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WS-09-974 Miami Shores Village f'ettntt T}�pe WITS dvttvI$tluttel'S t� 10050 N.E.2nd Avenue vrf�:ClastFieaf f� wtQvr t� 1a.cem Miami Shores,FL 33138-0000 .. Perr»f Status APPROVED eN E. o�l Phone: (305)795-2204 Issue;t >ef2 �2t�t1 Expiration: s`2 ` Protect Address Parcel Number Applicant 526 103 Street 1132060170920 Miami Shores, FL 33138- Block: Lot: RAFAEL&MARIANA PUEBLA/f Owner Information Address Phone Cell ..............................................................................................................................................................................................................:.: RAFAEL&MARIANA PUEBLA/SOTTI 526 103 Street (305)757-6967 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone : Valuation: $ 5,100.00 MIAMI WINDOWS&GLASS INC (305)254-7442 .... ........__. ............ .................. _ _ .......... Total Sq Feet: 141 Type of Work:WINDOWS AND DOORS For Inspections please call: No of Openings:6 (306)762-4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice# Total Amt Paid Amt Due CCF $3.60 Education Surcharge $1.20 WS-6-09-35073 $ 180.80 $ 130.80 $ : Permit Fee $160.00 WS-6-09-35073 $ 180.80 $ 180.80 $ 0.00 Scanning Fee $12.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $4.00 Total: $180.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself,my agent,servants,or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore, I authorize the above-named contractor to do the work stated. June 30, 2009 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 30, 2009 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Tim Type In'sp -- -- Permit No. - Cc> -)(Name *--Address •`� A 1"T" Compan t_ Phone# For Inspector Na to Approved) Correction ❑ Re-Insp'n Fee ❑ . �.� Miami Shores Village tip•° Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 A� Tel:(305)795.2204 Fax:(305)756.8972 BUILDING RECEIVED- Permit No. " / 4 PERMIT APPLICATION JU 1 i 009 master Permit No. FBC 12ft ..•.. ...•.,..• Permit Type(circle): Building (Roofing rr Owner's Name(Fee Simple Titleholder ?UZ� �JtJb� Phone# 3O 4� Owner's Address 57-r* lel E to 3reA 54- City WAk—lnn% State ft— Zip 3,x 1 26-b Tenant/Lessee Name "' Phone# Job Address(where the work is being done) rJ 2 h1� �� 5�_ City Miami Shores Village County Miami-Dade Zip '3Z1 FOLIO/PARCEL# Is Building Historically Designated YES NO Contractor's Company Name ,` /q,,.4/' W s c/ 6/4qss Phone Contractor's Address 6 -?. Kl. ,L3/ Ic City State �K . Zip 3 3 f g eo �, Qualifier ame A Phone# �z)�= �'�y 7 e�2 State Certificate or Registration No. Certificate of Competency No. ?413.5 �CC 3 A k Architect/Engineer's Name(if applicable) 411 V lezo Phone# 3-d 7 92 3 Value of Work For this Permit$ Square/Linear Footage Of Work: / r '47,- Z Type of Work: ❑Addition MAlteration []New ElRepair/Replace ElDemolition Describe Work:._ A,& 41//,�?,Qi'C,l<-i� 4NOW U i r'ocol ***************************************Fees******************************************** Ko�. Su ...'tilal Fee$ Permit Fee$ CCF$ C3mer Notary$ !: Training/Education Fee$ I'O'U Technology Fee$ 4.00 Scan0ing$1 P,'0 Radon$ DPBR$ Zoning$ Bond'$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ t0i?10 See Reverse side-4 •.y .t Bonding Company's Name(if applicable) ,.. Bonding Company's Address • City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address city W It rftw•h 6V% State '' 4", Zip lei l9 a Application is hereby made to obtain a permit to do tli 'work and installa(ions s 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 ill work will be done in compliance with all applicable laws regulating construction an4 zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the s e of such posted notice, the inspection will not be approved and a reinspection fee will be charged r Signature_7 Signature 7=1 Owner or Agent Contractor The foregoing instrument was acknowl ged before me th' The foregoing instrument was acknowledged before me this day of 7Z Uk2,20 jUby_ P day of �VV-- O 8 ,20 0,by �8� ✓� who is personally known to me or who has produced C✓5 who is-personally known to me r who has produced LPN S-e— As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB IC: NOTARY PUBLIC: Sign: �`--- Sign- Print: � Print: P My Commiss �� A My Comm, s irpyES V.LEYVA DD 808122 DD 808122 *********** wwww � ****************************** 1X111* r ** #***#** 1X=uU1X= 170M TADU��o- 1� Bad�d7lwT�e�R�MMw 00,WM9 APPLICATION APPROVED BY: r Plans Examiner Engineer Zoning, (Revised 07/10/07) C *TfocTd Now" Miami Shores Village FJ! V Building Department .'F p rtment 10050.NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 RECEIPT PERMIT #:W V 4 DATE: Contractor Owner o Architect Picked up 2 sets of plans and (ot ' O Address: ' l � u From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 7' PERMIT CLEARK INITIAL: RESUBMITTED DATE: i PERMIT CLEARK INITIAL: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date _Time Type Insp'n �d U`^gd , ;;Rp _ Permit No. —r-1— 'cLD C) Name Pill --Address f V Company Phone# V • For Inspector: O Name&Date Approvjd V Correction ❑ ��_ Re-Insp'n Fee ❑ This InstrumenJfETee d1red NameAddress /«NC j Dior / '— wso9 i; Permit No. -•qty Tax Folio No. � NOTICE OF COMMENCEMENT — STATE OF ww �- COUNTY OF e cn u' THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with H UJ Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. e•w c S 1.Description of property:(legal description of property,and street address if available) L ';*it d =r ra 52G NE 103rd S4-, MUc t ,,:,. Fl. 33 1 3� t NN w3, tlWb H+ 2.General description of improvement: 1tCA on 8 ` YW rI►GGl!►t t tYv�QCaG 0^ we j} c 1cvw4ta+ a4. ko^-.P— 3.Owner information a. Name and address: Qlr�4.1 r+7 C7 b. Interest in property: p ( u, uE to?!� S�- i �4KZ FV 33M [- c. Name and address of simple titleholder if other than owner): I"s E41 4 Cl is C-5= 4.Contractor:` �C,W �vu.1-CIM MGd S lit sL M'06" ,_ �3 a. Name and address: � � V'1711--1 b. Phone number: r`or-Id. I:_:- 0:1 r-45.Surety y a. Name and address: w b.Amount of bond$� 4 45 la�to c. Phone number: ,_,W <1 C,CJ r`4 W W O 3 6.Lender i— {_ W u) a. Name and address: LL;W -i b. Phone number: i•..CGS_J 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: a. Name and address: b. Phone number: B.In addition to himself,Owner designates the following person(s)to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes: a. Name and address: b. Phone number: 8.Expiration date of notice of commencement(the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. c � _ Signature of Owner or Owner's Authorizedvlb icer/Director Partner/Manager �J �✓1 c )I" Signatory's Title/Office -U Thejgre oing in.Uru er I was acknowledged before me this� day of (year)by is al to n. (name of person) as (type of authority, ...e.g. officer, trustee, attorney in (act) for -(name of party on be alf of whom Instru I was executed). STATE OF FLGP,IDA,CC�?�il �AD 'OF, �---� I HEREBY CEf,'Ti;Y that this." r7,u Gi original filed G is f f h ;!� — Signatu of No ary Pu tic Sate of Florida AID 20 �s 1 �, d Name of NotaryPublic WIT hand and Ofciel nest n� ^ ;,"i = KL'iy ,o i�a bbMvr wt/ `+19L/�S �i podu Nk AWsr ori. '�J`"r.Qmniii =W 8W1 22 r600qgQ01dW 1,a'dQ1$duce Identification��_ QG tto�ra1wT�oyFWnkvw,00eoaarasmto Verification Pur Under penalties of perjury, I declare that I.have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date U °;� 'doz Time Type Insp'n AJ4- � Permit No. Name �^ / Address Company �liA Phone# �D. �. ��fC7• �� For Inspector: / 0� Name&Date Approved / L� Correction ❑ �� 4/ l�� Re-Insp'n Fee ❑ pl;z r OREs � Miami shores Village ` it .� Wig_ .....� Building D u d g artmen ep t 10050 N.E.2nd Avenue �, •�� Miami Shores, Florida 33138 TrEs ORI Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- 4! 7 JobName: / r� , 2009 Page 1 of 1 (� Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-795-2204 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Time Type Insp'n % Permit No. TL 2 D d Z— do Name J`ti Address Company .L z ccyy Phone# For Inspector: N D Approved Correction ❑ Re-Insp'n Fee ❑ ALFREDO QUINTER09 P.E. — CONSULTING ENGINEERS-FLORIDA PE-32662 4865 NW 4 STREET.—MIAMI,FLORIDA 33126-2121(USA). PHONE:305-445-7923/FAX:305447-8632 MOBIL:305-992-3608&305-992-3644 E-mail: agpe@bellsouth.net PROPOSED WIND LOADS&WINDOWS SCHEDULE FOR RAFAEL PUEBLA&MARIANA(W). AQ-2009-05126 LOCATED AT:526 NE 103 STREET.—MIAMI SHORES,FLORIDA 33138 28 MAY 2009 -71 �s 6 ' ju 2909 U o B';:_�------- PROPOSED WIND LOADS & WINDOWS SCHEDULE FOR RAFAEL PUEBLA& MARIANA (W). LOCATED AT: 526 NE 103 STREET.—MIAMI SHORES, FLORIDA 33138 AQ-2009-05126 ■ WIND LOADS CALCULATIONS. ■ WINDOWS SCHEDULE. ■ GROUND FLOOR PLAN LOCATION SKETCH. ■ PRODUCT CONTROL APPROVALS. 7 Shores Village -� BY ECT TO CCi,t L� STATE AND COUNTY RU' MAY 2009 % too du. . . ... . . . ... . j MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Time Type Insp'n � Permit No. L d lt ,Z, -��f'2--2 9 Name Address Company Phone# For Inspector: �/ 3o OZ Name&Date Approved ❑ Iv Correction I ❑ Re-Insp'n Fee ❑ .. . . . .. ... .. . . . . . . . . . . . . . . . . . . . . MECAWind Version 2 . 0 . 2 . 8 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2009 www.niecaenterprises.com_ 00� Date 6/18/2009 Project No. :AQ-2009-05126 � Company Name ALFREDO QUINTERO, P.E. Designed By :ALFREDO QUINTERO, P.E. Address 4865 NW 4TH STREET Description :WINDOW & DOOR REPLACEMENT City MIAMI Customer Name :RAFAEL PUEBLA & MARIANA (W) State FLORIDA 33126-2121 Proj Location :526 NE 103 STREET, MIAMI SHORES, FL 33138 File Location: C:\Program Files\MECAWind\Default:wnd User Input Data: Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0. 11 Bt = 1.00 Am 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.00 Deg Ht: Mean Roof Ht = 12.29 ft Type of Roof = Hipped RHt: Ridge Ht = 14 .00 ft Eht: Eave Height = 10.58 ft OH: Roof Overhang at Eave= 1.33 ft Roof Area = 2159.00 ft^ 2 Bldg Length Along Ridge = 44. 92 ft Bldg Width Across Ridge= 58.17 ft Main Wind Force Resisting System(MWFRS) Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0. 18 Enclosed Bldg -GCpi = -0. 18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4.492 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft-'12 GCp GCp psf psf -------------------------------------------------------------------------------- 1.- 26/26 HR 2.17 2.17 4.71 4 1.000 -1.100 46.462 -50.399 2.- 106/63 HR 8.83 5.25 46.36 5 0.882 -1.165 41.830 -52.948 3.- 36/80 FD 3.00 6.67 20.01 5 0.947 -1.294 44.367 -58.022 4.- 36/19 PW 3.00 1.58 4.74 5 1.000 -1.400 46.462 -62.211 5.- 74/63 HR 6.17 5.25 32.39 4 0.910 -1.010 42.912 -46.850 6.- 74/63 HR 6.17 5.25 32.39 5 0.910 -1.220 42.912 -55.113 .. ... . . . . . .. . . . . . . . . .. . . ... . . . . ... . . . . . . . . . . . ... . . . ... . MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Time TypeInsp' Permit No. �• o•2�O Name Address 5 Compan r Phone# Q • Q 7 , For Inspector:**� e&D t Appros V Correction ❑ Re-Insp'n Fee ❑ i r . . .. . . . . . . . . . . . .. . . . . . . , . ... . . . . ... .. .. . . . .. .. • . ... . . . ... MECAWind Version 2 . 0 . 2 . 8 ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com 1, Date 6/18/2009 Project No. :AQ-2009-05126 IS a ` Company Name ALFREDO QUINTERO, P.E. Designed By :ALFREDO QUINTERO, P.E. �! Address 4865 NW 4TH STREET Description :WINDOW & DOOR REPLACEMENT City MIAMI Customer Name :RAFAEL PUEBLA & MARIANA (W) State FLORIDA 33126-2121 Proj Location :526 NE 103 STREET, MIAMI SHORES, FL 33138 File Location: C:\Program Files\MECAWind\Default.wnd Roof not j shx« f • t 2� 1 11 1 ;2 i 1 I I I . i f �, f I Eqi3il 2 Falls Hip Roof 7 < 0 <=27 a Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4.492 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------------- 1.- 26/26 HR 2.17 2.17 4.71 4 1.000 -1.100 46.462 -50.399 2.- 106/63 HR 8.83 5.25 46.36 5 0.882 -1.165 41.830 -52.948 3.-36/80 FD 3.00 6.67 20.01 5 0.947 -1.294 44.367 -58.022 4.- 36/19 PW 3.00 1.58 4.74 5 1.000 -1.400 46.462 -62.211 5.- 74%63 HR 6.17 5.25 32.39 4 0.910 -1.010 42.912 -46.850 6.- 74/63 HR 6.17 5.25 32.39 5 0.910 -1.220 42.912 -55.113 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*I*Khcc*Kht*Kd = 39.37 psf 000 ••• • • MIAMI SHORES VILLAGE UILDING DEPARTMENT 305-795-2204 Building Inspection Request DateT sp' en ime Type In Permit No. Name Address Company Phone# d ' For Inspector: L a e g 0 Approved Correction ❑ 17 Re-Insp'n Fee ❑ v V 000 0 r i . . . . . . . . ... . . . . ... 000 • • . . • • • . . . . . . . • REVDBONS BY 06.16.1009 AQ SCOPE OF WORK: PROPERTY ADDRESS: • REPLACEMENT OF EXISTING WINDOWS& 526 NE 103 STREET DOOR INDICATED ON FLOOR PLAN& MIAMI,FLORIDA 33138 SCHEDULE WITH IMPACT RESISTANT 5 WINDOWS.ALL OTHER WINDOWS ARE EXISTING TO REMAIN. FOLIO #: 11-3206-017-0920 0 LEGAL DESCRIPTION: 6 53 42 PB 15-14 MIAMI SHORES SEC 4 AMD PLAT LOTS 9& 10 BLK 93,LOT SIZE o 100.000 x 122,OF THE PUBLIC RECORDS OF MIAMI-DARE COUNTY,FLORIDA. d gfi l WINDOWS AND EXTERIOR DOOR SCHEDULE: � o No. QUANTITY CODE TOTAL MODEL TINTED FINISH HEIGHT ABOVE DESIGN PRESSURE LOAD CAPACITY PRODUCT CONTROL WIDTH-HEIGHT AREA(SF) GLASS GRADE @ TOP(F) (+)PSF (-)PSF (+)PSF (-)PSF ACCEPTANCE 1Q 1 26/26 HR 4.70 HR-IRG CLEAR WHITE 7.083 +46.46 -50.39 +75.00 -75.00 07-0815.09 o 2Q 1 106/63 HR 46.37 HR-IRG CLEAR WHITE 7.083 +41.83 -52.94 +75.00 -75.00 07-0815.09 d 3Q 1 36/80 FD 20.00 FD-IRG CLEAR WHITE 7.083 +44.36 -58.02 +75.00 -75.00 07-0629.10 1"x 4"x 3/8"TUBE MULL. WHITE +46.46 -62.21 +170.00 -170.00 06-0125.06 U ® 1 36/19 PW 4.75 PW-IRG CLEAR WHITE 7.083 +46.46 -62.21 +80.00 -80.00 08-1112.10 Q 1 74/63 HR 32.38 HR-IRG CLEAR WHITE 7.083 +42.91 -46.85 +75.00 -75.00 07-0815.09 a © 1 74/63 HR 32.38 HR-IRG CLEAR WHITE 7.083 +42.91 -55.11 +75.00 -75.00 07-0815.09 a TOTAL 140.58 ,.� q NOTES: �q ¢W n ■ HR.-HORIZONTAL ROLLER WINDOW. • •-:IBS..Tf"ACT RESISTANT GLAZING. • •• 'F0 .-FRENCH DOOR. a 0 a .. ... .. ■ PW .-PICTURE WINDOW. DALE xaAY7009 -o• . • ••• ■ RQUGIJOPENING ADD TO WINDOW SIZE ONE INCH WIDTH;ONE INCH HEIGHT.CONTRACTOR MUST VERIFY DIMENSIONS. SCA18 ASHD® •• • • • ; • •„ • • DRAWN AQH 00: • S('jAj,L;WINDOWS WITH TUBS OR SHOWERS TO BE GLAZED WITH MINIMUM CATEGORY II SAFETY TEMPERED GLASS. • . . ••• •o• roe: AQ4WM5u6 6BEEf •;• . • . -•• . 1 • . • • • • OFzsm= 600 • its M- • •• •• REVISIONS BY 06.18.3009 AQ 3 6/80 FD 1" x 4"x 3/8" TUBE MULL. Q74/63 HR 4/63 HR 1136/19 PW FLORIDA ROOM 106/63 HR s J b KITCHEN HUI UU i d H a z o dl GARAGE 1226/26 HR d U a pq w O •• .s ••i i i s.i •• �i O o x DAM ?6MAY2000 0:0.. • • SCAM AS NO'ID1 •• ; ••• • ; • DRAVM AQM • •• • • •. • • • •� JCB AQ100905116 GROUND FLOOR PLAN.- SCALE:3/16"=P-0" ECJ go • • • • • • + f' • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • • • ••• MIAM 1-DWDE •• • •M) 1MI4DADE COUNW FLORIDA • • MII'P 4;ADE FLAB LER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION •• • • %4VML aORJQA 33130-1563 : •• •:(3f;t37 f-VO:• FA4(305)372-6339 NOTICE OF ACCEPTANCE (NOA) amw:mw*midade.eov;huildinacode PGT Industries,Inc. 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-710"Aluminum Horizontal Roller Window—L.M.I. APPROVAL DOCUMENT:Drawing No.4127.10,titled"Alum. Horizontal Roller Window,Impact", sheets 1 through 11 of 11,dated 02/28/2006 with the latest revision"C"dated 04/15/2007,prepared by PGT Industries,Inc.,dated 08/10/2007,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 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 manufacturfr or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.06-0405.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No 07-0815.09 Expiration Date: December 21,2011 Approval Date: January 03,2008 W Y Page 1 E k ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • ••• • • • • ••• • • • • • • •• •• • • • • • • • • • • • •• • • •• • • • • • • • • •• • ••• ••• • • •• ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date �y Tim Type Insp'n `- Permit No. Name r n Address Compan Phone# For Inspector: t Name&Date Approved Correction Re-Insp'n Fee • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• PGT Industries,Inc. NOTICE OF ACCEPTANCE: 41�E' dR:SUBNNTTBD.; . . ... ... . .. A. DRAWINGS .. . . • .. ... •• 1. Manufacturer's die drawings and sections. ••• •• • 2. Drawing No.4127-10,titled"Alum. Horizontal 241114 VUbt,kn�act'.,.slieets 1 through 11 of 11, dated 02/28/2006 with the latest revision"C" dated 04/15/2007, prepared by PGT Industries,Inc.,dated 08/10/2007, signed and sealed by Robert L. Clark,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S.Rionda,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#06-0405.06) ManuelPer , .+. Product Control Ex ' r NOA No 07-0 .09 Expiration Date: December 21,2011 Approval Date: January 03,2008 E-1 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . . . . . .. .. . . . . . . . . . . . .. . . .. . . . . . . . . .. . ... ... . . . .. . . . . ... . .. ... . . . . . .. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Time Type Insp'n Permit No. Name/ Address pue Company 4�L_U6- Phone# _�/ // O Z For Inspector: � ,_O,/� Name&Date 2 Approved 1. Correction ❑ Re-Insp'n Fee ❑ ✓U S %• • ••• • • • ••• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• PGT Industries,Inc. NOTICE OF ACCEPTANCE: ft11&NCjSdM1 D•; . . ... ... . .. C. CALCULATIONS .• . . .. ... .• 1. Anchor Calculations and structural analysis,cotApI i* 1tl2-1004,* repared by PGT Engineering,dated 10/26/06, signed and sealed Vy;Rt&-rC 4 (:Wk P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for"DuPont Butacite PVB Interlayer"dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their"Saflex HP a polyvinyl butryal interlayer for lamination of glass"dated 05/22/2003,expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc., dated 07/18/2007, signed and sealed by Carlos S.Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory,Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA#06-0405.06) G: OTHER 1. Notice of Acceptance No. 06-0405.09,issued to PGT Industries,Inc. for their Series "Alum. Horizontal Roller Window,Impact", approved on 12/21/2006 and expiring on 12/21/2011. Manuel Perez, Product Control Exam NOA No 07-0815.09 Expiration Date: December 21,2011 Approval Date: January 03,2008 E-2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLAT 1GED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.y6"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BU-fACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.5/16"LAMA[CONJISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS ViITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 15 /16"LA4:MISTING OFt2)LO-ES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.006"LAMfd*4SISTING OF Q)LI:E OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP • MAXIMUM RVB INTERLAYM.••• • SHEET •••••• • •• •• I IMUM PVB INTERLAYER. GENERAL NOTES.............1 •••i':/16"LAIN @e FISTING Q•F i2l I;IIES OF 3/16"HEAT STRENGTHENED GLASS`ATH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAX GLAZING DETAILS............2 "'6.'13/16"L" Iyi(I)LITE QP'NI!'OjR 3/i6"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 • •090 DU N UTACITE ORSAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 •••••• VERT.SECTIONS............. 5 • H.13/16"LAMI IG:(1)LITE OF 108 OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAW CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 • •'•••VF 1/8'VE41 ftENGTAL*f dLASS WITH A.090 DUPONT BUTACITE OR S7•FLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................6 • 0000 • •• EXTRUSIONS....................7 • ••1•1.3/16"LAMj Iii•(0)LITE OP 4/9'OF93/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5116"LAM[CONSISTING OF(2)LITES OF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL.............. 5 WITH APt.2r DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................8-11 J.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7116'LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA-ILES ASTM E 1300-02. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED a:;cemplyinn with the Florida C.dJd.;rJ,Code 5.SHUTTERS ARE NOT REQUIRED. A11-7i'+Lnc^,No 0 0 .5,09' ExpirtioOLTate / 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. By Miam ade Product Con ®7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. Divi on ELCO TEXTRON NOA:04-0721.01,03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CWEN ,-EgkF N INCDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). Raved By. De M: Revieau: •.— .. FK. 4/15/07 C ADD FTL5330 TO NOTES 7&CHG.NOTE 8 TO CURRENT EDIT. / d, ewdey: ere: R—b— 1070 TECHNOLOGY DRIVE GENERAL NOTES-w. F.K. 10/17106 i3 CHANGE TO ASTM E 1300-02 NOKOMIS,FL 34275 Tore: erect 91, O.M. Revisor": ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R art L.Clark,P.E. F.K. 5/13106 A ADD AIR SPACE DIM.NOTE 1,TECH.REF.NOTE 7&NOTE 8. P.O?Ox 1529 ucm—r 9ernmlF71 sceie� S— Or.�+ed r`�O� Rer. on»"By: Dau: n.aeeey. Dar": NOKOA'.IS,FL 34274 Visibly Better PE u39712 FX 2128106 J.J. 3/23/06 HR710 IVT$ 1 wit 4127-10 C Structural 21 50 21 50 • • EXTERIOR INTERIOR i••• rJ3 • • i •• 1/2"NOM. 112"NOM. • •• •• • GLASS BITE 55 GLASS BITE (ALL SECTIONS) • • • • • ••... 1 9069006 :.. 60,61,62 51 63,64,65 •000•• 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS ' ' " .090 SOLUTIA OR DUPONT PVB INTERLAYER •••••• .090 SOLUTIA OR DUPONT PVB INTERLAYER • • • 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS •••••. • • 5116"NOM. 9 7/16"LAMINATED '. x.:..5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 66,67,68,69,70,71 r3/16"ANNEALED ,74,75,76,77 PI,OD[JOT REVISED e..mmpi;ing with the Florida Bedding Codc 1/8"ANNEALED OR HEAT STRENGTHENED GLASS NEALED OR HEAT STRENGTHENED GLASS Accep:xi^c No O 090 SOLUTIA OR DUPONT PVB INTERLAYER UTIA OR DUPONT PVB INTERLAYER Expiration Datc p// 1/8"ANNEALED OR HEAT STRENGTHENED GLASSA NEALED OR HEAT STRENGTHENED GLASS By 5/16"LAMINATED MINATED ade Product on 5/16"OR 3/8"AIR SPACE 1/4"AIR SPACE Div'io0 OR 3/16"ANNEALED(MIN.)GLASS 16"ANNEALED(MIN.)GLASS 13/16"NOM. M. 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/_7/16"LAMI Rend By: Date: ReWebna: F.K. 4/15/07 C NO CHANGE THIS SHEET _ easy: oeb: Rewewea: 1070 TECHNOLOGY DRIVE 4v r GLAZING DETAILS F.K. 10/17/08 B NO CHANGE THIS SHEET NOKOMIS,FL 34275Fog —dBy. °°'° Ra""b"' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT l F.K. 5/13/06 A ADD AIRSPACE DIM.TO LAMI IG DETAILS P.O.30X 1529 Ro L.Clark,P.E. dawn By: Dab: C,,c oab: NOKOMIS,FL 34274 Visibly Better tletr '' 'w1O" °i"""'r R" PE#39712 F.K. 2/28/06 J.J. 3/23/06 HR710 Full 2 a 11 4127-10 C Structural TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS I WINDOW HEIGHT WIDTH TYPE 1 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0E-60. .0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.00 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,SAN ;+60.0 .0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +600 -60.0 +55.2 -55.2 +52.3 -52.3 ABON +60.0 .O +60.0 -60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +54.6 54.6 +51.7 51.7 A,B,, ,Pi +60.0 .(= +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP001111. C,I +60.0 -60.0 Day F,• • • • UM01" 1" J K L • •••••• +75.0 -75.0 0000 TABLE 2. X¢&L1`j,1/3,113)f�ANGis�l*g)1 TEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WVMOW GL433 ; •••• WINDOW HEIGHT wff" TYPt•I • ALL HEIGHTS UP TO 63" TO 86 7116" G,H,I +60.0 -60.0- TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 505181, 54" 60" 63" 60" A,B,G,H +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 i''= 7-PYISED .1:rite Florida UP TO 74" UXK L +75.0 -75.0 Acceptance No 07-0816.09 Ex ua Or,U` GLASS TYPES:TEST REPORT FTL-4858(XO)q, FTL-4859(OX&XO)AND FTL-5330 sr Mi radua o A. 5/16" LAMI-(1/8"A, .090,1/8"A) G. 13/16" LAM[IG-1/8"OR 3/16"A, 5/16"OR 3/8"AIR SPACE, 5/16" LAMI-(1/8"A, .090,1/8"A) DtY I0a B. 5/16" LAMI-(1/8"A, .090,1/8" HS) H. 13/16" LAMI IG-1/8"OR 3/16"A, 5/16"OR 3/8"AIR SPACE, 5/16" LAMI-(1/8"A, .090,1/8"HS) C. 5/16" LAMI (1/8"HS, .090,1/8" HS) I. 13/16" LAMI IG-1/8"OR 3/16"A, 5/16"OR 3/8"AIR SPACE, 5/16" LAMI-(1/8"HS, .090,1/8"HS) D. 7/16"LAMI-(3/16"A, .090, 3/16"A) J. 13/16"LAMI IG-1/8"OR 3/16"A, 3/16"OR 1/4"SPACE, 7/16" LAMI-(3/16"A, .090, 3/16"A) E. 7/16" LAMI-(3116"A, .090, 3/16" HS) K. 13/16" LAMI IG-1/8"OR 3/16"A, 3/16"OR 1/4"SPACE, 7/16" LAMI-(3/16"A, .090, 3/16"HS) F. 7/16" LAMI-(3/16"HS, .090, 3/16" HS) L. 13/16" LAMI IG-1/8"OR 3/16"A, 3/16"OR 1/4" SPACE, 7/16" LAMI-(3/16"HS, .090, 3/16"HS) Read By: wl R-' O.wlptl.n. F.K. 4/15/07 C ADD INTEGRAL FIN OPTION B UPDATE ASTM E 1300-02 DPs DESIGN PRESSURES 0 -F KK. 10Daft-/17/06 B REVISE DP TABLES TO ASTM E 1300-02 t07NOKOMIS FILTECHNOLOGY 75 VE( rg "gjam/d 01'. -- .ALUMHORIZONTAL ROLLER WINDOW, IMPACT F.K. 5/13106 A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. P.O.BOX 1529 Robert L.Clark,P.E. Z,i- r oae: By. �. NOKOMIS,FL 94274 Visibly Better �"` sn.x: °rw""° '*" PE!139712 d 11 4127-10 Structural F.K. 2/28108 J.J. 3/Z3/08 HR710 NTS 3 (,' 27 3/8" 27 3/8" 27 3/8" MAX DLO —"— 54 5/16"MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED vimI I, • • I B • • • •• • • •• ; B B ! 8 • X I •••• O X • ry ••••• 110"MAX.WIDTH I.F.FRAME - ►�) If 85 7/16"MAX.WIDTH I.F.FRAME--� Q 111"MAX.WIDTH FLANGE FRAME © Imo--86 7/16"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16"MAX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED DLO VENT 63"MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME ALL 15 57 3/8' I 56" CONFIG. MAX. MAX. DLO ALL / / DLO ALL 15 I.F.FRAME e r LrY1SED FIXED / / VENTS —� 62'MAX. mth the Florida — e LITES I.F.FRAME Ac:. `nce No 07`O 5,0 O ( X ALL Ex uiwonDatc L 0117 CONFIG. BY © Miat a ade t uct Cotttao Divi n 1 13 FLANGE FRAME C 73"MAX.WIDTH I.F.FRAME— 74'MAX.WIDTH FLANGE FRAME Q VIEW D-D Q (FRAME.CORNER CONSTRUCTION) 7 DETAIL A-OX OR XO Reorder: Dab: R° ,: ADD IN TECRAL FIN FRAME MAX.DIMENSIONS ND CORNEReye, F.K. 4115/07 C CONSTRUCTION DETAIL FROM SHE 6' ELEVATIONS o� ge"eday. Dare: ReWgrn: 1070 TECHNOLOGY DRIVE Y-. FK 10/17/06 B NO CHANGE THIS SHEET NOKOMIS,FL 34275pdRersdar. °" ""° ALUM. HORIZONTAL ROLLER WINDOW, IMPACTF.K. 5/13/06 A NO CHANGE THIS SHEET P.O.BOX 1529 Clark,P.E. NOKOMIS.FL 34274 Visibly Better s�..ititoar ` Ste' d'"`"9*` PE#39712 w8 FK Deb. cre�xedar. tib: HR710 NTS 4 w 11 4127-10 C _ Structural F.K. 2/28/OG J.J. 3/23/06 INTERIOR 37 32 35 22 39 1 22 16 • 2 ••• :XTERIOU•• • • INTERIOR 13 • ... ... 21 '• • •• ( MAX.VENT DLO — MAX.FIXED DLO MAX.VENT DLO "' ' ••• • MAX.WIDTH(FLANGE FRAMEQ • 00000 1 EXTERIOR 19 17 ••• • :qed SECTION B-B • (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) Q •fitIAX. •• INTERIOR 170 35 32 �� 37 FLANGE ••' 39 FRAME MAX © VENT DLO 16 MAX. FIXED DLO 22 I~ MAX.FIXED DLO MAX.VEN7DLO — I 43 r MAX.WIDTH(I.F.FRAME) Q 21 EXTERIOR SECTION A-A 24 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIYRAME) 8 22 21 Q 41 22 2 PP._mu—T RF.VISED as,,r r-!-;ng with the Florida 12 24 EXTERIOR INTERIOR pccc- W,Ce No 7 0'�0l°9 12 iruticn Da[c 7 21 BY Mi adc o uct Contr Di n EXTERIOR INTERIOR 6 10 10 SECTION C-C Q Q 42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)Q (VERTICAL SECTION, I.F. FRAME)Q F.K. 4/15/07 C ADD INTEGRAL FW FRAME,ITEMS 41,42 AND 43 AND VIEWS. im TECHNOLOGY DRIVE SECTIONS F.K. 1097-1/17/06 B NO CHANGE THIS SHEET NOKOM�S,FL 34275 rab: R-'A"" — ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K 5/13/06 A NO CHANGE THIS SHEET P.O.BOX 1529 Robert L.Clark,P.E. aeNnar Die: Cb.O dey. Dae: NOKOMIS,FL 34274 Visibly Better r PE 139712 F.K. 2/28/06 J.J. 3/23/06 HR710 Half 5 w 1 i 4127-10 C - Structural ITEM DWG#REVI DESCRIPTION MAIL PGT# MEM DWG# DESCRIPTION MAIL PGT# 1 4102 A FLANGEFRAMF HEAD 6063-T6 AL 612237 66 GLASS 13/16"LAMI IGI/8"A,3/8"AIRSPACE,5/16"LAMI(1/8"A,.090PVB,1/8"A 2 4025 SASH STOP(STD.)(ANTI LIFT CLIP 6063-T5 AL 612244 67 13/16"LAMI IG-1/8"A,3/8"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,1/8"HS 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAMI IG-1/8"A,3/8"AIR SPACE,5/16"LAMI 1/8"HS,.090 PVB,1/8"HS) 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 13/16"LAMI IG-3/16"A,5/16"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,1/8"A) 6 4136 FLANGEFRAMESILL 6063-T6AL 64136 70 13/16"LAMIIG-3/16"A,5/16"AIR SPACE,5/16"LAMI(1/8"A,.090PVB,1/8"HS 7 4137 • IiLfkDAPT R 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A,5/16"AIR SPACE,5/26"LAMI(1/8"HS,.090 PVB,1/8"HS •S• 31 ROLLERT ; 6063-T6 AL 64131 72 13/16"LAMI IG-1/8"A,1/4"AIR SPACE,7/16"LAMI 3/16"A,.090 PVB,3/16"A 0 7198 • WEEP HOLE FOVER• POLYPROP. 71298 73 13/16"LAMI IG-1/8"A,1/4"AIR SPACE,7/I6"LAMI 3/16"A,.090 PVB,3/16"HS 26 ADHESIVE =FOAM PAD 7PAD1626 74 13/16"LAMI IGI/8"A,1/4"AIR SPACE,7/16"LAMI 3/16"HS,.090 PVB,3/16"HS 13 4002 A FLANCEFRAN&JAMB 6063-T6 AL 612225 75 13/16"LAMI IG3/16"A,3/16"AIR SPACF,7/16"LAMI(3/16"A,.090 PVB,3/16"A 4134 • FOI�M�IFRAMESiLLJOINT 74134W/K 76 -13/16"LAMI IG-3/16"A,3/16"AER SPACE,7/16"LAMI 3/16"A,.090PVB,3/16"HS) 45 +1155 #8 X 1,000QUAD,"SMS 781PQA 77 13/16"LAMI IG3/16"A,3/16"AIR SPACE,7/16"LAMI(3/16"HS,.090 PVB,3/16"HS 16 4110 G•6TRM ADAPTOR. 6063-T5 AL 6411OG 90 1014 SCREEN FRAME(HOR&VER) 3105-H14 AL *70 •4054 B jFVCEDMEETQ4CjAAa 6063RD-T6 AL 64054A 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 19 ItOO6 WW.,.187 X.�,1FQi SEAL 64066G 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 21• 4105 Fj'COP&VOTGOM RAIL 6063-T5 AL 612240 93 1 1073 SCREEN SPRING ST.ST. 22• 1 3I WW.,.250 XNTBAk,FIN SEAL 61683G 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 23 225-1 Q HOUSING&GUIDE 42112HD 95 1635 SCREEN SPLINE-.135 DIA.HARD 4 EM PVC 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CLOTH 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44129N 32 4006 D SASHMEETINGRAIL 6063HS-T6AL 64006 2.710 33 1235 W STP,.170 X.270 BACK,FIN SEAL 67S 16G 35 1096 ISWEEPLATCH DIE-CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,.250 X.270 BACK,FM SEAL 61683G 2LL 39 7070 BULB WEATHERSTRIP.187 X.275 67070K 062 40 LINT RAIL COVER CAP 74078"C"L OR R 41 4139 IT.F.FRAMEHEAD 6063-T6 AL 64139 © I.F. FRAME HEAD 41 42 4140 I.F.FRAME SU-L 6063-T6 AL 64140 #4139,6063-T6 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 50 GLAZING SIUCONE,DOW 899,995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB HICK 6TP247W,K PRODUCT REVISED 52 1225 VINYL.GLAZING BEAD BULB(THIN) 6TP248K 2.784 as complying with the Florida 53 4039 B GLAZINGBEAD-5/16" 6063-T5 AL 64039B Building Code Acceptas;ce No 2 54 4044 B GLAZING BEAD-5/16"W/GRILL KIT 6063-T5 AL 644703 062 3152 Fxpiratioa Date 2 o%f f 5S 4222 A GLAZING BEAD-7/16" 6063-T5 AL 64222 By 56 985 C GLAZING BEAD-7/16"W/GRILL KIT 6063-T5 AL 6985 .062 i,t; a Product o 1.988 Div' on 59 4067 GLAZINGBEAD-13/16" 6063-TS AL 64067 L 60 GLASS 5/16"LAMI 1/8"A,.090 PVB,1/8"A 43 I.F. FRAME JAMB 61 5/16"LAMI I/8"A,.090 PVB,1/8"HS A #4141,6063-T6 62 5/16"LAMI 1/8"HS,.090 PVB,1/8"HS 63 7/16"LAMI 3/16"A,.090 PVB,3/16"A 2.710 64 7/16"LAMI(3/16"A,.090 PVB,3/16"HS) 42 I.F. FRAME SILL 65 7/16"LAMI 3/16"HS,.090 PVB,3/16"HS) #4140,6063-T6 �ti� F.K. 4/15/07 C ADO ITEMS 41,42&43 PARTS LIST #K.� 10/17/06 B� NO CHANGE THIS SHEET 1070 TECHNOLOGY FOL 342D751� rte' g !�+ !l� F. r' n.a: Rte" �— ALUM.HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5/13/06 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. P.O.BOX 1529 obe L.Clark,P.E. NOKOMIS,FL 34274 Visibly Better se�s.nuaeer sms: sn°.e' a""'"0µ' "1Y� PE 1139712 0;--er o°� c �By. o°m: HR710 NTS 6 w 11 4127-10 C - Structural F.K. 2128/06 J.J. 3!23!06 1.513-� 062 1.187 - 040 1.443-� .738 3.152 i 1.373 •• • .062 • •• •. 1.273SASH STOP COVER •••• •• • • • 1 -j— 062 3.090 4 O #4053,6063-T5 • • • —1 1.1722 • • 2.71 •••••• ••••• • • 2.71 •09:00••:••000'FLARG RAID/ MEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER —2.784 •••• o2 ••••AUN #4136,6065-T6 #4137,6063-T6 • • • •••••• •••••• 1.363 • • • • .062 __T•••w•• • •• •••••• • • • • • • 061 1.18, 7 FLANGE FRAME JAMB •••••• •• �-I{---062 �_ .062 13 • • #4002A,6063-T6 T��• � .437 .48 .403-x( SASH STOP O #4025,6063-T5 O HORIZ. ROLLER TRACK 17 FIXED MEETING RAIL #4131,6063-T6 #4054B,6063HD-T6 .062 2. 79 _f —�3 .062 IA87 2. 26 1,314�9 k ' .062 .678 1.081 1.291-.4 1.096-�►—►�—F 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL O GLAZING BEAD,5/16" #4133,6063-T5 #40060,6063HS-T6 #4126,6063-T5 53 #4039B,6063-T5 PRODUCTR-rVISED as complying with the Florida Bu+lding Code -, .050 ' Ac:.eptancc at O -O pc? Expiration Datc oll 678 .678 —1 1 Mi � ade Product o 1.096+--�{ .050-� '678 .683 050 Divi n 1.097 1.096- - { 1.115 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 _GLAZING BEAD, 13/16" #40446,6063-T5 #4222A,6063-T5 #985C,6063-TS (USED W/GRILL KIT) (USED W/GRILL KIT) #4067,6063 T5 ReaY: Deb: AeHab" F. F.K. 4/15/07 C NO CHANGE THIS SHEET Aei9° Deb: Aewc"°: 1070 TECHNOLOGY DRIVE EXTRUSIONS F.K. I&IM6 B NO CHANGE THIS SHEET NOKOMIS,FL 31275 Ppb C s a, °� AavtSbnc --_ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5/13/06 A NO CHANGE THIS SHEET P.0 BOX 1529 Robert L.Clack,P E. oaw cna�raa Data: NOKOMIS,FL 34274 Vmbly Better s1�oda4 s`a` 011M1i�"°- "°" PE#39712 F.K. 2l2F/06 J.J. 3/236 HR710 Half 7 m 11 4127-10 C Structural ANCHOR QUANTITIES,XOX(1/4-1/2-1/4)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZON S ZONE ZONES ZONES w to rn cn 2.GLASS TYPES: WINDOW SIZE HEAD&SILL HEAD&SILL 2 HEAD&SILL 2 HEAD&SILL � HEAD&SILL a HEAD&SILL g A.5/16"LAMI-(1/8"A,.090,1/8'A) W v H •• • < > > ' B.5/16"LAMI-(1/8"A,.090,1/8"HS) •53.125x.18.375 T�f1+:"2+1 2 3+C2%1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 C.5116"LAMI-(1/8""A,.09 , 118" A) D.7/16"LAMI-(3116"A,.090,3/16"A) ••••28.000 `I-.Ui1*C2+1 3 1+6+142+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3/16"HS) 0:00• •60.625 1-W-e**C2+1 3 f+C2+1+e2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 F.7/16"LAMI-(3/16"HS,.090,3/16"HS) • G.13/16"LAMI IG-1/8"OR 3/16"A,5116"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,1/8-A) • 54.000 1+C2+1+C2+1 3 T+%W4*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3/16"A,5/16"OR 3/8"SPACE,5/16-LAMI-(1/8"A,.090,1/8"HS) • 010.000 3 4+ i t+ 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1. 13/16"LAMI IG-1/8"OR 3/16"A,5/16"OR 3/8"SPACE,5116"LAMI-(118"HS,.090,1/8"HS) J.13/16"LAMI IG-1/8"OR 3/16"A,3/16"OR 1/4"SPACE,7/16"LAMI-(3/16-A,.090,3116"A) • • 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13/16"LAMI IG-1/8"OR 3/16"A,3/16"OR 114"SPACE,7/16"LAMI-(3/16-A,.090,3/16"HS) 6o.000 x 38.375 f+fX+q*Q2+1 2 %i+e2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L. 13/16"LAMI IG-1/8-OR 3/16"A,3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3116"HS) ••'•18.000 1+CZ+1+C2+1 3 j+;a+•14G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING •60.625 =+C2*1*C2+1 3 +.1+G2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. •• 54.000 1+d+d•C2+1 3 ►+C24MOC2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • 25 3/4"MAX.FROM CORNERS. •••••!l0.�0 1+Ct+•tfr�2+1 3 1+t;2+1+&+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1!2"MAX.O.C. 63.000 1+t2AfC2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000 x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 48,000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 +--ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60,000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 AT EACH MEETING RAIL PLUS(1) 1+C2+2+C2+1 3 1+C2�2+C2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 63,000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. (12)ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 48,000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54,000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/4"max. f---3"MIN. 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+Cq+1 3 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 9"REF. X O X 1D6.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 Pro])!sic v"SVISED 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. aid•.the Flonda 50.825 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W1 QTY. OF(3)ANCHORS n`a, t.co No O [ 09 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) ExpcztionDatc !I 60,000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C1+1 4 1+C3+3+C3+1 3 1+r-4+4+C4+1 3 R9 Mi ade Product Co 63,000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 314"MAX. Did ton 111.000x 38,375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+12 1 1/2"TYP. 1-►--3"MIN. 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 39" REF. X O �; x 1 50.825 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+q+C3+1 3 T 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 t �� f� 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. y ^� 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+C4+1 4 1+C4+3+c4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W1 QTY. OF(4)ANCHORS /l R"r"tl By: n"M: R"Wbm: F.K. 4/15/07 C UPDATE TABLE 4,SELECT VALUES DUE TO ANCHOR CAP.ADJ. 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,XOX 1/4-1/2-1/4 Raved sy: oars: a""rr"".: _FK. 10117/06 B REVISE ANCHORAGE FORMAT,HEAD&SILL CLUSTERS NOKCMIS,FL 34275 W ALUM.HORIZONTAL ROLLER WINDOW, IMPACT K. sF "5/13/06 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O.BOX 1529 Robert L.Clark,P.E. By; 5;w--57-a-a. osa: NOKOMIS,FL 34274 Visibly Better s°`a"nu°ac sem.: snre °""a°w' a"'. PE#39712 F.K. 2/28/06 J.J. 3/23!06 HR710 NTS 8 a 11 4127-10 (� Structural ANCHOR QUANTITIES XOX 1/3-1/3-1/3 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2, ;ONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3412#12 STEEL SCREWS(G5) U) to rn ro ca2.GLASS TYPES: WINDOW SIZE HEAD&SILL 2 HEAD&SILL 0 HEAD&SILL g HEAD&SILL HEAD&SILL HEAD&SILL M2 A.5/16"LAMI-(1/8"A,.090,1/8"A) W V H < n B.5/16"LAMI-(1/8"A,.090,1/8"HS) 4&000X 38#375 1+C'n&+C2.1 2 1+02+1+Cf+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5116"LAMI-(1/8'HS,.090,1/8"HS) •••••• D.7/16"LAMI-(3116"A,.090,3/16-A) • 48#100 1+G�4VW+1 3 1+C2w1+C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3116"HS) ••••50625 1+ 3*&*U+*1 3 1+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7/16"LAMI-(3/16"HS,.090,3116"HS) •• 54.000 1+C2+6+C2+1 3 1+ 1.1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13116"LAMI IG-1/8"OR 3/16"A,5/16"OR 3/8"SPACE,5116"LAMI-(1/8"A,.090,1/8-A) •:•0604000 1+C2+1+C2i1 3 1+C2#&+Ca el 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3/16'A,5/16"OR 3/8"SPACE,5/16"LAMI-(1/8'A,.090,1/8"HS) I. 13/16"LAMI IG-118-OR 3/16-A,5/16"OR 3/8"SPACE,5/16"LAMI-(1/8'HS,.090,1/8"HS) +C •••W4= 1+ i1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C3+1+C3+1 3 J.13/16"LAMI IG-118"OR 3116"A,3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16-A) VS,ZV375 1+C2+1+C2;1 2 1+C2 &+Ca+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13116"LAMI IG-118"OR 3116"A,3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) • 48j100 1+ + i<t 3 1+ 2�1+GZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A.3116"OR 1/4"SPACE,7116"LAMI-(3/16"HS,.090,3116"HS) ••••Sb�25 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ••••5#4•W0(� 1+r.2+1+"+1 3 1+ 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. •• 60.000 3 1+V+1+,PZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 06A7 1+C + + +1 3 11+ f+C2+•I 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 x 38.375 1+ +j+ 101 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3/4'MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63,000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS CENTERED 66.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+'1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000 x 38.375 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3/4"MAX. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 �--3"MIN. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 �t 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 9"REF. 1+C3+1+C3+1 3 X O_ X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PZODUCT REVISED MTG,RAIL,TYP. as c rap-:rg with the Florida 84.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 F,'uik7:,r^Ddc Acccottu cc uD o -061q 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 5.0 - Ex irationDac 2 0ll 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) ey 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+7 3 Mi DadeProduu CofrJ 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 325 3/4'MAX. Div ion 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1 1/2"TYP. I--3"MIN. 86.437 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 -1-17. ---711--f-� 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 X O 9"REF. X 50.625 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 31+C3+1+C3+1 3 11+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS -.day: Def.: R'- e 'i - c F.K. 4/15107 C UPDATE TABLE 5,SELECT VALUES DUE TO ANCHOR CAP.ADJ. ANCHORAGE SPACING,XOX 113-1/3-1/3 Q•�p v7 ^'laar Deni Rewwa: 1070 TECHNOLOGY DRIVE I?K. 10/17106 B REVISE ANCHORAGE FORMAT,HEAD&SILL CLUSTERS NOKOMIS,FL 34275 *�: R F.K.y e5113106 A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.C.BOX 1526 ALUM.HORIZONTAL ROLLER WINDOW, IMPACT Robert L.Clark,P.E. NOKOMIS,FL 34274 Visibly Better Se1�o01 9u1` °1eWR0 R1`'' PE#39712 � . .. Dere: may. D"re: HR710 NTS 9 a 11 4127-10 (� _ structural F.K. 2/28/06 J.J. 3123/06 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2, CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES J U) J (n J w J N J U) J U) 2.GLASS TYPES: WINDOW SI -' m J m J m m J m J m A.5/16"LAM[-(1/8"A,.090,1/8"A) �r• O<U to '2 W � 2 W U) in 2 w to . W 1n M B.5/16"LAMI-(1/8"A,.090,1/8'HS) W • v F�•• ai °6 •i°8 _ "& _ ad < _ °0 _ °6 C.5/16'LAMI-(1/8"HS,.090,1/8"HS) _ x 38.376• Li-C2+1 . 1+ +1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/16"LAM[-(3/16"A,.090,3/16-A) • E.7/16"LAMI-(3/16"A,.090,3/16-HS) ••••• 48.00@0 1*C2+1 4 1+C@+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16"LAMI-(3/16"HS,.090,3/16"HS) • G.13/16"LAMI IG-1/8"OR 3/16"A,5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) • 50.625. 1+C2+1 so rct+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 • H.13/i 6"LAMI!G-1(8"OR 3/16"A.5/16"OR 3!8"SPACE,5/16'LAMI-(1/8"&.090,1/8'HS) ••••• 54.Q( , L+r;2+1 3• t1+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1. 13/16"LAMI IG-1/8"OR 3/16"A,5/16"OR 3/8"SPACE,5/16"LAMI-(1/8'HS,.090,1/8"HS) ••••• J.13/16"LAMI IG-1/8"OR 3/16"A,3/16"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3/16-A) 00000 •:•• 60.00b 1+ 2+1 + +1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 K.13/16"LAMI IG-1/8"OR 3/16"A,3/16"OR 1/4'SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) 63.000• ' Z2+1 4 1+ +1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A,3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) 046!00 x 38.3750 1+C2+1 2 1+C +1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ••••• 48.0.00 [6+t2+1 C2+1 B• "+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. •. 50.6'1.; 3 1,tC,2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3i•••• 54.000. C2+1 • 1+ +1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD 8 SILL: 10 1!2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4"MAX.FROM CORNERS. 60.00@• 0+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 54,000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 83- MAX. —f1{---3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"REF. X 0 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 - - 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 pRoDUcr^✓VISED 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG.RAIL aswmpt;i,,;•,«•idlt;-Florida Building Cc_. 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY. OF(3)ANCHORS A=-ptri=NO Daz 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) Ezpi:ation c By 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 mi Dade Product 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 3/4"MAX. Div'ion 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 I 1 1/2^N. L I--3"MIN. 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9"REF. X O 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 R - - 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+24 2+C4+2 5 EXAMPLE CLUSTER W/QTY. OF(4)ANCHORS R."ed By. OT Re.6— Mr..ptlon: F.K. 4/15107 C CHG.TABLE#TO 6,&SELECTVALUESDUE TO ANCHOR CAP.AD F ANCHORAGE SPACING, OX AND XO WINDOWS fd O J R.v.d ey: p.m: Revlsiorb: 1070 TECHNOLOGY DRIVE F.K. 10/17/06 8 REVISE ANCHORAGE FORMAT,HEAD&SILL CLUSTERS NOKOMIS,FL 34275 T"c .",day- V.I.: R.vI.l - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5/13/06 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. P.C.BOX 1529 Robert L.Clark,P.E. NOKOMIS,FL 34274 Visibly Better a.w.,wd.c sw.. sn.w: a.".n"°. Rw PE 1139712 orew.ay: a.v: cn.ueae. o.'e: HR710 NT$ 10 m 11 4127-10 Structural F.K. 7126/06 J.J. 3/23/06 C cQ 13/4"MIN.E.D.TYP. NOTES: MIN.3.4 KSI �r 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO CONCRETE NOTE 3 1 3/8" TAPCONS EMBEDED 1 3/8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM % MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 D —---- 1 xWOOD BUCK, Q2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH ;—_ J—' NOTE 3 sty-"— __ __._ . #12 TRIMFIT HEAD. • 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS ••••• •• TjH 14"• 1/4" THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD •••• ••• SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •CONCRETE • ****as WOOD •••VCHOR, • •• •• ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE f •••btrAlL A; • NOTE 2 DETAIL BOF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 96:40 WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A •Z1GI?ICAL FLAMM FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE a***: RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. •1/4" • •••••• i****4m' 996 ••• 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER •• HIM 1/4"MAX.S • •• SHIM 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE,CURRENT EDITION. • SIN' • • • (1.5 KSI CMU) • ° OR J I PER NOTE 1 Q I (3.4 KSI CONCRETE) WOOD I ► ` CONCRETE ANCHOR, ANCHOR, <\_ C NOTE 2 , NOTE 1 I I , 13/4' EXTERIOR INTERIOR — I ° 'MIN.ED (HEA &SILL DETAILS A,8,C,D, &H) I I TYP. � _ 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 SEE NAILING INTERIOR _ DETAIL E DETAIL F (JAMB DETAILS E,F a 1) - TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE 6 ANCHOR, ANCHOR, DETAIL H (HEAD NOTE 1 ANCHOR, --- NOTE 2 NAILING .131 DIA.MIN.x 2 1/2"NAIL AT CORNERS AND 5"O.C. l\�y! I II I I IIII+ p, 1/4" 1/4" TYPICAL DETAILS G,H&I. ip i MAX. MAXII s Florida �S M SHIM ' gmtion Dam ll'�; I a oo - .09 • >� �c .. . .. - SEE NAILING �I r�, INyV Nu NOTE 1 '0 1 318"MIN. _ — i �I I I1:�i nI; main ade Product on 1 3/4"MIN. SEE NAILING MIN.3.4 K II E.D.TYP. ° S�r •.' t . CONCRETE 2x WOOD —= — - DETAIL C BUCK, DETAIL D d NOTE 3 — - - DETAIL G (SILL) DETAIL I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS Q TYPICAL INTEGRAL FIN FRAME SECTIONS 8' Deet. R.iw..: IS TE &2 N IMI HD, M MEN . F.K. 4115107 C ADD I.F.FRAME. CHG.NOTE 5 TO FBC,"CURRENT EDITION" ' .F. DBA° R.YbbrrL 107NOKOMI TECHNOLOGY 34 DRIVE ANCHORAGE DETAILS J K 10/17/08 B REVISE EDGE DIST.,EMBEDMENT&SHT.REFERENCES NOKCMIs,PL 34275 *we: F.K. 5/13/06 A ADD NOTE 5 RO.BOX 1529Ac; ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L.Clark.P.E. "^Bx Oro: Ce"uea D- NOKOMIS,FL 34274 Visibly Better sar. : aw.: an.N: °raiM910 tat Re•: PE#99712 F.K. 2/28/06 J.J. 3/23/06 HR710 Half 11 11 4127-10 C Structural M�IA�M�I-QADE LSllliil MIAMI-DADE COUNTY,FLORIDA • ME•TRO-D A DE%LAGLEI BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 141T FIy�( ERS�RF��,S�JIrE:603 PRODUCT CONTROL DIVISION • • • • MI�MI,tLORID.IA:3130V563 ••• (305)379`1901••fAX(395)3§/9-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries •• •• :00 •• 1070 Technology Drive ••• •' • Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-101"Outswing Aluminum French Door w/Sidelites APPROVAL DOCUMENT: Drawing No.11005-1,titled"Aluminum French door&Sidelite-Impact",sheets lthrough 10 of 10,prepared by manufacturer,dated 02-22-07 and last revised on 09/25/07,signed and sealed by Robert L. Clark,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: I. Use of Table 1,require full length reinforcements for OX,XO,XXO,OXX,OXO and OXXO.The lower design pressure from X,XX doors or O(sidelite)shall control. 2. -Egress operable doors must comply with min clear width per FBC,as applicable. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No.07-0629.10 Expiration Date: October 18,2012 'P Approval Date:October 18,2007 Pagel PGT Industries : • ; :•: • . ... . • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . 8 ; : : . . .. • .. 0. . 000: A. DRAWINGS ; ; ;.; "• • � 0 . • • • ••. 1. Manufacturer's die drawings and sections. ' "• 2. Drawing No.11005-1, titled"Aluminum French door&Sidelite-Impact", sheets 1through 10 of 10,prepared by manufacturer,dated X-22:0I andl&1rebr9bd. n 09/25/07, signed and sealed by Robert L. Clark,P.E. :•: ; 0•g B. TESTS Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/sidelites,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5212, dated May 05, 2007, signed and sealed by Carlos S.Rionda,P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09/25/07,prepared by PGT,signed and sealed by Robert L. Clark,P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to"E.I. DuPont Denemours"for "DuPont Butacite®PVB" dated 02/15/01,expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for"Solutia Interlayer for laminated glass",expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, signed by Robert L. Clark,P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. shaq 1.Chanda,P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18,2012 Approval Date:October 18,2007 E-1 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 1.GLAZING OPTIONS: A.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. NOA DRAWING MAP A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. TOPIC SHEET 3.CONFIGURATIONS:X 0 XX XO OX,XXO OXX OXO,AND OXXO. J J J J———J— GENERAL NOTES............ 1 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FBC,CURRENT EDITION. FOR ANCHORAGE CONFIGURATIONS...........1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. GLAZING DETAILS........... 1 5.SHUTTERS ARE NOT REQUIRED. DESIGN PRESSURES...... 2 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. ELEVATIONS.................... 3 7.REFERENCES: VERT.SECTIONS............. 4 TEST REPORT FTL-5212,ELCO TEXTRON NOA:04-0721.01,03-0225.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. PA R S SECTIONS........... 5 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION INCLUDING THE HIGH PARTS LIST...................... 6 VELOCITY HURRICANE ZONE(HVHZ). EXTRUSIONS................... 6,7 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: ANCHORAGE....................8-10 A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E—E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1.,SHT.2. REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 30 30 EXTERIOR EXTERIOR •••• 73 1/2"GLASS BITE 72 1/2"GLASS BITE ; • ApprovQlt*ftplying Wilk 160••• •• 1 Florida Code • Date ® ••••• NO AMa6 —O Z • •••• 94 ® 94 •••; Miami Dade Producl Control EXT.-1/8"ANNEALED OR EXT.-3/16"ANNEALED OR 000 Di, 0By ' / / ,••; HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS • •.. ;;`- �K • .090 PVB INTERLAYER •••• • .090 PVB INTERLAYER ••••• DUPONT BUTACITE OR DUPONT BUTACITE OR ••;'• • • :0:00 41404140• SAFLEX/KEEPSAFE MAXIMUM •••••• A SAFLEX/KEEPSAFE MAXIMUM •• •• 9990:9 ® •••• INT.— — • c'3/16"HEAT STRENGTHEND GLASS INT. 3/16"HEAT STRENGTHEND GLASS • •• . • .402 ® .465 ® �••••• 'r •••i• 3/8" LAMI NOM. 7/16" LAM{ NOM. ' ••• •'•• • GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 t {•/� +y •' �.Y now. P.WN- 1070 TE120"LOGYDRIVE NOTES AND GLAZING DETAILS hK WId07 8 CYARlFYOM OF GLASSlb.dftl ,OMMU 7140aESS AND GLASS BRE. NOKOWS,FL 94276rd " '" ADD�'�D1M 7° WTAX8 AW�PEa TcHAC.W[LUM. FRENCH DOOR&SIDE LITES IMPACT FX R14007 A AO181 GLASS DESCRP7:6ADDN07EA P.O.SOX 1629 r Robe L.Clark,P.E. kaxay: aw: o.t NOKONA FL 94274 Visibly Better 0.6.661Me'" e"� °fNkipMD' Aw: PE 1139712 F.K 222M7 J.J. H21A77 FD101 ix 1 s 10 11005-1 B Sbuolural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LRE PREVAILS) ®l.GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(1/8"A_090 PVB,3116"HS) DOORS WITH GLASS TYPES A,B,C OR D B.3/8^LAMI(1/8"HS,.090 PVB,3/16"HS) C.7/16"LAMI(3/16"A,.090 PVB,3116"HS) HEIGHT D.7/16"LAMI(3/16"HS,.090 PVB,3116"HS) X WIDTH XX WIDTH 68-79 314" 7°_83 3/4" 1 87 3/4" 1 913/4" 1 8°-95 3/4" 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. 30 371/2" 60 713/4" +75.01 -75-01+75.01 -75.01+75.01 -75.01+75.01'-75.01+75. ® MAX.OX/XO WIDTH = 73 1/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH= 12^ MAX.XXO/OXX WIDTHH==107 3/4" 27 3/4" +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX.OXXO WIDTH=143 3/4" 361/8" +75,0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64,2 -64,2 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66,6 -66,6 +63.1 -63.1 BICECOR OVEFROM EITHER TABLE COMPLY URRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGTH THE EGRESS RESSES NOT FNTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C OR D REQUIRED BY CODE. 36 3/4" +75.0 -75.01+75.01 -75.01+75.01 -75.01+75.01 -75.01+75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-RADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ®5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® APPROVED CONFIGURATIONS:OX X0,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES GLASS TYPES A,B,C OR D DESIGN PRESSURE_+67.6/-67.6 PSF HEIGHT EX.B FROM TABLE 1. X WIDTH XX WIDTH 68.79 3/4" 7°-83 3/4" 87 3/4" 81 3/4" 8°-95 3/4" OXXO WITH GLASS TYPE A 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES 2° 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 1+47.4 -47.4 DESIGN PRESSURE=+70.4/-70.4 PSF 271/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.71+48.8 -48.8 +46.1 -46.11+43.8 -43.8 +41.6 -41.6 30'WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES 26 31 1/2" 50 59 314" +49.0 49.0 +46.2 -46.2 +43.6 43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE=+43.6/-43.6 PSF 28 33 1/2" a 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C 35 1/2" 67 3/4' +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES 30 37 1/2" 60 713/4" +34.0 -34.0 +34.01 -34.0.+34.0 •34.0 +34.0 _34.0 +34,0 -34.0 DESIGN PRESSURE=+43.1/-43.1 PSF i•••' Appl-VA Stu POng wit)VVO 0•• porida cod •• SINGLE O WIDTH GLASS TYPES A,B,C OR D ®6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WH*(#4• D't` iefi • SIDE LITE REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE •••:• ...i Wd-Proa-C- ""' 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCENI I�T By` �••i 12 3!4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. •••• D� 0000 0 00.00 19" +72,4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 ""' ••i••' • 0000.. .. .. .. 213/4" +64,5 -64,5 +61.0 -61.0 0000 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 ..,•�• 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6J-42 0 •... ; 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 0 0* 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.01 -34,01+34.0 '`Gl'°��•/ "� • R.IdW. few: ,awL- 6" DESIGN PRESSURES REVR4E0 TAf3LE20'E8/0N 1Ntl IRMANDt NON-REW VERSON 1070TECNNOLOQYDRIVE F.K ft.dftyWf"7 H COa/B OLABBTVPEBitMAX3f2FSAYTONOTES6ADDN07ES566 NOKOMfS,FL9127lt ns: �Clark, REVISE NOTE 7,2&A ADD NOTATXJWB TO TABLE 1AND2 ALUM.FRENCH DOOR&SIDE LITES IMPACT FJC WfIN7 A Ri3"MAX SWDESXNV PRESSURE ANDADAIST.ALL DPS FM TASLE2 P.O.BOX 1628 � Robert P.E. 1sa"n By pW: . - AK NfAg,FL 51274 [�s bly Better •^'�w"a't •°� u'^w.xo. � PE#39712 F.K. 22W7 J.J. &21/07 FD101 1X 2 > 10 11005-1 B Structural 731/2"_MAX.�— " _ 1091/2"MAX. " 4" - ---1-43 3/4"MAX. --- �— r SEE NOTE 3 f� SEE NOTE 3MAX MAX. MAMAX363/4' I , 49 49 ,' �41 I I I , I (TYP.) I � I i JE E� ; E Er �E Ef JE ; E� JE I 1 1 f I , / X O O X O O X ACT. X 1NACT. O SEE NOTE 4 OX OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 SEE NOTE 4 713/4"MAX. 36 3/4" 371/2" 24 9/16"MAX. MAX. 33 518"MAX. A A DLO(TYP) DLO(TYP.) G B 95 3/4" I 49 MAX. 49 41 G 10 ' HT. \ � P. ; 95 3/4" I , ® MAX, 64 316" + 10 (TYP.) MAX. DLO ' 84 X. TYP. MAX. DLO •••• I I , i (TYP.) DOOR ,• ••�-_ •••••• 40" i ` j ' DLO HEIGHT =HEIGHT-11 318" • rlYi' p�; r2_ •• (TY / I DLO WIDTH'X' =DOOR WIDTH-12•'1.5(1$• A •o O + JD CI \ I / IC Fr F DLO WIDTH'XX'=DOOR WIDTH/2 l§/: '14A ,,,,wry s.n+ j••••• I . 1 II • I �45�a • I X XACT. i X INACT. O SIDE LITE • :' • DLO HEIGHT=HEIGHT-11318. &7`9000 i••••• A —�X A B DLO WIDTH =WIDTH-31/8" ••••• • • • NOTES: 41 ...... 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. + • • f' 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • -90000••••• w�± •:• 3.SIDE LITES OVERLAP'X"AND"XX'DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO','OX','OXO"XXO','OXX'ANO'OXXO'CONFIGURATIONS. i • ••!• • 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). •• �' +�"• 5.CLEAR OPENING FOR"X"AND'XX'DOORS AS FOLLOWS: ("X'DOORS=WIDTH-5.646) ('XX"DOOR=DOOR WIDTH/2 4.079) filN'/ Alw"L•�: ors: 1070 TECHNOLOGY DR ELEVATIONS by FJC wf"T B CORRECT MWTVAL DLOANDFOMUM NOKOMIS,FL 94276 r�_ err RradB" "oflaaFa�usFOR DECIFY smeUTE ADD 000RD+Doa+. P.O. IWO ALUM. FRENCH DOOR&SIDE LITES,IMPACT Robe P.E. FX BhIb7 A tDENRfYDFADBOLTAND SPECS:Y7C'ACT.AND7T kL1CT. �, sMt bs.."•y. orr a•ro arr NLICOM/S.FL 94274 1r,;,jbjy Better °i"nM6 "" PE 1f38712 FX 2122/77 J.J. 6/21/77 1 FDfOf PITS 1 3 d 10 1 11005-1 1 B Structural 3 40 EXTERIOR INTERIOR 10 1 2 60 37 i CLEAR COLORED SEALANT EXTERIOR INTERIOR 62 ® 63 i MAX. MAX. MAX. MAX. SIDE 62 DLO DOOR DLO LITE HEIGHT HEIGHT -1U9 •••• • • Appo**m complying wifjljb&•• SL VIEW G-G '00 Florida Balding Code • CORNER ASSEMBLY "•:'• " yea - 2. �ftT 1/ � .:. 30 61 Mlamr de rodoct Contin Div' • ' •••• % C •• 12 • 40 • Lass •'..' al so DOOR SECT. A A SL SECT. B-B •••• •f; 13 '..' : 1, VERTICAL VERTICAL •.�;�f 10707ECMNOM.O YMM EXAMPLE ELEVATIONS jl G FX W1&07 8 NO C MANGE TM SNEE7. NOKOMMS,F1 34M »rk FJC BMW '' Stan,nom.EH=OW SWSECIMAroo>�ASSEAcr P.O.BOX laza ALUM.FRENCH DOOR&SIDE LITES, IMPACT Roberti rk.P.E. V-5r.. Oalc oh-w OtY• NOXOMMS,FL 94274 Visibly gem, °rMSYv*t a0"c aw °''"an"` ^" PE 9712 F. Z=7 JJ. en1ro7 FD101 1/2x 4 s 10 11005-1 B Structural 4 49 MAX.'XXWIDTH � 0 � MAX. k.MAX Dlo ')()(' SECT. C-C DLO' 31 35 36 34 44 HORIZ. 46 45 5 32 MAX.'X'W IDTH 20 a •I INTERIOR ==�nl • �MAX.� 46 21 DLO 'X' SECT. D-D EXTERIOR 5 HORIZ. 67 SPACING SAME AS � MAX.SL WIDTH JAMB ANCHOR SPACING MAX.SL WIDTH — '1 (SEE SHEETS 7,8 AND 9) —� • Ap}r•t dW eomplyin.nir w• 62 • • Florra Bu:ding Cod • • gp1E_ � 1 �oG • • Mlarai Dade Product Control •• ••• Divyio! r / fl •••• • ••••• •• •• �MAX.� MAX. • •••••• SEE TABLES 1 AND 2 AND DLO 22 DLO �••�•� • � /� NOTES ON SHEETS 1&2 • •••• ••�i L 66 62SL SECT. E-E 62 FOR APPLICABILITY SL SECT. F-F ••• 40 HORIZ. (DOOR W1 SIDE LITE) HORIZ. (SINGLE SIDE LITE) •• •• R.Nrlora 0--oft. '! p 1070 TECHMALOOYDRIVE VERTICAL SECTIONS �� 11 1 F.K. 8N&D7 a nrot�lAnoE7rasalEEr. nroxo#us;FL 94276 ALUM. FRENCH DOOR&SIDE L1TES IMPACT F.K 9/1407 A ADD WOORW&VEUWTOSEC77gVEE6' OOLESIDE WE'TOSECT.Ff P.O.Box I 8 Robert L. rk,P.E. t7rawn ey: Derc Clacrrd Ow: NOKONA FL 94274 Visibly Better a waver: a r. airs 17axeV Tin nea PE#39712 FA 212207 J.J. 6111197 FO101 �/ZJC 5 a 10 11005-1 B Structural ITEM DWG# PGT# DESCRIPTION ITEM DWG# PGT# DESCRIPTION 1 943B 60411 - FRAME HEAD 60 920D 6920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 916B 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781 PQA #8 X 1.000 QUAD PN.SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING#70999) 7 7832X12FPXP #8-32 X.500 PH. FL.MS-S.S.W/SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMB), 70 712653K SETTIING BLOCK,3/37'X 1/4"X 1"W/PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16"X 1/2"X 1"W/PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT(AMSBURY#32011) 73 988 16988 IBEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 164986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) 93 1224 16TP247 IBULB,THICK(USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899,983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 95 GLASS,3/8"LAMI-1/8"A, .90 PVB,3/16"HS 20 9150 60380 FRAME JAMB(OUTSWING) 96 GLASS,3/8"LAMI-1/8"HS, .90 PVB,3/16"HS 21 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 97 GLASS,7/16"LAMI-3/16"A, .90 PVB,3/16"HS 22 6608 66608M REINFORCEMENT,1.000 X2.750 X0.650,6061-T5 -9F GLASS,7/16"LAMI-3/16"HS,.90 PVB,3/16"HS 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 102 11006A 141106A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF-THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL.SMS 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 30 9100 6910 DOOR PANEL,TOP&BOTTOM RAIL 31 911E 6911 DOOR PANEL,SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL.SMS •504-- 34 913A 60378M TRUSS CLAMP 360 35 1130 6TRODA 5/16-18 THREADED ROD 36 990 7990NUTA 5116-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL ,)3 OUTSWING THRESHOLD 0000 38 7834FPT #8 X.75 PH.FL,TEK CHANNEL COVER • • • 39 997 •70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) 6063-T6 • • • 0 40 1023 67924G WSTP., .187 X.250 HIGH,FINSEAL •• 0 •••;'0 • 0.0.0• 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) • " • see*:* 4 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS •••• "' .'.`complying +tE 15f•• 43 1212 7P30GG SILL DUST PLUG(INACTIVE PNL) **so** FloNMflwdir Code 44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) Do& c •• 45 984B 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) •• •0 NC #b 0 uet CAP 0••• �--2.750---►1 •• •• wi I7, 46 1213 60200K WSTP.,Q�ON.190 X.200 HIGH D. sbn •• ••• 47 929 74UBLOK LOCK SUPPORT ASSY. (41707&41708) •••••• By�,, ,z�• • 48 1139 7634F #6 X.750 PH.FL.SMS 1.000 : 0 ; 9004, • 49 982 FD2PTAY 2 PT.LOCK ASSY. •0000 • 50 6R180FS RUBBER SLEEVE • • • .650 •• • 0 •• • • 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) •125 • • • a f 1 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL 0000 - ;• 53 1118 710X34PFA #10 X.750 PH FL.SMS 6063-T5 54 957 70957X HANDLE STRIKE PLATE /! 55 11118 710X34PFA 1#10 X.750 PH FL.SMS F Aewe� ars ra.„wm ��` i 1070TEC1*N01.0OYDAnT PARTS LIST �j J FK OU97 B NO CHAAW nM SHEET. NOKOMIS,FL 3/275 '""`b"` C;TIALUM.FRENCH DOOR&SIDE LITES, IMPACT FK BH4M7 A ADD RELI 103 DEAD BOLTAl�7MACTNE PANFl pJLy-iv l7EM 41. P.O.BOX 1620 Ro L.Clark.P.E. fh-By. db: 3;-- Qrb: NOKOM4,FL$4274 T/uib&Better s r waw Burr a"itr ° � nw PE#39712 F.K. 2/22107 J.J. 6J21N7 FD101 1r 6 e 10 11005-1 B Structural 1.750 1.750 1.750 1.750 1.4801 .050 1.620� . .250-► F�-- 4.726 4.726 4.726 37 WEATHER 4.626 STRIP CHANNEL .062 - .062 3.000 .050 6063-T5 4.000 4.100 .062 4.100 .062 4.675 4.675 0.375 4.100 DOOR FRAME, 2.125 .125 2Q JAMB L:-T DOOR PANEL DOOR PANEL 6063-T6 3Q TOP 8 BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 6063-T5 8063-T544 INTERIOR ASTRAGAL EXTERIOR ASTRAGAL O HINGE 6063-T5 6063-T5 32 6063-T5 �1.5w 1.578 3.3.111 I � � 1-1 �-.525 5 L .125 5550 .750 .683 .050 .683 [==jZ.050 1.400 .050---4- - 050 1L 0 FILLER HEAD ADAPTER O TRUSS CLAMP 73 3/8"GLAZING BEAD 72 7116°GLAZING BEAD 3� Q 6063-T5 6063-T5 6063-T5 sos3-rs �--3.100-+-{ 3.000 1 1.479626063-T6 JAMB 60 • 8063-TB � �'�' ••••1.479 •••••• •• • ' 1.272 •••• • • • • • .830 {� •••••• • • • ,050 5.459 .075 5,212 I I •••• ApVo,'.dr conyriying AA'I*IMI•• • • Floidnilw4g6Code • OFRAME HEAD 6.085 •••• IuaR o-, •• 6063-T6 •075 •• • Mirp P uet oRtlMt.••• 1 0000041 WW D9PJG 4.586 •• •• By•S L 2.980 • •. 050 • • • • •••• • 750 .079 1.489 � .050 . 0 0 �00�0� .489 ( •• • •••• • • T- 3.100 T- •••• 3.000---►� SL JAMB OUTSWING THRESHOLD SL HEADER SL SILL 66 ADAPTER S 6063-T69 6063-r6 61 6063-T6 O 6063-T61' /. a /( 1070TECHNOL00YORIVE rm EXTRUSION PROFILES Z �7 FX 4W"7 B NO ChANOE TM SHEET NOKOMIS,FL 94275g3c A R..d8r. 3W '�"�`' ALUM. FRENCH DOOR&SIDE LITES IMPACT rd FX L"41W A AOD'DOOR'TOnEw2o a GLASS SED UAL TO MEW 30,91.44.156 S P.O.Box is" _ alar n m: NOKOMIA FL 9!274 R K L.Clark,P.E. F.K T12T�07 J.J. 621RD7 Visibly Bever a.FDIOI 1r12X 7 a 10 a.+rcau 11005-1 B Stnxural HEAD HEAD HEAD HEAD HEAD ZONE C"' i ZONE I ZONE"D"� I ZONE E"� I ZONE"D"ZONE E"l EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19"x 83 3/4"SIDE LITES"B"AND "E"ZONE ANCHORS FROM w w w w w w w w TABLE 7,SHEET 9. o X o o o o O o o XO OR OX Zo N N N N N N N N PLUS; m m m —Qi ` —Qi —Qi ` < -Q, < -Q, B.71 3/4"x 83 3/4"XX DOOR ZONE "F"ANCHORS FROM TABLE 4, SHEET 9,EACH"F"ZONE. SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: SILL SILLTOTALS(4)TYPE 1 �ZONE"C" SILL SILL SILL EACH JAMB AND2+052N4) SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 TYPE 1 OR 2 ANCHORS AT HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD AND AT SILL. �ZONE-t—ZONE"F'—t-ZONE ZONE"D"ZONE-F"---t-ZONE t ZONE —ZONE"F" E ZONE"F"�Z' . E E E E w N z Lu OXO o N (XXO OR OXX N N OXXO N co co < > • Q• • • • • • • • Zo •• FiWid"Uuuing Cr ••• Uate ck-T I S'1%?• • SILL SILL SILL SILL SILL• e: • Nena c •• SILL SILL SILL SILL SILL �froduct •Wird ••• •• ZONE �— --�ZONE �— ---ZONE ZONE —�-- —4-20NE. •• • p (�SS • "E" ZONE"F" .E" ZONE"D" ZONE"F" ZONE"F" ZONE"F" .E" • • • ^7 • S_EE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 • • •••• ••••• ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT •*000 • NOTES: 71 3/4"W'XX'DOOR WITH 19"W SIDE LITES(SEE SOLUTIO . •• • • 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1!4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 00:60 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS(ALL):131/4"MAX.FROM CORNERS AND 23 1/8"MAX.O.C. i HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Y 'I f• 1079TECHNO.OGYDAns ANCHORAGE, CONFIGURATIONS �� F.K wfav7 B NO CHANGE THS SNEET. NOKOMIS,FL 37275 M. ,tom oxo'ORUrANCHORZONEFR« IC'TO .ADDANCHORTYPEs ALUM.FRENCH DOOR&SIDE LITES IMPACT FK awv? A TO SOLUTION. P.O.BOX 1629 _ Robe L.Dark,P.E. t7Ywm ey. OMr D� NOKOMIS,FL 35274 Risibly Better ww. •"t' d 1 11�$-� B PE#39712 F.IG 2r1?/C77 J.J. 8r2M7 10101 /VTS 8 Structural TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OXO &OXXO 1,1/4"ELCO TAPCONS GLASS TYPES A,B.C,D GLASS TYPES A,B,C,D GLASS TYPES A,B,C,D GLASS TYPES A,B,C.D GLASS TYPES A.B,C,D ANCHORTYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE &SUBSTRATE 2.3,WOOD 1 1,2,CONC &SUBSTRATE 2,3,WOOD 1 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CON. &SUBSTRATE 2,3,WOOD I 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC 2,1/4"ELCO SS4 CRETE-FLEX DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES MASONRY ANCHORS "X"- 25.50 70("-47.75 m W "0"- 10.7 "X"- 25.5 "X"- 25.50 3.#12 SCREWS(G5) TO 37.60 TO 71.75 2 TO 36.75 TO 37.5 TO 37. L �` 4.ENCIRCLED ANCHOR L rn b rd L.r� w�leu d J w Iu lu b w 5 w d Li =1 QUANTITIES IN TABLES 4 _� _� a -ma m-m �_ "XX"-47.75 �, y a N y a y - m 3►<m~ m m~a ia- m - m m rn w a °0 v, y < TO 71.7 m ° m N a AND 7 PERTAIN TO THE m a a m a - Co a m m a a m m a a m m m a EXAMPLE ANCHORAGE a = iQ SE SE ! SOLUTION ON SHEET 8.aa w XUT x x x x aWIDTH x HT. O O O WIDTH x HT.WIDTH x HT. x WIDTH x HT. : LITE O O x x O O x x WIDTH x HT. O O x O O X 25.50 x 79.75 5 12 7 4 121 3 47.75 x 79.75 41 3 6 4 2 1 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 42 F 10.75 x 79.75 4 2 4 2 83.75 5 2 7 14 12 1 3 83.75 5 4 7 141 2 3 83.75 4 1 4 1 83.75-4 2 0 4 2 p 83.75 4 2 4 2 87.75 5 2 7 14121 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 4 2 87.75 2 4 2 1- 91 75 - 91.75 5 2 7 14121 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 Q 4 2 0 91.7 4 2 4 2 95.75 6 2 7 14 21 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 ss� 4 2 95.75 4 2 4 2 27.50 x 79.75 5 2 7 14 21 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 10 4 2 0 12.75 x 79.75 4 2 $ 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 -j 4 2 f 83.7 4 2 J 4 2 u� 87.7 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 4 2 � 87.7 4 2 m 4 2 m 91.7 6 2 7 4 2 5 91.7 5 4 7 4 2 3 91.75 4 2 4 2 91.7 4 2 a 4 2 < 91.7 4 2 5 4 2 85.7 6 2 7 4 2 5 95.7 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 f 95.75 4 2 IL 4 2 d 29.50 x 79.7 5 2 8 14 2 3 55.75 x 79.75 5 4 7 14 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 113for 4 2 wo 19.00 x 79.75 4 3 2 U. LL 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 0) 4 2 y 83.75 4 3 0 42 LOU 87.75 6 2 8 4 2 5 87.76 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 F 4 2 1- 87.7 4 3 z 4 2 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.7573 = 4 2 = 91.7 4 3 4 2 Q 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.7 4 3 4 2 95.75 4 3 v 4 2 V 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.7 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 0 4 2 0 21.75 x 79.75 4 3 4 2 W 83.75 6 2 8 14. 2 5 83.7 5 5 8 4 2 3 83.75 4 2 4 2 83.7 4 3 4 2 83.7 4 3 p 4 2 s 87.75 6 2 8 4 2 5 1 6 5 8 4 3 5 87.7 4 2 4 2 87.75 4 3 111 4 2 m 87.75 4 3 j 4 2 a 0000 91.75 6 2 8 4 2 5 91.76 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 Z3 4 2 Z 91.7 5 3 0 4 2 00*0 0000•• 95.7b 7 2 10 4 2 5 95.75 6 b 8 4 3 5 95.7 5 2 4 2 95.75 5 3 w 4 2 w 95.76 5 3 Pi 4 a'• m 000* •• 33.50 x 79.75 8 3 8 4 3 3 83.75 x 79.7 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.7 5 3 -C 4 2 -C 27.75 x 79.7 5 3 4 •20•� *000 • • • 0000•• 83.75 6 3 8 4 3 5 83.7 6 5 8 4 3 5 83.75 5 2 4 2 83.7 5 3 o 4 2 p 83.75 5 3 a 4 •2• • • • 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.7 5 3 4 2 a 87.7 5 3 4 a20 AFProvW as complying Ails ttip•• Fldlida Bu' f• Coda • • 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.7 6 3 4 3 91.7 6 3 4 •30 O 311 are• L Z LL �6j' •• 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.7 6 3 m 4 3 W 95.75 6 3 W 40.3 Ke w Mimi DadoP4-" a C•AtAp 00• 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.7 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.7 6 4 4 3 36.13 x 79.75 6 4 Di4b s t•• 4• By• St,v 1. 4.�,1t • 83.75 6 3 8 4 3 5 83.7 6 5 8 4 3 5 83.75 6 3 4 3 63.7 6 4 0 4 3 p 83.75 6 4 Y 4.4 • • 87.7 6 3 8 4 3 5 87.75 6 6 8 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 7 5 4. 3 > • U. O Q 0000•• •00000 91.7 7 3 1014 3 5 91.75 7 6 1014 3 5 91.7 7 3 4 3 91.7 7 5 1- 4 3 p 91.7 7 5 4 3 Q 00•• • 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 v 4 3 V 95.7 7 5 = 4 3 = • •• ••••• „• 7.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 $ 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.7 6 4 4 3 Q 36.75 x 79.75 6 4 = 4 3 2 •• ••• ; 83.7 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 13.75:6 4 M 4 3 m 83.7 6 4 W 4 3 W 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.7 7 5 < 4 3 4 87.75 7 5 4 3 i' 1 .; 91.75 7 3 10 4 3 5 91.75 7 6 1014 3 5 91.75 7 3 4 3 91.7 7 5 to 4 3 to 91.7 7 5 4 3 / 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.75 7 5 4 3 `��4 1070 TEOW40LOGY DRIVE ANCHOR QUANTITY LOAD ZONE TABLES ' l Fx swam a NO CHANGE TM Sh EE7 NOKOMA%FL 34276 76gow,- rd ira Z)f ADD AL80 USE wr TABLE a TO TABLE 4,97.CHANGE TABLE 6.,HEAD ZoNE ALUM.FRENCH DOOR&SIDE LITES,IMPACT F.K N1407 A 9770 9YM/DC0LUhW R£FER6WE App W 70AACHO t m-E& P.O.BQ IMP � � Robe L.Clerk,P.E. aiwey: iw- oar: NOKOMIS,FL 94274 Visibly Better °i•°�` A'r E#39712 F.K Z2207 J.J. G21A)7 FOfot NA 9 d 10 11005-1 B Structural 2X WOOD 1 3/4" 1 3/4" 2X WOOD I___ 13/4' 3.4 KSI MIN.CONC. 13/4-MIN.E.D. BUCK,NOTE 2 3.4 KSI MIN.CONC MIN E,D. MIN E. BUCK,NOTE 2 1 O. '*. ..- _..... 0. "4 IX WOOD BUCK,NOTE 2 y. 1 3/8'TYPE I 'TY El 1X WOOD 13/8 P 1 3/4"TYPE 2 BUCK, 13/4"TYPE 2 13/8 2 1 3/8"M IN. — MIN, 1/4"MAX. 1/4"MAX. SHIM 1/4*MAX. 1/4*MAX. SHIM WOOD EXT. SHIM SHIM CONIC. WOOD CONIC. EXT. -WOOD EXT. -ANCHOR, EXT. TYPE 2 OR 3, ANCHOR, ANCHOR NOTEI NOTE TYPE 2 OR 3, NOTE1 DOOR HEAD (WOOD) DOOR HEAD (CONC) 11/4"TYPE 1 OR 2(CMU) -NOTE I 1 3/8"TYPE 1 (CONC) IDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1318" 1 3/4"TYPE 2(CONC) § 1/4" HIM MIN. 1/4°MAX. ___4 SHIM 1 1/4-TYPE I OR 2(CMU) SHIM --T 1/4"MAX.SHIM 13/8-MIN. 1/4'MAX.SH 13/8-TYPE 1 (CONC) 7-7-IC7 T 1 3/4'TYPE 2(CONC) .1314'MIN.E.D. WOOD CONC. MAX.IAX*SHIM 0 E4D S ANCHOR N.E.D. ANCHOR, • N CONC NOTE STAGGERED ANCHOR 1.6 KSI MIN.CMU OR ON CENTERS,- WOOD 3.4 KSI MIN.CONC. TYPE STAGGERED ANCHOR, 2 OR 3, CENTERS, 1 314"MIN.E.D. `.'':•«,�: t O TYPE 13/4'MIN.E.D. NOTE1 NOTE1 L—' ."d— 2 OR 3, 2X WOOD EXT. IXWFOODBUCKql-'--- WOOD EXT. NOTE1 1.5 KSI MIN.CMU OR BUCK,NOTE 2 NOTE 3.4 KSI MIN.CONIC. BUCK,NOTE 2 IX WOOD BUCK,NOTE 2 EXT. DOORJAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONIC.ANCHOR, ,NOTE I NOTE 1 OR 3 -WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 -CONC.ANC OR,NOTE 1 - 1X WOOD EXT. EXT_ BUCK,NOTE 2 EXT. NOTE 3 EXT. 1/4"MAX. 114"MAX. 1/4"MAX. OR, SHIM J77 SHIM 0 0 SHIMAXM 13/8"MIN. 1 3/8"TYPE 1 1 3/8"MIN.O 1 W4'TYPE 2 -'i'13710"PE 1 3.4 KSI MIN. • 4*"FOE 2 t 3.4 KSI MIN.CONC.t "I. 0 1 3/4 Approv,41 aswl? CONC.. --li FIbrida Boltalog cwn 0 • 2X WOOD BUCK NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 13/4" —.1 •00 0 200 DOOR SILL,(WOOD) DOOR SILL (CONC) MIN.E.D. -7-yr rp- SIDE LITE SILL(WOOD) SIDE LITE SILL (CON ;;' Wa-i Dait Product Wil,. • 9-10 NOTES: .. .a • 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4-TAPCONS EMBEDDED 1 3/8'MIN.(TYPE 1) OR.•1/4-;St0000 96*a:* CRETE-FLEX EMBEDDED 1 3/4'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONSJUSE , •"'•' 0 0 #12 SCREWS,G5(TYPE 3)OR ELCO 114-SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8'MIN.(TYPE 2). 0 0 0 mesa* 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN I 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS a • 0000 DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE •*000 AUTHORITY HAVING JURISDICTION(AHJ). 4/ 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ft.d&y Dft- WWAF1070IEChWOLOGYDRW ANCHORAGE DETAILS FJC WIW7 6 NO CHOINGE THUS SHEET. MWOMIS,FL 34275 TM"'R—dir. UA. Rml&- SPEC.TYPE I&2 61431-ED.ON CONC DETALS.$PLC.TYPE 2 ON wow ALUM. FRENCH DOOR&SIDE LITES, IMPACT Roz FJC &'14ffl7 A DETAU.S.ADDANCHIM TYPES TO NOTE 1. P.O.Box 1528 Clark.P.E. u—mr. iiiiiT Dift 0.dd* NOKOWIS,FL 34274 Visibly Better so.. PE#39712 FX ZP2W7 JJ NTS 10 0 10 11005-1 B Structural -- I . 6)21)7V7 FD101 I .. .. . . . .. .. . MIAMI-DADE ••• ••• Is1tfILTf MIAMI-DADE COUNTY,FLORIDA L�1J�Y METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) •j4Q W/'ESTJLAr(JLER§TfLEDT,SUITE 1603 PRODUCT CONTROL DIVISION ' �•�. • 0o MIAMI �LaRbA 33130-1563 • • ••• ..(.305g5-2941',. F:A%(305)375-2908 o. NOTICE OF ACCEPTANCE (NOA) www.nuamidade.eov/buildingcode PGT Industries • 1070 Technology Drive, Nokomis,Fl.34275 . .. .. . . . SCOPE: . . ... .. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including IIigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series IIPW-701" Aluminum Fixed Window-LMI APPROVAL DOCUMENT: Drawing No. 4259-4,titled"Aluminum Picture Window,Impact", sheets 1 through 12 of 12,prepared by manufacturer, dated 7/14/03 and last revised revision"B"on dated 4/4/07, signed and sealed by Robert L. Clark,P.E., bearing the Miami-Dade County Product Control Renewal 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 Limitation: 1. Max DLO=Width-3.75 and/or--Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5",except Hexagon&Octagon corner dist not to exceed 3".Max. corner distance for Nail(Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5". 3. -The anchor installation shown is applicable without geographical limitation. 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 wi11 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 renews NOA#07-0418.06 consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 08-1112.10 Expiration Date: February 19,2014 MIAWDAb Approval Date: January 08,2009 `tib Page 1 . . . ... . . . ... . .. .. . . . .. .. . PGT Industries : : •:• : : : : •,Y NOTICE OF ACCEPTANCE: EVIDENCE SURMIT.TED • A. DRAWINGS (transferred from file#07-0418.06) •: • 1. Manufacturer's die drawings and sections. 2. Drawing No.4259-4,titled"Aluminum Picture Wip0ow,, Impact", sheetsI through 12 of 12, prepared by manufacturer,dated 7/14/03 and last fevisC4 Xeyi4o;`P'!Qn d ted 4/4/07, signed and sealed by Robert L. Clark,P.E. ; : : ; ; :0. ; goo oo B. TESTS (transferred from file#07-0418.06) 1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of alum. Fixed windows of various shapes,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03 and test report FTL-3850,dated 07/31/03,both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007,prepared, signed and sealed by Robert L.Clark, P.E. 2. Glazing complies w/ASTME-1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade/Building Code Compliance Office(BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the"Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2.Notice of Acceptance No.05-1208.02 issued to E.I.DuPont DeNemours for"DuPont Butacite PVB",expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11-06-08 signed and sealed by Robert L. Clark,P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA#07-0418.06 expires on February 19, 2009. k5k4k� \ . Ll ct,41K Ishaq I.Chanda,P.E. Product Control Examiner NOA No 08-1112.10 Expiration Date: February 19,2014 Approval Date: January 08,2009 E-1 NNOA DRAWING TABLE OF CONTENTS NOTES: LARGE MISSILE WINDOWS SHEET 1.GLAZING OPTIONS: GENERAL NOTES.......................... 1 A.7/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLAZING DETAILS........................ 2 GLASS WITH AN.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS,FLANGED............... 3 B.7/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS GLASS WITH AN.090 ELEVATIONS,INTEGRAL FIN....... 4 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURES FLANGED.. 5 C. 1 1/16"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS,A 7/16"AIRSPACE AND 7/16" DESIGN PRESSURES FINNED......6 LAMINATED GLASS WHICH IS COMPRISED OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT SECTIONS,FLANGED................... 7 STRENOTSUED GLASS WITH AN.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASSY,FLANGED........... 7 •••ieA 1/16"GAMI CG.GLAS$'CQMPRISED OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS,A 7116"AIRSPACE AND 7116" SECTIONS,INTEGRAL FIN........... 8 CORNER ASSY, INTEGRAL FIN... 8 •••• I mNA`WGLASS'PVHIC14 IS COMPRISED OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 INTERLAYER EXTRUSION PROFILES........FIN... 9 • OF DUFOAT BUTACITFE OLt SAFLEX KEEPSAFE MAXIMUM PVB.• 0 000000 PARTS LIST.................................... 9 •1•MIGN PPZ&%aRE RAMMM.(FLANGED-SEE SHEET 5,TABLE 1 AND INTEGRAL FIN-SEE SHEET 6,TABLE 2) ANCHORAGE................................. 10-12 ••rIVEGATIt/E DESIGN tMMBASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. *V POSITIM&gEtIGN LOMSPASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. ••0000.• 0 0 0000 • 3.AACHORAft:THE 331fvvrRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, •1116LUDIAG.11ft NOT EIMITEU TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL •• MEET THEfRRIUIREWK M DF THE FLORIDA BUILDING CODE,CURRENT EDITION. 00.00. .••. • FOR ANCFbWGE INFORMATION SEE SHEETS 10 THROUGH 12. PRODUCT RENEWED 4.SHUTTER REQUIREMENT:NONE REQUIREDc°wq.a.w1a me F.rwa Aawp-m I Z•/ 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. K%PbutoiDoft By a �• kv � 6.REFERENCES:TEST REPORTS, FTL-3835&FTL-3850 DMniaa ® ELCO TEXTRON NOA:04-0721.01,03-0225.05 ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION 214 4 od rfwmwwmupp ADM-200$y►LUMINUM DESIGN MANUAL 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT UCTREVLSED EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ewnplyftwuru.FWea teNo� — DD Dow o Pmdaa Cett•I / r er. crc R.Ymu: a."a� CHG.NOTE2 ASTME 7 A IS H GE 1070 TECHNOLOGYDR1VEAM NOTES& TABLE OF CONTENTS �t�rK F.K 4/4W B NOTE 3.ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. NOKOMS,FL 34275ALUMINUM PICTURE WINDOW, IMPACT F.K r 12/15A73 Art A REDUCEANCHOR SPACING P.O.SM 1528 ar�enuak P.E. pM„�, DSO., giedmA Dor NOKOMIS,FL 34274 Visibly Better PE#38T12 F.K. 7/14AT3 PW-701 NTS 1 d 12 4259 B S1ruc9aal 1 1/16"LAMI GLASS NOMINAL 7/16"LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16"ANNEALED OR HEAT 3/16"ANNEALEp j3R HEAT STRENGTHENED GLASS . STRr&NGTFMWD CLASS •090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR •••••• . . SAFLEX KEEPSAFE MAXIMUM SAFLEX KE EPSAFE MAXIMUM • . •..• • PVB INTERLAYER 7/16"AIR SPACE PVB INTERLAYER 0000.. 0000 . . 000000 3/16"HEAT 3/16"HEAT �•�� *****a �••� STRENGTHENED 3/16"HEAT STRENGTHENED .tea:•' ' ' •••• GLASS STRENGTHENED GLASS GLASS 0000. o. 12 a.. ... • • •o o •O.• • • • . . . 000000 108 017 ORE18 OR 22 . . 11 PRODUCT RENEWED mag CC de"it`the maria. AQ 0 eNo.�AOe Z/iq/ OUTSIDE 11/16"NOM OUTSIDE 11/16"NOM I� GLASS BITE GLASS BITE M.M. 13 2 13 1 PRODUCT REV MD n complying with the Florida Bowing Code Aoeepfaace No — Diq 14 OR 15 14 OR 15 � "°°°re °g hedad Cowin 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR-INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) wa.wis 1070 GLAZING DETAILS F.K " 4/4N7 NO CHANGE THIS SHEEP NOKOM�3427D6� ^� / ALUMINUM PICTURE WINDOW, IMPACT Robert L Clark,P.E. F.K 12/15W A NO CHANGE THIS SHEET P.O.BOX 1528 ara BY D.* Der: NOIfOM/S,Fl.34274 {/itiblyBetter a"a""ift tp1YC none �"�~" "'"` PE 836712 F.K 7/14W PW-701 FUL 2 a 12 4259-4 B - stnrc(urat .. 00 ..... HE-XAQON ."." FULL CIRCLE OCTAGON QUARTER CIRCLE AA.0 S4ZE=60"BET-WEEN FLWrS' MAX.SIZE=60"DIA. MAX.SIZE=60"BETWEEN FLATS MAX.SIZE=68"X 68" .OR MSX.ARE�e=X4.65 SQA FTS. OR MAX.AREA=19.63 SQ. FT. OR MAX.AREA=20.71 SQ. FT. OR MAX.AREA=25.22 SQ. FT. 600.0 ee ARCH. 00 0000 e .. MAX.SIZE=48"X 96" "'e e e OR MAX.AREA=30.28 SQ.FT. ELLIPTICAL MAX.SIZE=96"X 47" PltoDUCT RENEWED FAN OR MAX.AREA=31.99 SQ. FT. NA MV Wegwk6rhenerw BaWieg Code EYEBROW Aece"wee Ne Z• MAX.SIZE=96"X 47" Egpintlo.Oft !y OR MAX.AREA=24.47 SQ.FT. MAX.SIZE=96"X 48" a OR MAX.AREA=31.99 SQ.FT. ?m AMEN �-- 96"MAX. --� 44 1/4" PRODUCT REviSED 48 MAX. MAX. s o&wkb rre Fleride N DLO DW 04 9 HALF CIRCLE MAX. SIZE=96"X 48" 92 1/4"MAX.DLO OR MAX.AREA=25.13 SQ.FT. TRAPEZOID RECTANGLE MAX.SIZE=48"X 96" MAX.SIZE=48"X 96" OR MAX.AREA=31.99 SQ. FT, NOTE: ® OR MAX.AREA=32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 1070rKOMS,FL V 7w FLANGED ELEVATIONS ezL F.K. 4/M1D7 8 r/PDATE ANCHORAGE NOTE NOKOMrs,FC 34276 'ftr:k 1211sw �"A NO C,ANGE,NIS�ErP.O.�1� ALUMINUM PICTURE WINDOW, IMPACT P.E. A"NN o.r: ch.rba wNt NOKOMIS,FL 34274 Vuib&Better s iwwase gas a"..e PE#39712FX 7114M PVK701 NTS 3 d 12 ��4259-4 B s •••.. HEXtE@ON • FULL CIRCLE OCTAGON QUARTER CIRCLE AOX-O SIZE=60"BE QNEEN;t,'��S MAX.SIZE=60"DIA. MAX,SIZE=60"BETWEEN FLATS MAX.SIZE=68"X 68" .OR MAX.ARS=•Z�.65 SQ. F'C. . OR MAX.AREA=20.71 SQ. FT. OR MAX.AREA=25.22 SQ. FT. ...... .... OR MAX.AREA= 19.63 SQ. FT. • ...... .. CH. •' •• MAX.SIZE=48"X 96" ""•• / OR MAX.AREA=30.28 SQ.FT. 10, .... ELLIPTICAL MAX.SIZE=96"X 47" PRUDucr unEwEU OR MAX.AREA=31.99 SQ. FT. � with�Fl•fm' FAN EYEBROW A •raen 12.1 MAX.SIZE=96"X 47" Exphal[N D.4 OR MAX.AREA=24.47 SQ.FT. MAX.SIZE=96"X 48" OR MAX.AREA=31.99 SQ.FT. Mob D1vWm 98 1/4"FRAME O.D. 96"MAX 50 1/4' FRAME 451/4" / PRUoucrKioD / O.D. MAX. S WhigIncum*iogCod with Ike rkxfda 48" / DLO Or- MAX. GMAX. 9 HALF CIRCLE MAX. SIZE=96"X 48" 93 1/4"MAX.DLO OR MAX.AREA=25.13 SQ. FT. TRAPEZOID RECTANGLE MAX.SIZE=48"X 96" MAX.SIZE=48"X 96" OR MAX.AREA=31.99 SQ.FT, NOTE ® OR MAX.AREA=32.00 SQ.FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. . . 1070 TECHNOLOGY 5 P4 E INTEGRAL FIN ELEVATIONS FUU7 B ADDFRAMEOD.DIMENSONAhDUPDATEAMCHORAGENOTE NOKOM/S,FL304F . ` ` F.F12nsw A NO Ch4NW 7741s SHEET P.a Box I= — ALUMINUM PICTURE WINDOW, IMPACT rw e L cam,P.E. ow. 5Z NOKOM13,Fc34274 visiblyBetur B""""°°` �°"` """` O1M",�' PE#39712 Fk �/f Pw7o� NTS 4 d t2 4259-4 B SkLwuw TABLE 1.DESIGN PRESSURES, FLANGED WINDOWS(DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16"LAMINATED GLASS(3/16"A, .090, 3/16HS) FTL-3835 S. 7/16"LAMINATED GLASS(3/16"HS, .090,3/16HS) FTL-3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16"SPACE, 7/16"LAMI(3/16A, .090, 3/16"HS) FTL-3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16"SPACE, 7/16"LAMI(3/16HS, .090, 3/16"HS) FTL-3850 WINDOW GLASS WINDOW"Y"DIMENSION "X'DIM. TYPE: . 28.500 34.000 39.500 45.000 46.500 48.000 ./t9.GOq A,B,C +80. � +80.0 -80.0 + 0.0 -80.0 80.0 +800•• 80.0 +80.0 80.0 •••... •4gF.4 9.70 SQ.Fr. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. X54.500 A,B,G,D +80.D.; .;80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 80.0 -4W 10.7$SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 0�6Q000 A,B,C,D ARE +80.(x• •.80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 80.0 • A 11. SCt.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. •-6KrM A,B,Q,D +8010 80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 *:***a •AREA 1;.p§+SR FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 011.000 1 A,B,CID +80►0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 . A 14.Q5 SO.FT. 16.76 SQ.FT. 19.48 SQ.FT 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 PRODUCT RENEWED B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 •a long Q wGhtheFlorida "longcode to AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. Accepuo`•No Expirmthms Dm A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 t•OMCr REVMSED B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 waftcwewith the AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A-plancsN,ou '0� A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 �0't1°� B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1.ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ.FT.UNIT IN TABLE 1. 2.ALL SHAPES LESS THAN THE MAXIMUM SIZE,QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1,OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1,WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3.SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. ' UPDATE DESIGN PRESSURES PER ASTM E 130001 AND NOTES. +070 TECHNOLOGY DR/4F AGED UNIT DESIGN PRESSURES l� a F.K 4/4107 B CLEAN UP TABLE I DESCRIPTION AND HEADINGS. NOKOMIS.FL 34275 77°' /�� F.K. 12/1503 p n'` NorE I ANCHORuvc wrm rll scREws P.O.BOX 152a ALUMINUM PICTURE WINDOW, IMPACT Rw�.n L Clark P.E. Dm-er arc cher-d Drc NOKOMIB,FL 34274 Visf*Better a-w+aart sox nr.pix rr.� PE#39712 F.K. 7/14W PKL701 NTS 5 w 12 4259-4 B st„ckmw TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS(SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16"LAMINATED GLASS(3/16"A, .090, 3/16HS) FTL-3835 B. 7/16"LAMINATED GLASS(3/16"HS, .090, 3/16HS) FT--3835 C. 1 1/16"LAMI I.G., 3/16HS, 7/16"SPACE, 7/16"LAMI(3/16A, .090, 3116"HS) FTL-3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16"SPACE, 7116"LAMI(3/16HS, .090, 3/16"HS) FTL-3850 WINDOW GLASS• WINDOW"Y"DIMENSION "k'DIM. TYPE•• • 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,CpU . +80.0 • • 482.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 1 -80.0 ••"' AREff • 9.70.SQ.FT• 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. X4500 A,B,C,Ll +80.0• •• .0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 1 -80.0 •••• .. 10.7,9lJq Fi. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. p. A,B,C,D •+80.0 .0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 50.0 • �Q ; 11.88�Q.F?. 14.17 SQ.FT 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 5.500• A,B,C,D +80.0....fw.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 • 4RV • 12.96. QF.T. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT 21.15 SQ.FT. 21.83 SQ.FT. :,,Cp A,B, , +80.0; •k§0.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80,0 1 -80.0 +80.0 80.0 A A 14.0 SQ.F"r. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 BAD D +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +74.5 1 -74.5 +73.1 -73.1 +71.8 -71.8 PRODUCT RENEWED B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 as complying with the Florida Code AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT, 26.48 SQ.FT. 27.33 SQ.FT. AAptaaace,ccepte Expi- oe 68Dab A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 - .4 +67.0 X7.0 t 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 Miami Bm4 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 Dom°• AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT 28.26 SQ.FT. 29.17 SQ.FT, A +80.0 -80.0 +60.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 PRSDucr REVIM H ase mpwn wkb ib/heli AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A. ,eoele No tiz- 6.04 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 96.000 !'ndaet B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1.ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ.FT.UNIT IN TABLE 2. 2.ALL SHAPES LESS THAN THE MAXIMUM SIZE,QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2,OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2,WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3.INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. w;seer. Derr rr.dd- D y r UPDATE DESIGN PRESSURES PER ASTME1300-02ANDNOTES. 1070TECHAIOL W4E11M INTEGRAL FIN UNIT DESIGN PRESSURES F.1G 4/4(77 B CLEAN UP TABLE 2 DESCRIPTIONAND HEADINGS. NOKOMIS,FL 34275Vww-vow rat l -PAC;Y- IMPACT ALUMINUM PICTURE WINDOW, FIG 12/18 03 A. c CHANGE NOTE J ANCHORING WITH 112 SCREWS P.O.BQX 1629 Robert L.Clark,P.E. 36 Dap: drd d tomer N010060§,FL 34274 VLrrbly Better a" eitl• 9.wsn.rt p""°�' A"` _ PE#39712 -.F.IG 7114173 PW-701 NTS76 a 12 4259-4 B Structural 13 13 2 2.784" . •... 2.784" . .... on 2 •� •••••: OUTSIDE ... , • .. SSSS.. ... S. �� . 2. •.. 10 17 18 21 22 SS . :0000: SMAX.DAYLIGHT OPENING • �_sI R MAX.WINDOW WIDTH • , o .Soso. •••• . 10 SSSS.. SSSS • 'HORIZONTAL SECTION • *090 (FLANGE FRAME) 11 2 20 8 20 MAX. WINDOW 17 HEIGHT 2 PRODUCT RF,NEWED 18 as complying with the Flarlds 8 ALONG ALONG Bawiag Cade Aeceptance No OS-1112• l0 8 ENTIRE 8 ENTIRE 21 INSIDE E'paratiaao.ta ziJ� JOINT 2 JOINT 22 M6ad 94ie 4MAX. "�'•• 2 DAYLIGHT 7 OPENING SCREWED CORNER ASSY KEYED CORNER ASSY (FLANGE FRAME) MiwCTUVMD 8 WELD (FLANGE FRAME) -coa*f"viinlililienmus Balding coati 13 ml Aseeptmee ns — 2 .aa..nate ALONG "a' proaa�C'�'a� 8 ENTIRE 2 JOINT 2 VERTICAL SECTION WELDED CORNER ASSY (FLANGE FRAME) (FLANGE FRAME) V;dW D ,o,NrKCMIS,FL 4275 WU SECTIONS&CORNER ASSY, FLANGED FK 4/4107 B NO CHANGE THIS SHEET lYOKl7M1S,FL 31175 TM« FX 12/1dN3 A c NO CHANGEIH/S SHEET P.O.Box 152993E -i—� ALUMINUM PICTURE WINDOW,IMPACT Robert L Clark P.E o++.n aro orc am, NOKOMB,FL 34274 Visibly Better sea sumt amr wwt °Y t m. a. _ PE#99712 'LK 7H4 W PUK7o1 HAL 7 a 12 4253-4 B Structural 13 13 2.784" 1 1 2.784" w • •• OUTSIDE • ••• 'I� 11 17 18 21 22 ...... **go: MAX.DAYLIGHT OPENING •" ••• MAX.WINDOW WIDTH 10 HORIZONTAL SECTION 11 •' •• (INTEGRAL FIN FRAME) • MAX. • •• WINDOW 1 HEIGHT 17 8 20 8 20 18 ( }—r.- 21 INSIDE pRODUCT RENEWED ALONG `J 1 8 ENTIRE ALONG eaiding Codawtlr`°`Fbrida JOINT 8 ENTIRE 22 Am pa"e"N.-,2g- LZ.,0 Eipintlw Dar"—Z/444-&14 ar" -�/�a/x„14 1 JOINT "" sr �. MAX. rwia.o Dade 7 7 DAYLIGHTKI OPENING SCREWED CORNER ASSY KEYED CORNER ASSY PmDUCTREVIB�D (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME) =cad, •c mppia`wue themed" 9 1 sf ALONG • -- 88 ENTIRE 8 JOINT 1 1 VERTICAL SECTION WELDED CORNER ASSY (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) a ELCIarK 1o7o7ECHNoeoornrslve SECTIONS,INTEGRAL FIN F.K. ~7 B NO CHANGE THIS SHEET WWOMIS,FL 31275 T•rALUMINUM PICTURE WINDOW, IMPACT FA waar P.O.BOX 1329 P.E. 1BAXt A lCHANGETHISSHEET NO!(OMIB,FL34271 tri{bjy� '""'Lo°"T '°'k a1i6 °i"�•""' p"` PEM�712 F.K 7114M PW-701 HAL 8 d 12 4259-4 B - scucwrw ITEM DWG NO. PART# DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD,SILL&JAMB 2,784" 2 4253 64253 FLANGED FRAME HEAD,SILL&JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL . 10 0 425,E•• • 64255 7/16 LAMI GLASS BEAD • 11 4254... 642',54• 1116 LAMI I.G.GLASS BEAD F�=m 2.500" ';r2' 1224... 6TP247 VINYL BULB WEATHERSTRIP(THICK) rw FNSTALLATION FASTENER VER .14. 4224• bOW CORNING 899 GLAZI GOSEALANT OR EQUIVALENT .062" •190DOW CORNING 995 SILICONE STRUCTURAL SEALANT, .077" • •0••• .... • LACK ... • 0.0.. 116"LAW GLASS:3/16"ANNEALED-.090 DUPONT '900, ..:.. UTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB .' 0000 .. INTERLAYER-3/16"HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME 0000 • 1 1/16"LAMI I.G.GLASS:3/16"HEAT STRENGTHENED 0000 OUTBOARD-7/16"AIRSPACE-3/16"ANNEALED-.090 MAIL:6063-T5 18 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM DWG NO.4256A PVB INTERLAYER-3/16"HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7/16"LAMI GLASS: 3/16"HEAT STRENGTHENED-.090 TROTS+Y(:¢ �:;t6tYefl as compbi"g with the F.*Ift 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM It"41"s 0"1. PVB INTERLAYER-3/16"HEAT STRENGTHENED Acceptrn« Expisatloe Date 1 1/16"LAMI I.G.GLASS: 3/16"HEAT STRENGTHENED G a OUTBOARD-7/16"AIRSPACE-3/16"HEAT mlmdOak vriaw ant* 22 STRENGTHENED-.090 DUPONT BUTACITE OR SAFLEX MIA" KEEPSAFE MAXIMUM PVB INTERLAYER-3/16"HEAT STRENGTHENED PRGMCT RMUD .970" .346" - 4 {�— 1.875" Ana u.ria, Oddft Code bebadvol 009 .050" 975" 975" pmdwco 050" 1-- .062" ITEM 10, ITEM 11, 2.784" 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAIL:6063-T5 MATL:6063-TS MAIL:6063-T5 DWG N0.4255 DWG NO.4254 DWG NO.4253 f-f to7o7EOAM.Fl. 4275 EXTRUSION PROFILES&PARTS LISTFK 4/4A77 B FbIbb— MO CHANGETHl3SHEET NpK ,g g,�sF.K.V;Wr' 12115M A No CHANGE THIS SHEET a o.Box}sty ACIT 4LUMINUM PICTURE WINDOW, IMPACT " Drx Ch-dW DW. NOKOHAFL94274 Visibly Better dam•~'" "" _ PE M712 FK 7/14!03 Pw7or HAL 9 d 12 4259.4 B shuaural WOOD ANCHOR WOOD ANCHOR (SEE NOTE 2) A (SEE NOTE 2) •• 1/4"MAX. 1/4"MAX. 1/4"MAX. ' ••• � SHIM �wF_T � SHIM SHIM ...... • .....!31"DIA:1411ma, • • x 2 1!2'"RAit, • AT CORARS a 13/8"MIN. o 13/8"MIN. o •• •• AND"5 aQZ: 0 ®EMBEDMENT ®EMBEDMENT 0640:00 0 SEE NOTE 3 INOODfUCK4.RFRAMING "'. INTEGRAL FIN DETAIL B 2x WOOD BUCK FLANGED DETAIL C 2x WOOD BUCK I 6RAL FIN DETAIL A ( ) (SEE NOTE 3) •'••'• • CONCRETE ANCHOR CONCRETE ANCHOR (SEE NOTE 1) ® (SEE NOTE 1) FR1/4"MAX. 1/4"MAX. SHIM SHIM 1`I20DUCl itisc,i:iD u complying with the tload" Buiding C.do SEE NOTE 1 FOR Acceptance ak-1117,16 ••:•i' '.• .. ,.i:•••4a' ti• �_ Expiration Date t 7_I .. . i •. s a EMBEDMENT® SEE NOTE 1 FOR .f 1x WOOD BUCK By SU4 • ' ' EMBEDMENT: : :a • • (SEE NOTE 3) Division ® 3.5 KSI MIN.CONCRETE 3.5 KSI MIN,CONCRETE FLANGED DETAIL D(SILL ONLY) FLANGED DETAIL E OR 1.5 KSI MIN.CMU A NOTES: 4� Mom=uVw" vltvs1E ••-•rpt"warm 1. FOR CONCRETE APPLICATIONS - ,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO TAPCONS,EMBEDED 13/8' vwftCe* MIN.,5/16"ELCO TAPCONS EMBEDDED 13/4"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDDED 13/4"MIN. DISTANCE FROM ANCHOR TO CONCRETE ;�ftdol 1 �9 EDGE IS 1 3/4"MIN. *r %-q%3\e 2.FOR WOOD APPLICATIONS , USE#12 OR#14 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX. caaltol 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Dow a--"— NCKOM ANCHORAGE-HEAD, SILL AND JAMBS FK 4/407 B REV/SE AND UPDATEAMCHOR4QEPER CURREMFBC NOKOMA R Fl3 t275 � ALUMINUM PICTURE WINDOW, IMPACT F.K 12/15.03 A CHANGE NOTE 1 AND FASTENER SPACING P.O.BOX 1518 L Clark,P.E. oar G.,r„4 tmr NMMIB.FL 34271 Visibly Better' ° '•1°X0 ern PE#39712 F.K. 7/14A7C1 PW 701 NTS 10 a 12 4259-4 B - Muctluai TABLE 3.ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE-WOOD SUBSTRATE Ezio: WINDOW"Y"DIMENSION ANCHOR TYPES: 1.#12 STEEL SCREW(G5) WIN15.0" 20.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 48.5" 48.0" 2.#14 STEEL SCREW(G5) "`CT72.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 1 2. 4. 1. 1 2. 4. 1. 1 2. 4. 1. 2. 4. 1. 2. 1 4. 3. 1/4'ELCO TAPCON DIM. X Y X Y X Y X Y X I Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 4. 1/4"ELCO SS4 CRETEFLEX ao N co eo N o0 7 co m m a o co ao m ao m o m ao m c` ao N a N m m co 5.5/16"ELCO TAPCON 49.0" O.C. `e) O c� r cn M a r `m r c� r c`+t M c� M c+1 c� r cn r c� r r� r c+t c%� c� N i s N t%1 N • • N r N N N O N N r N r N r N O N O fV O N r N r N r N r N r N r N r N r N r ••• •• •t •• • r r r r r r •••••i OD ao a10 A co O OD co 00 co tp O t2 00 O O00 00 co N 00 N O N tb OD co 54.5" V.C. 5-' o L0r u1 • • o No ao 0 0 o '- ororo0o0o0oro "- ororororororo '- ••• •g�.ifl: ••• ••• r r• N _ O rrN rN N co N 00 O cm, r N r O3 r 0aD N N uaD lzo co 0 • co CD Im 0) a � o �••O.C. rN r• " 0rNN �s N ror R • • • V' 41 7 R N V Y Q 7 t0 V t0 7 tt7 t0 7 tD 7 N a N 0 �66i •O•C " r' o A. • ig• � � c� rr� � 0 v A • ¢ r C d r r r N M N M N • b. r r we O0 O O O r O r O O O O O O r o r O r p r r r 0 r O r O 00 r r r r .RIO) r r r r r r r r r r r 000040 O A t_4 Q fD er0 <O tD 00 O CD O O co a <O00 N tD NN tp 71.0" O.C. a7 =• l o c�+ r c� r c+� rn r� ro3 � <� � t; t, atMr � r ^ Nr�3NmN t� N 00 O O ^ O O O O r r O r O r 7 O "- 00 r r o r 17 r A rrrrrrr rcr N r. Ne} Nr.p N76.5" O.C. O n O O N O tb O O r O r p r O 0 o O p O O r p r O r O p O O r p r O r t0 O m N t0 t0 to f0 cD Cp co tp t0 O PRODUCT r ` ` _ N O N v N vRF,NEWE, 82.0" O.C. r _ to _ r o o � r r o r a.coe r r r M r aj .r- r c� r t+� N M N Plyiag With the Flaridx •- m r r r r r 01 r 0 O 00 .- r r r co r T o r o .- r co r Aac mpftace No 6..$-f 11 Z.l oo 00Expirathts pate 2 I t q „ tt O N O O co c0 to O 0o t0 O tp tD m tp t0 N O N tD N 10 67.5" O.C. o 0 itt r 0 a merit r � r � � u�i cZ• rc3 � c� r Nc� N N a er- n � r n r r t� r t` 00 O O O o1 r O O W 00 O o) 00 r O O co O O plridaa r r 00 co O N to 00 `0 co co tp co 0 000 w co co N 0`D N N co � 93.0" O.C. u� in p in r u vii m r �n r O cn `� c� r M 0 '�' a o °p r r a r er r w � 4mr CD N N N N 00 tD tD N tD t0 �V 0D tD N N N Co N O _N t0 � � 96.0" Oco.C. N ^ N o N N N N o o ^ proc� Nca' or� t� or "� rn rOr � rnNrN '� N r a' m r rn r a co o' co r r co co r o r oo r DtAaqftm�ate �Q9 EP" P NOTES: mdact Coatral 1.ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „Y" MAX.ON-CENTER(O.C.)"X" AND"Y"DIMENSION FROM TABLE 3(MIN.21/8"O.C.CONCRETE SUBSTRATE) DIM. MAX.8 1/2"FROM CORNERS L 2.ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X"DIM. -� FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER //%/'// �� DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE,NOT EXCEEDING 81/2"FROM ANY CORNER. %wd www. 1v7NOECNNSx L 342M E � ANCHORAGE, WOOD SUBS TRA TE F.IG 4/4�D7 8 NEW SHEET Nt7KOA113.FL 91275 '"` lmft-W.-DUE "°""� P.O.sox 1529 ALUMINUM PICTURE WINDOW,IMPACT Rout L. P.E. er. am vwe NtJKOM�,FL 31271 Urarbly Better s"w�me m"a m-e o,.xp on �+•. PE M39712 " FA 7/14/03 PW-701 NTS 11 a 12 4259.? B Sbuobual TABLE 4.ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE-CONCRETE SUBSTRATE 0 WINDOW"Y"DIMENSION ANCHOR TYPES: = w 1.#12 STEEL SCREW(G5) WIND. U a 15.0" 20.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" z 2.#14 STEEL SCREW(G5) "x' ¢ 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 4, 5. 3. 4. 1 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3.1/4"ELCO TAPCON DIM, X Y X I Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 4. 1/4"ELCO SS4 CRETEFLEX co a o m N m N d m a p m Q m m m m m m m m m d m m m aD m N o N m v co w 5.5116"ELCO TAPCON 49.0" O.C. r� r� [�! c3 c� chi o rn chi `� M `� M ^ M n ,� c� t�5 N c� cv N n N N m N N p dD N DD OT N p N N N N m N N aD N N n N N r• n rn rn C) n n n m N b • OD ..} m A m Q m Q N m N m W N m m m co co aD Q m a0 m m m Nm N pD d. m W • J 54.� •a.�. • o i?! i?i rn rn M u� a in u� i?s u� r N N O �[ O • O m O N O m 0 co co O co O O m O O n a0 O O n m O O n n 0 O •• ••• A '' • 'r r O r d1 r Of r • N m N m `' m m m m m a m m m co N N 00 Q o 60.0` •O.C. N • i r 3 'n i?i N u W N a� oo N Co z�. N c�, N �� u�3 N h �i u� N r= in N N • ••• I n 4 1 • p • c m m m 0) rn m o m co rn m w W m n m Q !! we • ,� 6511.4•Q.L. c� d cZ iz o m c� r� C6 t� Rsc� � _ t� T- r 0 • • O n p Oup m O aD co O O m O O n o O co m n n o o w m m m • m • 40 • m m m m m m m m m _ N m N m Q Q m r m m m cD so- D r- m aD aD N N m Q pp - 71.0% O.i M T• .s n t� n W c� rn n M c� cTi �� r� M `n r� W 75 n t� a ^ N r4r • °) m �- m cD cD m m T rn 01 o rn m m 0 m co rn � m n W m 76.5" O.C. c� c� o c� c� rn t� W c� c� A i's ;:: - - N rZ o n o o m O m m 0 w O c o O n Q O m 0 0 m OD m m m 0 ' � m n m � PRODUCTRfStc•:wco m o m co m m m m m m m m ag code nr rac l krr'Ur N N N .- m m m aD m m Q N N OD a Q "ce I 82.0" O.C. O o co c� w rn c:, n o M o 01 u3 t� n ch N N Wtc Z 11 f2 D I.- co N co m _ w m n ^ ' rn rn ! rn m oo m m O _ a n m GO N co m cy m N m Q m to co m m dD _m cr° m m m m �C.O.87.5" � ti u'3 rncli N n N m N N m N m N N co ^ N pp r N n N rn co O .- n o m o CD m m 0) m rn � � u�� m r- m N W O N Co N �. O Q O a0 DD m a0 Q m GO m m m d. Q m m m N oo N m Q m 93.0" O.C. u. o u3 m i6 o CDu� a �S o T u� ,� o n O m '' N m r 0 O n co O m co °- co r •- n r r r r r r G1 r 07 r O r O N e- PRQDUCT UVIOno N co N N m Q Q m N N m N m m aD co m N NLE (� r mwwft wkh lie r6ma 96.0" O.C. N o t� N n N ^ p p N t� �� N m c� N m v`5 ti N BnidiftcWc n a m m m m m n o m m rn rn 0 0) co m o Aacptaace� �9 Ry NOTES: K4- "C rnmrac "'� 1.ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX.ON-CENTER(O.C.)'X' AND"Y"DIMENSION FROM TABLE 4(MIN.2 1/8"O.C.CONCRETE SUBSTRATE) DIM. MAX.8 1/2"FROM CORNERS 2.ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: �-- "X"DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE,NOT EXCEEDING 81/2"FROM ANY CORNER. 1070TECHNOLOOYDRIVEAc. ANCHORAGE CONCRETE SUBSTRATE FK 4FW7 B NEW SHEET NMOMA FL 3427b T•1_r . l ALUMINUM PICTURE WINDOW, IMPACT P.O.BOX Idw L.Ckirk.P.E. oa"„ey aNr Ce"or.e oar NOKOAIAS,A34?74 Vis 34274 ewat aow o.w•w "•' PEAW712 .F.K 7114X3 PW-701 NTS 12 s 12 4259-3 B sauc" % . . ... . . . . 000 MIAMI-DiADE • •MIATOI-DADE COUNTY,FLORIDA • •JM1t1)-D�PLA&ER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) : : : f40 WEST FI:AGLEg SERE ,SUITE 1603 PRODUCT CONTROL DIVISION •• MIAMI;FLO A 33130-1563 • • (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) 0 www bijildiuscodeonline.com PGT Industries 1070 Technology Drive ••• •• Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111X Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.6221,titled"1"Heavy Wall,Elevations Aluminum Tube Clipped Mullion",sheets 1 through 7 of 7,dated 04/28/00,with last revision on 05/30/06,prepared by PGT Industries, signed and sealed by Robert L.Clark,P.E.,bearing the Miami-Dade County Product Control Renewal 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 renews and revises NOA#04-0528.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No 06-0125.07 Expiration Date: June 28,2011 2`b Op Approval Date:July 20,2006 Page 1 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . . . ... . . . . ... PGT Industries .. • . . . .. .. . . . . . . % . . . . . . . . NOTICE OF ACCEPTANCE: EVIDEIC UBMITTEJ) •; A. DRAWINGS .. . . . .. ... .. 1. Manufacturer's die drawings and sections. •• ;•; ; ; ; • ;• •• 2. Drawing No 6221,titled"1"Heavy Wall,Elevatioa,&144npr ul?e Clipped Mullion", Sheets 1 through 7 of 7, dated 04/28/Cd with fast ievisibn ad 05130/06, prepared by PGT Industries, signed and sealed by Robert L. Clark,P.E. B. TESTS 1. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3) Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54"mulled together with a lx 2 x std.wall mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2902,dated 01/05/01, signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#04-0528.05" 2. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76"mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-2903,dated 01/05/01, signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#04-0528.05" 3. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows with a transom lite (0/00 configuration)mulled together with a lx 2 x3/4"wall vertical mullion and a 2 x 6"x 1/4" wall horizontal mullion,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-2975,dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA#04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis,complying with FBC-2004, prepared by PGT Industries,dated 05/30/06, signed and sealed by Robert L. Clark, P.E. Jaime D.Gascon,P.E. Chief,Product Control Division NOA No 06-0125.07 Expiration Date: June 28,2011 Approval Date:July 20,2006 E-1 YF • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• PGT Industries .. . . . .. .. . • . . . . .. . . . . . . . . NOTICE OF ACCEPTANCE: EVIDSUBMITTED • D. QUALITY ASSURANCE . ... . . . . .. . 1. Miami Dade Building Code Compliance Office .. . . . . . ... .. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23,2006, signed and sealed by Robert L. Clark,P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05,issued to PGT Industries for their 1"x Heavy Wall-Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. Jaime D.Gascon,P.E. Chief,Product Control Division NOA No 06-0125.07 Expiration Date: June 28,2011 Approval Date:July 20,2006 E-2 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA N� 256 BUILDING DIVISION Miami Shores V' ag , Fla., �-5z_O wner, Agent or Tenant of Build' 9- Lot9- Lot G ze Block---C Subdivision Street Address Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning,Electrical,Plumbing and Building Ordinances of MkiShores Village pertaining to the erection, construction, alteration or remodeling of buildin tures.--,— '000p, BUILDING DIVISIO f CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION f N° 256 Miami Shores V• ag Fla., Owner,Agent or Tenant of Buil Block Su in Street Address.— r416 4. Approved use by occupancy Remarks: Lo This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97,known as the Zoning,Electrical,Plumbing and Building Ordinances of Mi*i Shores Village pertaining to the erection,construction, alteration or remodeling of buildino of stnwture& $UII.DiNG D r r CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N� 750 Miami Shores Village, Florida ApEil 23, 1958 Owner, Agent or Tenant of Building MUIDRED S. BUTTIER Lot 9 & 10 Block 93 Subdivision M LA ff SHORES Street Address 526 N.E. 103rd Street Approved use by occupancy Convert Screen Porch into Florida Room Remarks: This Certificate of Occupancy is issued to the above named Owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Plan Cube 1386 Tax Value 693 BrNG DIVISION OWNER'S NAME PRESENT ADDRESS f LICENSE NO. PHONE NO. E-,l :! ;J; JTTLE2 1 I S Zc. /�/'l: . �.3 JOB LOCATION (ST. OR 4,VE.) LOT BLOCK SUBDIVISION .r!/ S�� e I y3 I wfl, �..-, ; srh��cS. GENERAL CONTRACTOR I ADDRESS PHONE NO. I LICENSE NO. o 2 BUILDER'S BOND BUILDING PERMIT NO. d 4o DATE 4�L -.Ifo PERMIT FEE S G'S I NO DATE '400. T, u �j o0 ZONE REQUIREMENTS CU. FT. I PLAN CUBE(6$ 3 �J a b CU. FT. I EST.COSTS �- V - O$ 3 I C DAT= DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBECHECKED BY: NEW CONSTRUCTION I TYPE STORIES ROOF CONSTRUCTION I INTERIOR CONSTRUCTION DESCRIPTION REPAIRS <c,A3 .z I=4F-J I RIo /Z --04 /J ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD I APPROVED I REJECTED (REFERRED TO COUNCIL REASONS RE-SUBMITTED TO PLANNING BOARD REMARKS SUBMITTFD TO VILLAGE COUNCIL CERTIFICATE OF OCCUPANCY NO.7'fZ� I ISSUED BY TO ` BUILDING PERMIT AND INSPECTION RECORD—MIAMI SHORES VILLAGE BUILDING INSPECTIONS INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION ROOF BAMS& LINTELS I POOL FRAMING I AIR COND. FINAL I CLEAN UP SLAB =4=:�1 1 1 SLAB PLUMBING PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. I DATE FEE E NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIALS PERMITS PERMIT NO. I DATE I FEE TEMPORARY SERVICE I I S SEPTIC TANK I t SEWER I S SOLAR HEATER S GAS I S IS INSPECTIONS DATE I BY RE-INSPECT BY RE-INSPECT BY ROUGHING TUB&TOP OUT SEWER SEPTIC TANK SOLAR HEATER FIXTURES GAS ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. I DATE FEE E NEW BLDG. I ALTFRATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S H. W. HEATER CONN. I S RANGE CONN, S MOTORS S FIXTURES S I : INSPECTIONS DATE BY RE-INSPECTI BY RE-INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. I FIXTURES& FINAL APPROVAL TO POWER CO. FOR SERVICE DATE BY LOCATION ` 526 NSE. 103rd 8t. GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER 1940 T.F. Butler 1941 To 12-31/41 .84 12-11-41 2974 T.F. Butler 1942 " 12/31/42 10.00 12-11-41 2974 . U7. 1943 0 - ad /X- 1944 m •0 '�qy .34K / 1945 l 1946 � 810 ,+ 1947 �/, Os,�6��-� ff 1948 / 'ja"1`0 44,if&rf 1949 " - 1950 526 N.E. 103rd St. =4A by year annual tax period used amount paid date paid receipt # T. F. Butler 3Z, Alex (,9sa_ /a g-o /ld-3 -,5l g. a MIAMI SHORES VILLAGFp FLORIDA 4 41 DATE =CU mom ❑ PERMIT N.a 5487 rfcens. a ICM ❑ ❑ Work to be performed under this Permit--`� luing Architect Gontrcocbor or Builder W-AF-All Legal Lot I Subdi- Description BL vision Address of Value of Amount of Building �" _ - ' Pmiect $ �I Permit This permit is granted to the contractor or builder named.above to construct the building ar to install the equipment or device described in the applies- tion herefor is strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compiiancc with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal auth6r tl"es.This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorisation. A further.condition neon which this permit is granted is the understanding that the contractor or builder named above assumes the respuusibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: + R In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with atlohs pertaining thereto and in strict conformity with the plans, drawings, statements err specifications submitted to the proper authorities Shores Village. In co ceptinq this permit I assume responsibility for sill work.done by eftw, myself, my agent, servant or employee. OOMACTOR OR BUILDER BY AUTHORITY ABBOT MIAMI SHORES VILLAGE, FLORIDA MUDING ❑ - : Ot C� DATE 19 PLUMBING o PERMIT N° 5469 contractors loony , ❑ License No. AP 1*7 Work to be performed under this Permit_--- .r-t:t • )wrier of uilding rchitect _ .r� Contractor ' or Builder - �t44/" -46' syr& 0 Legal Lot I( Subdi- Description Bl. vision Address ofValueof Amount of Building ��-�` � ��,. Prosect � � � Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authoriaation. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed,%-40a _ "t- r INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance * all ordinances sad regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper autho ea of Miami Shores Village. In as cepting We permit I assume responsibility for an work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ABBOT MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 194-1 ELECTRICAL '�` PERMIT NO, 2658 Contractor's PLUMBING License No. Work to be performed under this Permit Owner of Building chitect . z)ntractor or Builder Legal Lot Bl. Subdi. Descriptions vision s' Address of y .r- - Value lue of Permit f Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,drawings,st^tements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents,servants or employees. Signed: By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula- tions pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself,my agent,servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA DATE = .. 3 —195—IL PERMIT N° 10896 Contractor's BING License No Workto be performed under this Permit Of .--. 0 le act r_ .- Ctor �+ bier Subdi- Lot I Bl. vision )tion. >S Of Value of Amt. of t g �,; Project $ Permit $ ♦ v.. 'his permit is granted to th contractor or builder named above to construct the building or to install the equipment or device described in the application in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any e work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work is agents, servants or employees. / r Signed _ .: � . : F BY 'K s fNsr '� 7-1 iconsideration of the issuance to me of this permit I agree to ,perform the work covered hereunder in compliance with all ordinances and regulations thereto and in strict conformity with the plans, drawings, s*,ments or specifications submitted to the proper authorities of Miami Shores Village. ng this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY' MIAMI SHORES VILLAGE, FLORIDA BUILDING ""` DATE 194 ELECTRICAL PERMIT N0 2528 Contractor's PLUMBINGLicense No. r,. Work to be performed under this Permit Owner of "'"'��" Building x Architect Contractor or Builder f Legal Lot ,• Bl, Subdi- t �..c _ vision Description Address of f" e Value ofAmt.of Building a Project , Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment"or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. E Signed: By A INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula- tions pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself,my agent,servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY k MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 194 ELECTRICAL PERMIT NQ 2675 Contractor's PLUMBING License No. Work to be performed under this Permit Owner of Building — rchitect ontractor r Builder Subegal Lot Bl, vision Description vision Address of Value of Amt. tof Building ----�"�� Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula. tions pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself,my agent,servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING Q DATE 19� ELECTRICAL ° �T �y r� PLUMBING PERMIT l� 9 1 1 1 0 Contractor's _; r ROOFING ❑ License No. ❑ Work to be performed under this Permit- Owner of f Building Architect Contractor or Builder ! t f Legal Lot Subdi- Description II Bl. vision Address of Value o Amount o f 1 A t f a Building '` s Proi ect f- Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: �' NSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder irf compliance with all rdinance!,lard regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting scepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ABBOT 449 " ANCHORS DETAIL ANCHORS DETAIL "B'; "C" OR D" AT BOTH "C" OR 'D" AT BOTH ANCHORS DETAIL A ENDS AND AT BOTTOMS ANCHORS DETAIL 'B'; �( ENDS AND AT BOTTOM "C" OR 'D" BOTH ENDS N 0_0 ANCHORS DETAIL A i MULLION • • ANCHORS DETAIL "B", H • • •• • 0.000 0000 ' ' 0 �/ 'C" OR 'D" BOTH ENDS • • 00••00 •••• • h2 7 • . • • • i 0000 2 • 0000•• • / - xe� 0000•• • f •••j" 0 '0' H = H1+H2 •••••0 �cIfe/E Vs H o�• M1 H t MULLION 1) WINDOW MULLED • • :..;e t WZONE ABOVE •::000 •:::• �::• M2 MULLIONS H %� FOR DETERMINING MAX ALLOWABLE 000000 0000 • 0 / DESIGN PRESSURE SEE TABLES • • M4 ON 00.0 MAXPOPENING AGES 5, 6 H OR H1+H2 Wi W2 t - MULL LENGTH = W W = WI+W2 H = H 1+H2 W = W 1+W2+W3 L2) WINDOWS MULLED H = H 1+H2 W = W 1+W2 W/ONE ABOVE MULTIPLE WINDOWS MULLED (2) WINDOWS MULLED TOGETHER .•>,mq�,�er.r�r. FOR DETERMINING MAX ALLOWABLE WZONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 Ml) MAX OPENING = H OR H 1+H2 ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1+W2 MULL LENGTH = W OR W 1+W2 M3) MAX OPENING = H OR H 1+H2 MULL LENGTH = H M2) MAX OPENING = W OR W 1+W2 MULL LENGTH = W OR W 1+W2+W3 MULL LENGTH = HI M4) MAX OPENING = W l+W2 OR W2+W3 NOTES: MULL LENGTH = H 1 1. THE 33 1/390 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7)UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS. Revs8r Revisions: 4. REFERENCE — TEST REPORTS: FTL-2902, 2903 AND 2975. F.K. 530/06 D—ADD NOTES 5 & 6 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 F.K. 575106 C ADD TECH. REFS. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION _D nu n Sy Date. ADM-2000 ALUMINUM DESIGN MANUAL IVDU P.J.P. 4 28 00 Description: 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY / HEAVY WALL, ELEVATIONS HURRICANE ZONE (HVHZ). 1070 TECHNOLOGY ORW r`�e 1 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS tit NOKOM1s, a 34275 ALUMINUM TUBE CLIPPED MULLION ® TO THE STRUCTURE. obert L Clark, P.E. A0. BOX 1529 Series/Model: Seale: r� %set. DravinQ No. Rev.- PE ev: Stru#397l2 NOKOMIS FL 34274 MULL$ NTS 1 of 7 6221 D a PGT 1x MULLION OR 4" 1112 FH SMS t" MULL= STAGGERED ON #12 FH SMS OPPOSITE SIDES PGT lx MULLION t" 2" OR 4" STAGGERED ON MULLION CLIP. CUT (SO AS NOT TO OPPOSITE SIDES FLANGES OFF CLIP MIN. I INTERFERE WITH (SO AS NOT TO TO FORM A _ — WOOD BUCK INTERFERE WITH "U" CHANNEL AND EACH OTHER) REMOVED TO 2WOOD MIN. EACH OTHER 1 Typ O ® SEE NOTE 3 CONCRETE BUCK — — J ) ::::ALL AS SHOWN ( )1 i8(T yp) _ SEE NOTE 3 • '•.' : •. — 28(TYP) MASONRY ANCHOR AG; 1x MObL70N' 12 SCREW, �`= # 1 SEE NOTES 1 & 3 1 (TYP ....•• '..••' . — — — — SEE NOTE 3 SEE SEE •• • FOR 1"NpldkL••�4 NOTE ? �.; NOTE """ .....: ."."TYP/CAL MULLION TO MULLION INSTALLATION DETAIL 'A" ••••• • • •••••• TYPICAL MULLION TO STRUCTURE WITH WOOD ••••• •••••; ••••• t" 2" OR 4" #12 FH SMS STAGGERED BUCK REMOVED FROM CONC., DETAIL • • • • •••• PGT 1x MULLION ON OPPOSITE SIDES (SO •••• • AS NOT TO INTERFERE -2" OR 4" #12 FH SMS STAGGERED ON • ••• : .00. ••• SEE NOTES 2 & 3 j MIN, WITH EACH OTHER) OPPOSITE SIDES (SO AS NOT • •••• • • SEE NOTE 3 TO INTERFERE WITH EACH OTHER) • • — — 1 MlN. �••••• see* 2 SEE NOTE 3 BUCK • 2 (TYP) ih(TYP © SEE NOTES 2 & 3 TYP o ZqANCHOR EMBED. �- `( )1$(TYP © MASONRY ANCHOR, SEE NOTES 1 & 3 :i— SEE NOTE 21„ SEE A' ` • ..� ., ;+ PGT l x MULLION . NOTE 1 �;•• 41. HKOMMEwED TYPICAL, MULLION TO STRUCTURE WITH WOOD BUCK ftbft a NOTES• WOOD BUCK. DETAIL "B"1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE TYPICAL MULLION TO STRUCTURE WICOUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY _T `� WOOD BUCK AND CONC DETAIL 'b"Fq - ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE : •' `" IS 2 1/2': MIN. EMBEDMENT.- TAPCONS 1 1/4': CRETE-FLEX 1 3/4" NOTE 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" J. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 5 ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL- Revsd By D.t: Rev/arone TO-CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP-TO-OPENING F.K. 5,30/06 /-MODIFY NOTES 3 & 5 (MINIMUM OF 2 SCREWS PER CLIP). IfWsronl F.K. 0 3/ C-ADD EMBED. DETAILS 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIALDrown ay: vote: REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO HIN �•�� P.J.P. 4 28 00 Description: CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL vesc„ SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING 7 HEAVY WALL, CLIP INSTALLATION DETAIL ®OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS True: 1070 TECHNOLOGY DRIVE ALUMINUM TUBE CLIPPED MULLION APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO 8E PAINTED OR PLATED. XRotr 70 TECH L 342756. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. t t.. Clark, P.E. P.O. BOX 1529 /Modeh soon: sheet. vruwwng No. Ree. PE #39712 NOKOMIS, R 34274 Structural MULLS NTS 2 of 7 6221 D i L� Z A/2 6MIN.TYP.--� MIN. TJMIN.TYP.--1 j gM1N. $MIN. F--oM/N.TYP. IMAX. �'— + 'O + 14MAX. 14MAX. 14MAX. '� + 32 • 1� • .. •.¢ LJJ6 • • •• • • • TYp • 14MAX. 14MAX. ...... .. . . • IMAX. + + + • LA—� ...... �A . I.�-A--� �M/N. . 71 1".MULL .CIDP3 • ePV)5:T0 Oftwo,G') • EXTRUSION DW",P.099 0 TWO 2 ANCHOR © THREE (3 ANCHOR © FOUR (4) ANCHOR O SIX L66) ANCHOR • LOCATIONS LOCATIONS LOCATIONS LOCATIONS ...... .... . . Goes A/2M1N.TYP. MIN.TYP. 8MIN. � ugc�r 28L-1 (2)EQ.SP.® (4)EQ.SP.® 16 TYP. °Cade (A-3/4)/2 (A-3/4)/4 eaa 01 + + 0 + O + + (+700 + 3 I I I �ldete.iM1N� A� iM/N-FLA-tel 1" MULL CLIP W/TABS REMOVEDO ONE (1 ANCHOR © TWO (2 ANCHOR O THREE L3 ANCHOR ® FIVE 5) ANCHOR (CLIP TO MULL) LOCATION LOCATION LOCATIONS LOCATIONS EXTRUSION DWG 111099 CLIP LENGTH CHART NOTES: TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisk_ FOR lx MULL 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR Roved 5,30/06 D—NO CHG THIS SM MULL SIZE 4' PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY of: Revlafone: OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON F.K. 5,5/06 C—REDRAW, ADD DIM.&NO 1 x 2 x 3/8 1 3/16 SHEETS 5, 6 AND Z FIND THE CORRECT MULL SIZE AND Wavn—8Y.- - PRESSURE y: Data: 1 x 2 3 4 x 3 8 1 15 16 PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. Gam'- 1NDU ES P.J.P. 4 28 00 / / / Description: 1 x 2 3/4 x 21/32 1 3/8 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION 9 » HEAVY WALL, ANCHOR LOCATIONS l x 4 x 3/8 3 3/16 SHOWN AS MAX. Tlitlm j ` J' DL 1070 TECHNOLOGY DRIW J. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. /! NOKOMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION Robert L. Clark, P.ESortea/Idodel: Scute: Sheet: Drawing No. 111 PE �3E712 P.O. BOX 1529 Structural NOKOMS, FL 34274 MULLS NTS 3 7 6221 L 1 1 1 1 8 .00. I 3 1 / 3 4 . . 8 8 8 .0000. . . . 3 0000 � 0000.. 0000 8 3 4 21 4 • 0000.. 3 g 32 0000.. . 0 00 ..0 000 ,� .0000 0 0 0000 ..... ... 00000. . . . 4 0000.. 0000. ...... • .. • . . 23 • 0000 .. • . . 4 0000.. 0000 2 1 000000 11 2 4 117 34 4 > ng Code L L 1x HEAVY WALL MULLS MAT'L: 6063—T6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Raved Oot: Revisions: F.l 5>30/06 —NO CHG THIS SHT Revisions. F17.mr F.K. 5%106 C—NO CHG THIS SHT Drawn By: Oa Ire_— IN®USTRIES P.J.P. 4 $18100 Deser)paon: NOTE: I " HEAVY WALL, MULLION PROFILES 156 1070 TECHNOLOGY DRIVE nue.• 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 S NOKOWS, a 34275 ALUMINUM TUBE CLIPPED MULLION /.b.!) Clark, P.E. P.O. f30X 1529 Serl-lModok Seals: Sheet: Drawing No. Rev: PE #1971Structural NOKOWS, FL 34274 of Structural MULLS 1 X ¢ 7 6221 r CHART 2. -1x2.75x.375 QTY. &TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 Vertical Mull CLIP TO (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A OPENING (3)B (3)B (3)B (3)B (3) B (3) B (3) B (3)B (3) B (3) B (3) B (4)B (3) B (4)B (3)B (4)B (3) B (4) B (3)B (4)B CLIP TO Mu11 Multiple Mulled Units (3)B (3)B (3)B (3)B (3) B (3) B (3) B (3)B (3)B (3) B (3) B (3)B (3)B (3)B (3) B (3) B (3) B (3) B (3) B (3) B Length MULL 42 170 1701 170 170 170 1 170 170 1701 170 1701 170 1701 170 170 170 170 170 1 170 170 1 170 1 Mull ••• 48 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 �OW dthg� Length • •• 50.625.179 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 I ••••• NHorizontal Mull ' ••• 54 166 0170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 •��'•' :" 60 145 :152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 • 2 63 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 •••••• • Opening '••• 66 a 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 Opening Width • e = 72 .bks a 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 Width .see*: •..; z 76 •7i3• 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 Muil *:*Oaf J 78 'E1'P•• 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 length 84 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 ... 90 4►3 43 37 37 32 32 28 28 26 26 24 24 22 2.2 21 21 20 20 19 19 96 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 L16 16 15 15 108 25 25 21 21 18 18 16 16 - - - - - - - -111 23 23 19 19 17 17 15 15 - - - - - - - - - - - =weave CHART 1.-1 x2x.375 NOTES ••empbbawa heft QTY. &TYP. OPENING WIDTH IN INCHES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF, ANCHOR 50 1 60 70 80 90 100 110 120 130 160 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CLIP TO (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. on OPENING (2)B (2)B (2)B (2) B (2) B (2)B (2) B (2)B (2) B (2)B 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 CLIP TO (1)B (1)B (1)B (1)B (1) B (1) B (1) B (1)B (1)B (1) B 4• ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR MULL A 1/4" SS4 CRETE—FLEX, EMBED. (1 314-) 42 155 142 134 130 130 130 130 130 130 130 B. #12 SCREWS y 48 129 116 107 102 100 99 99 99 99 99 5. SEE ANCHOR SPACING DETAILS SHEET J. w 50.625 115 100 91 85 82 80 80 80 80 80 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS V 54 94 81 73 68 64 63 62 62 62 62 Z60 67 58 51 47 44 42 41 41 41 41 'F I 530/06 D 0 CHG THIS SHT 63 58 49 44 40 37 35 34 34 34 34 _ F.K. 5 5/06 C-AMRXED REVISIONS F- 66 50 43 38 34 32 30 29 28 28 28 am I*n er Oa e: x 72 38 32 29 26 24 22 21 20 20 20 '`�'�Lu IPIDUSTRIES P.J.P. 4 28 00 76 32 27 24 22 20 18 17 17 16 16 1 " HEAVY WALL, PRESSURE CHARTS 7 & 2 J 7$ 30 25 22 20 18 17 16 15 15 - S �O� nue: 84 24 20 17 J166 - LL_ - LIJ 1070 TECHNOLOGY ORIW NOKOMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION 90 19 16 - - - Robert L. Clad;, P.E- P.O. BOX 1529 Sed"luo*kScaleSneetO.o■ngNo96 16 _ _ _ _ Structur7a(Z NOKOMtS, Fz 34274 MULLS NTS 5 °l 7 6221 D CHART 3. -1 x2.75x.650 QTY. &TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 CLIP TO (3)B (2)A (3)B (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A OPENING (4) B (4) B (3)B (4) B (3) B (4) B (3)B (4) B (3) B (4)B (3) B (4)B (3)B (4)B (3)B (4)B (3) B (4)B CLIP TO MULL O (2)B (2)B (2)B (2)B (2) B (2) B (2) B (2) B (2) B (2)B (2) B (2)B (2)B (2) B (2) B (2)B (2)B (2)B (2) B (2) B 42 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 ". 48 170170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 :..80.625 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 �e •••• 54 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 •• Z 60 .I?A: 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 •�•••• — 63 42So 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 Z 66 •t48• 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 ••'••� � .,.: 72 '108, 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 iz 0 76 1 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 78 .:r4.. 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 84, 67. 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 90 • 54 - 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 96 44 44 38 38 33 33 29 29 26 26 24 '24 23 23 21 21 20 20 18 18 108 31 31 26 26 23 23 20 20 18 18 17 17 15 15 - - - - - - 111 29 29 24 1 24 21 21 18 18 1 17 17 15 15 - - - - - - - - wmEw" 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. Multiple Mulled Units 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Vertical MUII Horizontal Mull 4. ANCHOR TYPES. A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 114- SS4 CRETE—FLEX, EMBED. (1 3/4) _ Mull B. #12 SCREWS Length 5. SEE ANCHOR SPACING DETAILS SHEET 3. Mutt opening PGT INDUSTRIES PRODUCTS TO BE USED ONLY WITH i Length Width ` RAF K 30/06 0-NH L LO CMG THIS SHT Opening evta7t kns: �Opening� Mull Width F.K. 55/06 C-MARKED REWISIONS Width Length Ft ,: G� INDUSTRIES P.J.P. 4 28 00 DexrVption: 1 " HEAVY WALL, PRESSURE CHART 3 1070 o FL 'OS, 275 ALUMINUM TUBE CLIPPED MULLION ' Robert L Clark. P.E. P.O. BOX 1529 mea/Modst: Scpoke: Sheat: Drawing No. Rev: Stn#397 i2 NOKOMIS, FL 34274 MULLS NTS 6 0f 7 6221 Q CHART 4.-Ix4x.375 QTY. &TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 CLIP TO (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A (3)A (2)A .(31A (2).A (3)A OPENING (4)B (6)B (4)B (6)B (4)B (6)B (4)B (6) B (4)B (6)B (4)B (6)B (4)B (6)B (4)B (6)B (4)B "t6)13 (4)B (6)B CLIP TO MULL© (5)B (5)B (5)B (5)B (5)B (5)B (5)B (5) B (5)B (5)B (5)B (5)B (5)B (5)B (5)B (5)B {51��13, .(5)B ;(5}�$ (5)B , r 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 .... 48 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 ;.... 05&625 .170.4 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 ��•••� w �:�:• 1? :170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 X 60 -1 7P •170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 0000 z ' 63 '17t7' '170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 •••••0 z ••••� 66 A 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 0 ..;.. x 72 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 . ;...; 76 -W. 0170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 •••• • z 78 .Wo .170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 ' • W • 0000•••• •• 84 • .138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 .' 00000 90 •11 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 000000 "'. 96 92 • 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 0000. 108 64 64 54 54 47 47 42 42 37 37 34 34 32 32 30 30 28 j26] 25 25 111 59 59 50 50 43 43 38 38 34 34 31 31 29 29 27 27 26 23 23 144 27 27 22 22 19 19 17 17 15 15 - - - - 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. Multiple Mulled Units J. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR Vertical Mull Horizontal dill —1 1/4" SS4 CRETE-FLEX, EMBED. (1 3/47) MuII B. J12 SCREWS Length 5. SEE ANCHOR SPACING DETAILS SHEET J. 1 Mull Opening _ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Length Width e� L I ` — RAF K. 5,30/06 D8NO CHG TMS SHT L Openin71rg R°"�°' �Opening� Mull Weningidth �,T F.Kr� 575106 C-MARKED REVWSIONS Width Length nrown BY. °aloe 11 ®US—TRIES P.J.P. 4 28 00 ,tel Oeeerrpuon: 1 " HEAVY WALL, PRESSURE CHART 4 Tithe: 1070 TECHNOLOGY ORIW L NOKOMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION Y,*rt Clad-, P.E. P.O. BOX 1529 SerimlWod°I: Scot°: Sheet Drawing No. Rev: FE )3a..712 NOKOMIS, FL 34274 MULLS NTS 7 of 7 6221 D Structural • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd ,veiue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-122981 Permit Number: WS-6-09-974 Scheduled Inspection Date: August 26, 2009 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Window Door Attachment Owner: PUEBLA/SOTTI, RAFAEL& MARIANA Work Classification: Window/Door Replacement Job Address:526 NE 103 Street Miami Shores, FL 33138- Phone Number (305)757-6967 Parcel Number 1132060170920 Project: <NONE> Contractor: MIAMI WINDOWS&GLASS INC Phone: (305)254-7442 Building Department Comments INSTALLATION OF IMPACT RESISTANT WIDOWS AND DOORS ON SOUTH AND WEST SIDE OF PROPERTY. 6 OPENINGS IN TOTAL Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 25,2009 For Insrections please call: (305)762-4949 Page 26 of 32 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Time TypeIns Permit No. Name Address Companv �`�t Phone# For Inspector: & o f Approved Correction ❑ Re-Insp'n Fee ❑