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HomeMy WebLinkAbout20-792 m no City of Zephyrhills PERMIT NUM 5335 Eighth Street _ - Zephyrhills, FL 33542 BAR-0007 -2020 •i �� Phone: (813)780-0020 Issue Date: b /15/2020 Fax: (813)780-0021 , Permit Type: Add/Alter (Residential) - Property. Number Street Address ` 02 26 21 0230 00000 0020 38712 Evelyn Ln Owner Information- Permit Information 'Contractor Information. Name: JERRY MILLER Permit Type:Add/Alter(Residential) Contractor: BAHR'S ALUMINUM INC Class of Work:Add/Alter Residential Address: 38712 Evelyn Ln Building Valuation:$4,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)715-0078 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$4,000.00 Total Fees:$90.00 J Amount Paid:$90.00 Date Paid:10/15/2020 11:33:03AM Project Description REPLACE EZBREEZE VINYL WITH GLASS WINDOW 64'X 168 SQFT Application Fees ""s Building Plan Review Fee $30.00 Building Permit Fee $60.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. Q-Ib� 'NIQLi4o L-*rn CONTRACTOR SIGNATURE PEfA IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 813 ) 990 Date Received September 25,2020 Phone Contact for PGrmIttIn 7880 Isaggat a :J9111111 .9.19............ . . Owner's Name Jerry Miller Owner Phone Number 18 3-7 5-0078 Owner's Address 138712 EVELYN LN,ZEPHYRHILLS,FL 33542 Owner Phone Number Foe Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38712 EVELYN LN,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION OAK CREST ESTATES] PARCEL ID#102-26-21-0230-00000-0020 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8ADDIALT SIGN F-1 DEMOLISH R. INSTALL REPAIR PROPOSED USE = SFR COMM OTHER F_ TYPE OF CONSTRUCTION = BLOCK 0FRAME 0 STEEL = I DESCRIPTION OF WORK REPLACE EZBREEZE VINYL WITH GLASS WINDOWS BUILDINGSIZE 112'X14' I SO FOOTAGEF 1687 HEIGHT -VAIFIE-CC X_]UTC X_E_X_T_VIr=BUILDING 1$4,000 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL is AMP SERVICE PROGRESS ENERGY W.R.E,C. =PLUMBING 1$ 60 =MECHANICAL VALUATION OF MECHANICAL INSTALLATION VVV I R2,-- =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 11i " IIIIIIIi1lifilli If BUILDER COMPANY BAHR'S ALUMINUM AND CONSTRUCTION SIGNATURE V"�M) C(GISTERED I[YIN FEE CURREN LLLLN J Address 8607 GALL BWD,ZEPHYRHILL, FL 33-41 License# [Z C 7444 —1 ELECTRICIAN COMPANY = I SIGNATURE REGISTERED I YIN FEE CURREN Y/N I Address 7 License# PLUMBER COMPANY F SIGNATURE REGISTERED I YIN FEE CURREN YIN Address License# MECHANICAL COMPANY F SIGNATURE REGISTERED YIN FEE CURREN YIN Address License# OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans:(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans wl Sift Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans wt Silt Fence installed, Sanitary Facilities&I clumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application.notarized If over$2500,a Notice of Commencement Is required.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rerools if shingles Sewers Service Upgrades A/C Fences(Plot[SurveytFootage) Driveways-Not over Counter if on public roadways..needs ROW t)13-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.if the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building I nspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County WatedSewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law--Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterMastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,after,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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- FLORIDA JURAT(F.S.117.03) /17,1 tI i OWNER OR AGENT CONTRACTOR !/j {f/ Subscribed and sworn to(or affirmed)before me this S�ucr�t-yt,and swo 0 or ffi 4Cd)�e(ore me thi by �f��LGSt by -[U 1�l) YS —A1 Who istare personally known to me or hasthave produced Who islare pebrially known to m or hasthave produced as identification. L. as identification. Notary Public t Notary Public Commission No. Commission No. S-t Name of Notary typed,printed or stamped f7ameXAMarTffRed,pnntedbf 5t ARAS Nnt.9ry aublir,.yf$tp o+p f�Fllad�apd�. ,n trMiMF 12/25/2022 '„S4 Permit No. Parcel iD No 11 NOTICE OF COMMENCEMENT state of_ t t �� County oft S C L1 THE UNDERSIGNED hereby glyea notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided in thls Notice of Commencement 1. Description of Property: Parcel Identification No.(7-'7` --'Z ` ���� 00007`-00 ZU / StreetAddress:3���Z EV-('I��� �� i�i t r��( �iju (i S �f �i 1T2 �T 2. General Description of Improvement a lass 3. Owner Information or Lessee Information If the L ssee contracted for the improvement: Address A'd t City r- State r�� Interest In Property: j i V n.-^' Name of Fee Simple Titleholder. (If different from CNner listed above) Address {Ct r�� t City State 4. Contractt�o��r__•. fNN\ ( Ir l on ba YY-P-r5 ----� �OGF:'am(e%a)l c21Vc�� sC8! Address r, City State L Contractor's Telephone No.: r�� ' - 35 3 t.'Vt S 6+ Qi S. Surety. n. �'�'m O Name p Cr Q Address City state z N E Amount of Bond: $ Telephone No.: 4-n LJ O ui v .. S. Lender. Y v a I- Name -+w Address City State (C" p � ' Lender's Telephone No.: to (n--r m 30 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by figy M N > Section 713.13(1)(a)(7),Florida Statutes: L�j CICX mm S > Name CNN - + O C4GN Cr(I-) p O Address City State Ce N a O Telephone Number of Designated Person: 7' r3i o yr .^ ra a. in addition to himself,the owner designates Of <v to receive a co of the Llenoea Notice as provided in Section 713.13 t copy pro (xb),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one 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 1, SECTION 713.13;FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROYEMENTs TO Y6-JR 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. Under penalty of perjury,i declare that i have read the foregoing notice of oo encement and t e facts eraln are true to the best of my knowfedge and belief. ST OF iDA bIONA ARFARAS U� Notary Public,State of Florida Signature Owner or see. fa or Lenses Authorized �Sd*^�`�*�r Commission No.GG286660 OEficer/Di or/P rtManager �o.R Commission Expires 12l25l2022 tq Jl(ltf C Signatory s WelOffice The foregoing instrument was actorowledged before me this Jl� day w�-- C-1 by /C {�Y�/ K I(e v es (type of aufhc ,e.g.,officer.trustee,attorney In fact)for (n9-Lm-a-o-f'6arhr on be a f o instrument was executed), Personally Known❑OR Produced Identification Notary Signature -1 Type of Identification Produced Name(Riot) wpdatelbcslnoticecommencementj�c453M ...>:....,_..ri�..��_{-�.�,��-.�,�-�..,�k„z�-..�_7.-.��..a;:.�.-.,:�-•-..:may-�.��:,:.��.��.�..-,..�,Yb_-.... ,.._,... RPI c—j ... ........ . 7'r? ol ;ell 1311 L5 e )--w�,k ....................... ... - :ter:+.....-...... nxnrrrrr:w::rr.:rn:ror.�e::�r.:-nr.x:rrmxs:r.rsx--�• 1 z Y F S x R a S � � ...loe ................. T. ,I — .,.,, S fc fc 4 tr 'OHijcZ 1 fill—. r,:.o.n-„tt..,,.at.+. woo J ....... --------- c� 3 00 i 2 S -ix.aaNG:eDcsM.s_�n� -rxs t N _......-..-.,....+.+..............--+w-.....,..... ,..._..........................................tr_...._. __'- ' ,} r_:a ,..,. ........» .... , -. ............ ........... .....:. ...... ....... .. a � 'q <rd' Y �% I I..t •II'i .. '�'Fs_i p?:l^:�`.. .. .. .....::kd„.,.�,.4,,�4i;..''...i...`:,J�!w4''..,:nlia.«...,,..s.:.,,,.;i..<.a +<nu..c�'.iA:fir.:r'(:,J.:-i..�V..,. .. U +.'',i;•-:- .,?• '.':.:1 .. :.r,.r,.� BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Mz Florida - �::+Product Approval °BH USER:Public User Product Approva Menu>Product or AppHcatton Search>Bp g cation List>Application Detail'•"r;r" i, "'}j FL# FL331-R14 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be review( the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com ALL WORK SHALL CO1MPL'1'WITH 1PREVAILINIC Authorized Signature ]ens Rosow ' jrosowski@ �re�.Qlr)A Bl.1fLf.14f11G CODE, AL ELECTRIC CODE, AND THE CITY OF.ZEPHYRHILL a Technical Representative Jens Rosows8RDINANCES Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com REVIEW DATESOC i n jq qnn- Quality Assurance Representative CITY OF ZE��YR��L Address/Phone/Email PLAN EXAM�f�ER Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE s' Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E-1886 ASTM E-1996 ASTM E-1996 . . . . Equivalence of Product Standards Certified By Product Approval Method Method 1 Option x Date Submitted 07Y11/2018 Date Validated 07Y24/2018 Date Pending roCApproval Date Approved 07Y25y2018 Summary of Products FL# Model, Number or Name Description 331.1 CD-290 Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration De Impact Resistant: No 09/�1/2021 Design Pressure: N/A Installation Instructions other: Please see the Insta I lation,Instructions for design FL331 R14 11 FD-290.p-d-f pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: No 331.2 FD-5455 (was 455) Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration W Impact Resistant: No 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation! Instructions for design FL331 R14 11 FD-455j2d pressure,size and anchorage information.Also known as the Verified By: A. Lynn Miller, P.E. 58705 455 Series. Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: No 331.3 FD-5555 (was 555) Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration DE Impact Resistant:Yes 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R14 II FD-555.pdf pressure, size and anchorage information.Also known as the Verified By: A. Lynn Miller, RE. 58705 S55 Series. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: No ' ED Contact Us':2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request, mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuan Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if the provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a pi provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455, Product Approval Accepts; eCCrc_Y. Credit Card Safe GENERAL NOTES: ANCHOR LOCATIONS LSPACIt!G 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO -ji 37-318"OVERALL MAX. 73-318'OVERALL MAX. COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN 36"BUCK MAX.(Z-BAR) 72-BUCK MAX.(Z-BAR) PRESSURES LISTED. 131/16- 13-1/16 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK.1X MAX MAX, WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR SH OR PIN SH OR PW SHORPW F 80-11116" GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE OVERALL 6- 27-1/2" INSERT 20'MAX� INSERT INSERT 8G-1111 By OTHERS, - TOVE MAX. 27-1/2' M�ALL MAX. MAX. 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF SEE 8O.BUCK i 80"BUCK ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). NOTE MAX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT A (Z-B R) (Z-BAR) FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 21"MAX S)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-5/8' SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS 'I MAX. SPECIFIED IN THE FLORIDA BUILDING CODE. _ SPE MAX.I " -15116-L 1 3 6)ADHESIVE SEALANT SHALL MAX. MAX. 3-15/16 MAX.14-7t8" MAX. MAX.BE USED BETWEEN SUBSTRATE AND L&LHtl FLANGE OR FIN.OVERALL SEALINGIFLASHING STRATEGY FOR WATER SMGLEV-8-HI DOUBLE(XX) RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN 37-318"OVERALL MAX. 73-3/8"OVERALL MAX PINE 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS 36"BUCK MAX.(Z-BAR) 72'BUCK MAX.(Z-BAR) COMPLYING WITH ASTM C-90.GLAZJNG COMPLIES WITH ASTM El 300. 13-1116 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: MAX, MAX. ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR 96.11/16* WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE SHORPW SH OR PW SH OR PW REQUIRED INSERT OVERALL INSERT INSERT 96-1�/16- 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3'OF THE 23-3/4"MAX. MAX. OVERALL TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF I MAX. THE HANDLE - 96"BUCK AND/OR 12-1/4' MAX DEADBOLT. 23-5/8" — MAX. 23-5/8" (Z-BAR) TABLE 1: MAX. 0 SEE MAX, 0 Anchor Type SubLstrale Mtn.Edge Mir, NOTE 96*BUCK DiSL Embedment A MAX J. 00 Wood(southern Pine) 9116' 1-wal (Z-BAR) #12 Steel SMS Steel Stud Gr33 3t8' .045(18GA) 21"MAX. Aluminum-6063-TS 31B' 118r Sled.A36 31er iff 12-5/8" 12-518* Concrete 1" I've" ,MAX 1/4"Masonry MAX. Anchor Hollow CMU 2-Ir2- 1.1/4' 114 7/8"" 3-15116* 14-718' 61 _j 3-15/16" NO­IE!FOR�L METAL SUBSTRATES.SCREWEMBEDMENT SkAtl BE NN.3TWE.DS MAX. --- MAX. BEYOND WSIDE FACE OF MAIERK MAX.. MAX. MAX,' §LO HT DOUBLE�L TABLE 2: A.Te.tad Configuration. J.ROSOWSKII 09130fil ALUMINUM Max.Nom, Swing Certification caw . Size(in) Configuration Frame Type Sill Type Glass erection (PSF) Number 36x80 Single N Out,smg Z-bar/Box High(bumper) -1-50 190-789,791 36XE6 Single N Oul-swing Z-bUIBCX Medium(bumper) -/-35 Min.lie. 72.x96 Double M Oulwng Z-badBox Medium(bumper) 19D-792-/-35 Temp., IBIDIFCHNOLOGYDRIVE 36x96 Single()Q 0,11� ±2i, j1 bar/Box, a Low(saddle) Mono-or I.G. NOXOMIS,FL34275 WFLCERT.OFAU7H,:29296 CABANA DOOR INSTALLATION 7a. DOubl. Out/ ��n793,794 L�(saddle) -I-W U P.E. P.E#58705 CD-290 NTS I mited Water(Water lidArallon Tested at 0 pso. A.Lynn Miller. of 3 109301 1JR INSTALLATION WITH qQX FRAMEEDGE I DISTANCE OPTIONAL OPTIONAL EDGE I E SUBSTRATE OUT-SWING SIN GLEERT HUNG DISTANCE SHOWN INS SHOWN I........ 'SUBSTRATE; EMBEDMENT! EMBEDMENT Ix WOOD N SHIM AlINSTALLATION NOTES: OPTIONAL 1)SEE SHEET HEET I FORSPACING OUT-SWING IN-SWING REQUIREMENTS. /* SHOWN SHOWN BOX FR6m_E 2)SEE TABLE I FOR ANCHORAGE EXTERIOR SHIM JAMB IqSTALLALIQN AND SUBSTRATE REQUIREMENTS, (DIRECTLY TO SUBSTRATE) 3)MAX,SHIM THICKNESS TO BE 1/4% /-D 4)FOR HARDWARE DETAILS,SEE SUBSTRATE EXTERIOR §XTERIO SHEET 3. 7 LR5L� OPTIONAL OPTIONAL FIXED LIGH T FIXEDLIGHT INSERT INSERT SHOWN SHOWN • FRAMEBOFRAMEOPTIONAL —1 EXTERIOR ix OPTIONAL JAMB INSTALLATION FIXED LIGHT BOX FRAME BOX FRAME, OPTIONAL WOOD IN-SWING (USING IX WOODBUCK) INSERT HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG SHOWN SHOWN (DIRECTLY TO SUBSTRATE) (USING IX WOODBUCK) INSERT SHOWN OPTIONAL OPTIONAL 'g� FIXED LIGHT KICKPLATE L INSERT INSERT OPTIONAL r­_ I I �W SHOWN SHOWN ADJUSTABLE IT .... .. BUG SWEEP (SADDLE THRESHOLD ONLY) 9_xxR_IoBFI gLXT&fjU0R E_klq13 OPTIONAL OPTIONAL OPTIONAL 2* SADDLE 1-7116, BUMPER THRESHOLD BUMPER THRESHOLD L 09130111 ALUMINUM 6063-T THRESH, SHOWN'R J.ROSOWSKI SHOWN SHOWN EILD SUBSTRATE' SUBSTRATE- 1070 TECHNOLOGY DRrVE NOKOMIS,FL 34275 FLCFRT.OFAUTH.:29296 CABANA DOOR INSTALLATION 'y" A.Lynn Millw, E. SILL INSTALLATIONS P.E_;,S 8705p* CD-290 NTS 2 of 3 1093011JR wF . r L STALLATION_WITH Z-BAR FRAME . EDGE I TABLE 3:HARDWARE(ALL FRAME TYPES) _ DISTANCE 7 Pan 0�_— Description EDGE _.._.._}:."- ;-- 7COsP Lock Slnke Plate DISTANCE_ �. l r' SUBSTRATE / 6F1f{TM Stdken Backing Plate 7CDSPDB Doedboh Stnke Plele $UBS7RATE _ _ T•Y.r5U6STRAT'�Err EMBEDMENT• {, ' :'`...: •:��+f 765t6)s xeaz..375 Ph.FI.S S. I SHIM OPTIONAL IUSLOK Lock Suppad May. ;Q OPTIONAL SINGLE HUNG ^,` tt,' 1_; l' ','•" T' `.7 tX 7pIFw 8Sa.75DPhFl.SMs R OUT SWING INSERT EMBEDMENT : J �-. SHOWN WOOD I SHOWN l--.-. t.-,• SFLATM Slnkar SaUdng Plate(Acthe$Nb) \,,`. 7COspDe Ooodbdl Stdk.Ptak Aclfre Slab SH7M �j I:-.+���:..�:�:'. J SHIM ( ) OPTIONAL OPTIONAL .375 Ph.FL S S.(Acihe Slab) '•,'` t/�f; OUT-SWING IN-SWING — �"� � *tw Rbn Fpvn k6al•3318- j ', pp SHOWN ) SHOWN i KNOS L3eedbelVKroD(Acii,e) < _ E 7NNDBO Knob Sal(uutthc) 7CDKLOKB Deawn(mb-PakSMa BRaS WCIiw) �r (; �I TCBLXB Dwua Lackaet 6S333W Hnga + 1 \l `,I] 117g1 Hnpe Pkt CaD c. EXTERIOR EXTERIOR 177g5 Hnge Pin BasNrg EXTERIOR (�) Z-BAR FRAME 5 7n0v- lino.Pln JAMB INSTALLATION 7v7a Huge tz eI, (DIRECTLY TO SUBSTRATE) 76 07W 98..750Ph.Fl.1EKSMS SUBSTRATE ix WOOD OPTIONAL -41, - OPTIONAL 1 ---WOOD r' SHIM FIXED LIGHT _ FIXED LIGHT - • INSERT INSERT I 1 / -• t`J' SHOWN AA_.. SHOWN Z-BAR FRAMs Z BAR FRAME. OPTIONAL HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT •;'"�: �,�' SHOWN tj;•; OPTIONAL OPTIONAL a,,°n EXTERIOR Z-BAR FRAME. OPTIONAL^-_ °�4'Ga°o°o°Oo°'a OPTIONAL FIXED LIGHT FIXED LIGHT KICKPLATE }�o��^:;;°o°o°ca��i� °`'`8`'L4°E° JAMB INSTALLATION �,.' L yoz� °�,aR.c��� �' IN INSERT INSERT _ �� INSERT ° (USING 1X WOODBUCK) SHOWN "s oo:'o'i °�aL'- SHOWN SHOWN SHOWN _ ;��r `lC.c INSTALLATION NOTES: •. 1� EXTERIOR 1)SEE SHEET 7 FOR SPACING REQUIREMENTS. / --z.�•—=., EXTERIOR EXTERIOR 6 (O((S 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. ••, �_...:,: 3)MAX.SHIM THICKNESS TO BE 114-. OPTIONAL OPTIONAL OPTIONAL 2' SADDLE 1-7116' BUMPER THRESHOLD BUMPER THRESHOLD WWA� A SHOWN THRESHOLD J.ROSOWSKI 09130/11 ALUMINUM 6063-T6 -_. •� SHOWN ew*alAce,uo msmrEncao-ne+nu SHOWN fir':.,_s- 1 -_Li raver. m: w,.wa• .vo�xaroerars>.Ivanmtro�rras ' �;--s` uaa.aerrwrarusm aar�dcmx "' / ��nrncrrr�a>�nmmar ' SUBS7i`tAT SUB$"fRA7E�)l SUBSTRATE-1 1070 TECHNOLOGY DRIVE _ j i� iFi INSTALLATION FL CERT.OF AUTH.:29296 CABANA b00 75 SILL INSTRLi_ATIONS A.Lynn Miller,P.E, .a+w.staa sow 8fee ar^aw. aw P.E,#58705 CD•290 NTS 3 of 3 7093011JR .: - I 1 rti::ti.,ryr�'e�'i itt ;.:�; :'f5 - .)'+I'r :�; 1. .!•ytf',F,1("._! t'r.,'i ....._- .S:.r ..1.- b `la.,.A., .;sr'A.im, :.1., _ .t�e,..,�. ..eti::w:..':...-.• {:z'•>' BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us i BCIS Site Map Links Search �a _ Product Approval USER:Public User Prodtict Aj2proval Menu>Prodef.{or RRJicatton Search>Application List>Application Detail FL242-R26 FIL Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 21140 jrosowskl@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Or N Venice,FL 34275 (941)486-0100 Ext21142 Imlller@pgtindustrles.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/27/2020 Date Validated 02/10/2020 Date Pending FBC Approval Date Approved 02/10/2020 Summary of Products FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C CAC 17-0411.05.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant;No 04/05/2022 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R26 JI-11-0411,05,pcif Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by independent Third Party: 242.2 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C CAC 17-0411,07.[2d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2021 Design Pressure; N/A Installation Instructions Other:Please see the Miami-Dade County Notice of F 42 R26 it 17-04Lj.07.pelf Acceptance(NOA)for product performance Information, Verified By: Mlaml-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.3 HR-710(Impact) WInGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C AC 17-0 11X6-W Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2021 Design Pressure., NIA Installation Instructions Other:Please see the Miami-Dade County,Notice of FL242 R26 fI_17-0411.0&jqdf Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C CAC 17-0411.03 LM,12d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2022 Design Pressure: N/A Installation instructions Other:Please see the Miami-Dade County Notice of FL242 R26 11 17-0411,03 LM&Lf Acceptance(NOA)for product performance information, Verified By; Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C CAC 17-0411.04 SM&ff Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R26 11.17-0411.04 SM.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.6 HR 5410(Non-Impact) a ct) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C CAC 17-0411.09,pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R26 11 12-0411,09,Pff Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: MIAWMDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m!amidade.pov/econom PGT Industries,Inc. 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having,Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below,The Miami-Dade County Product Control Section(In Miami Dade County) and/or the A14J(it'i 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 perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. 0 DESCRIPTION: Series ".HR-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT:Drawing No.IVID-EM5410-01 titled"Horizontal Roller-NI",sheets I through 15 of 15,dated 05115115,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with 0 the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be.considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided 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, C, This NOA revises NOA#16-0714.18 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by forge M.Plasen cia,P.E. NOA No. 17-0411.09 COUNTY Expiration Date: September 24,2020 Approval Date: August 31,2017 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, (Submitted tinder NOA No.15-0903.11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller-NI", sheets 1 through 15 of 15, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durascalo'spacer system, Super Spacero NXTIm spacer system and XL EdgeTNI spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No, FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed* and sealed by Idalmis Ortega, P.E. (Submitted tinder previous NOA No. 16-0714.18) 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-8072, dated 02/03/15,signed and sealed by Idalmis Ortega, P.E. (Submitted tinder NOA No. 15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-S'h Edition (2014)dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit-Supervisor NOA No. 17-0411.09 Expiration Date: September 24,2020 Approval Date. August 31,2017 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. , 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows And Doors"dated 09115116,expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/1516,expiring on 04/16/20, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 611 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0.125 issued by the Product Control Section, dated 03/09/16,signed by Ishaq Chanda,P.E. (Submitted anderprevious NOA No. 16-0714.18) 4, Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Suhnfitted under NOA No.15-090-3.11) G. OTHERS 1. Notice of Acceptance No.'16-0714.18, issued to PGT Industries,Inc, for their Series "HR-5410"PVC Horizontal Rolling Window-N.I., approved on 09/01/16 and expiring on 09/24/220. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0411.09 Expiration Date: September 24,2020 Approval Date: August 3l,2017 DESIGN PRESSURE RATING I IMPACT RATING VARIES PER REIN NOT RATED FOR FCRCWMit;T I CLUSTE 2-5 ANCHORS.SEE LEVEL,SEE SHEETS GB IMPACT RESI— r'wP R DETAILS SHEET S—, 2-314'MAX.D.C. SEE SHEETS S'MAX ...... _B.SEE MAX D.SEE 2-5 ANCHORS,SEE lam, SHEETS S�EET-1 C',US7ER DETAILS SHEET 5 18'94-MAX.D.C. S*MAX. MAX 0 C. r—S.SEE SHEETS -7) A.SEE . ..... 1W MAX. S 10'MAX C'SCE! HEEET 31 SHEET41 ------- A HE S E S E-M E 72' EQUALLY MAX.D.C. 7r MAX EQUALLY SPACED) MAK. • BUCK NIAX ANCHORS PER SUCK DI'PrACFD'� HE,GHT I. TABLES 3-16 HE.G' ANCHORS SUCK LES 17-te HEIGHT SEE TAU 67- x SHEETS- j ) ICl/ ` I 4 I I f MAX 0.C. 0 x 0 x x t_x L� 'MAX MAX 1 8 -- SSE 'VISES ------- w lt�3 OILL EEPf I— EE'H't SHEET4 3'MAX 4'0.C�BETWEEN TAILS, 3'MAX. ':,C DETAILS, 4*0 SSE i7H M- 3 ,L BETWEEN WEEPIO OLES rVEEPHOLES iWESPHOLIES D DETAILS. WEEVH SHEET 3 140'MAX SUCK WIDTH 75'MAX.SUCK WIDTH 75'MAX.BUCK WIDTH ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL SHOWN AS XOX CONFIGURATION SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION CODES I STANDARDS USED, ANCHORED THROUGH THE NAIL-FIN :2017 FLORIDA 8 I D DA BUILDING CODE(FBC)STH ED 10 GENERAL NOTES:SERIES 5410 NOWIMPACT RESISTANT HORIZONTAL ROLLER •20 4 FLORIDA BUILDING CODE(FBC):STHEDITION -ASTM EI300'09 i)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -ANSIIAF&PA NDS-2016 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS. -ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MtAMI-DADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED N'ASONRYAVCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM CSO -AISI SIOO-12 CONCRETE MASONRY UNITSAND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. -AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED IX INSTALLAVONS,"X WOOD BUCKS ARE OPTIONAl-IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE:1-Ir'THICK OR GREATER.IX AND 2X SUCKS("'HEN USED)SHALL.BE DESIGNED AND SECURED To PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILRYOF THE ENG144EEP(COR)ORARCHrFC70F RECORD,(AOR). EMBEDMENT $)ANCHOR EMNT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.ENIDEDMENT.INSTALLATION ANCHORS GENERAL NOTES..._.____l_.I SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND,HE SCOPE OF THESE INSTRUCTIONS. ELEVATIONS_........_..._.._._..„.._. 61114-MAX.SHIMS ARE REaJIrED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHII,%CAPABLE OF TRANSFERRING APPLIED LOADS, FRAME.GLASS CR 7)DESIGN PRESSURES: OPTIONS...„._.-„„..._.........2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PCRASTM E13W. INSTALLATION.FLANG & B.POSITIVE DESIGN LOADS CASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEGVSOX.-.-..---3 C.DESIGN LOADS ARE BASED ON ALLOWASUESTRESS DESIGN.ASIEL INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WIPIDLOADS CORRESPONDING TOTHE REOW-RED DESIGN PRESSURE.1NE 33AJ3%STRESS INCREASE HAS NOT BEEN USED IN 4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FAC70R WAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME-E INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING 5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE- DESIGN PRESSURES....__.-...._ 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES....„....„_._9.13 10)REFERENCES:TEST REPORTS FTL-8072;EL 0 ULTRACON NOA;ELCO CRMFLrX NOA,'ELCO AGGRE-GATOR NDA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&SRONZEAJG4TER SHADES OF!CAP EXTRUSION PROFv_r:s _..14 COATED PVC EXTRUSION NOA�S;NATIONAL DESIGN SPEOFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA 140S&ALUMINUM DESIGN MANUAL JASSEMBLY....... I i)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFnCAL_ PRODUCT REVISED as complying the Pl.irld. B.Cd USER INSTRUCTIONS: NOA-gS No. 17-0414.09 1)DETERMINE THE SITE SPECIFIC,WINDOW OPEMNG'S DESIGN PRESSURE REQUIREMENT USING WINDUCLAD STANDARD ASCE 7. R-h. 2)KNOV41NGYOUR FRAME TYPE,WINDOW CONFIGURATION(OX.XO.KOX),SIZE,GLAZIlJGOP7.jON FROM(TABLE TIAND Date 09/24/2020 REINFORCEMENT,LEVEL,DETERMINE YOUR WINDDW�S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING tv Lymv JR 03/27/17 NOTE TO ANCHOR QTY.TIA5. TAU '�p 'LES 6 SETS 6 -SIGN PRESSURE REOUIREMFNTFOR THE WINDOLVOPENING 1.USE 1140EXTABLE 6 ON SHEET 5 TO HELP FIND THE APPROPRIATE TABLE. 12(SH 8).IT MUST EQUAL OR EXCEED THE DE R-Is.d Of,. OBTAINED 31 DETERM;'�'44ESTTFE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 Z46 3 ON sHFFT-2 ACCORDING TO THE INSTALLATION No.58705 -%13 t CONDITIONS. 4)DETERMINE HE ANCHOR OUANT.ITY FROM TABLES 13-19(SHEETS 9.13L yERIFY THE ANCHOR/SUBSTRATE WILL MEET '7;OkWSKI REQUIREMENTS FOR YOUR OPENING-S CONDLTION FROIvj TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS :7 GENERAL NOTES&ELEVATION SHEET-SET ARENIET. 311 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER SHEET 3 FOR FLANIGEfECILIAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINJU•CHANNrl_INSTALLATION. •• N.VENICE,FL 34275 Tide Data• USE TABLE 4 ON SHEET 2TO FIND THE APPROPRIATE DETAILS. (S41)48G4600 HORIZONTAL ROLLER-NI 05/15195 INTEGRAL FIN OR EQUAL LEGISOX),SEE FIGURE 6 ON SHEET 2� CERT.OF AUTH.A29296 HR-5410 0 HR5 B NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE. trs sle." NTS 17 F 15 Mn- 410-01-OT� TABLE is ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE " Glass Description(Listed from Exterior to interior) Ftam= Glass 'typo Instilion GLASS TYPESI&3 MAY ryp=s Options No Substrate Option Oetaif Sheet 1 3/4'LG:1rfi"A Exterior Cep+1/2'Air Space+116'A Extedor Cap CoRdi6ons NOT BE USED IN THE flee Fig Bi (�=Table 1j 2 314'LG.:1/6'T Exterior Cep+1/21 Airspace+1f0'T Exledor Cep a HVHZ ABOVE 30'. Thnwgh the ....into 2XWood FmmatBuckstdp-5hac4 4,options 3 314"I.G:3116'A EXteriCr Cap+318"Airspace+WIG`A Ectedor Cap J-Cnannet niagmi aa..... ....'udo Metal-shoal 4,option 8 4 3+4'I.G;3116`TExterior Cap+3r"Air Space+3/16-TExterior Cap (31) 1-1 Through tho forma ..into ZX Wood Flamel5mi,sldp-sheet 4.option 6 SEE SHEET 6,TABLE FOR GLAZINGtl7ESIGN PRESSURVANCHORAGE INDEX. Matedal kiln.Fr M'r.L Fv of the mndow...... Into Mete[-sheet 4,option 7 • Steel Scraw 92 ksi 120 ksi ...dnla 2X Wood Fmme�Bucksuip-Sheet 3,opton t 1843 Screw 60 ksl 95 ksl Fangs 1-4 Through the Irmo....into Cotmrota/CMU-shoot 3,opit..2 410 Screw 90 ksi 110ksi 02) ,fit•..window...... ,--.Bpough lXBuckstrp we C—IGw CMU-stwel 3,opxbn3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Eico Acyre-Galwe 57 it.,. 96 kst ...)nlo Metal-shoot 3,oplien 4 Min.Edge Min. Elco UbaC rAD 165 ksi 177 kel Th:dyh lho ....into ZXWmd FrmafDucksutp-sheet 4,up[ion 5 Group Anchor Substrate 410 SS Elco CreleFlexO 127.4 kci 189.7 ksl Integral Fin auepmi fin...... „ into Metal•sheet 4,option e Distance Embedment 1-4 8463 r Atvminum i6 it 22 ksi (4) Thrwgh the tame...into 2XWwd FmmeBuckstiip-5heeei 4,aMon6 #"10 5MS P.T.Sculham Pine(SG=0.55) 7J16' I318" A36 Steel 36 ksi 58 kaf of the window...... ,,into Natal-snaet 4,option 7 Sheet,R36° 318' 0.(15D° Gr.03 Steel Stud 33 ksi 45 ksi ...•)No 2X Wood Fteme/Buckstdp-sheet 3,option 1 (steel,1S.S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) Box f 'Ruaugh the flame....into Concrete/CA1U-shdM 3,apt tan 2 or 4S0 S.S.} 'UIN.OF 3 Equal-Log 1-4 A Aluminum,P ne(SG= '.,16" OA50• THREADS BEYOND (94) oftho window.,.... „.,through 1XBuckstnp Into COncmte/CMU-shoot 3,option 3 P.T.Southern Pine{85 ksi)5j 7 . 1318' THE METAL. ....into Metal-sheet 3,oction 4 3/16'steei Ult2con Concrete(min.2.85 ksi} S" 13+6' SUBSTRATE. Ungrouted CMU,(ASTM GPO) 2-7Y" 1-1/4" -UN(7t0UTE0 P.T.Southern Pine(SG=0.55) 9/16" "/a" 02 Ski$ CMU•VALUES B Steel,A36" 31a" 0.050" MAYBE USED FOR_ (steel,410 0 S.S.) Steel Stud,A653 Gr.33" 3/8" 0.0451'(18 Ga.) GROUTED CMU FIGURE B:FRAME TYPES o or 4 Aluminum,6063-T5` 3!8' 0,063` APPLICATIONS. 1/4"steel Ultracon Concrete(min.2.85 ksi) 1' 1-14' !�I !� C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" (D- 1/4"steel Creleflreleflex Concrete(min.3.35 ksi) 1^ 1314" INSTALLATION NOTES.SEE SHEETS 3&4 FOR ILLUSTRATIONS: Ur 114'steel UlUacon Concrete(min,2.85 ksi) 2-1f2' 13/4" 1)USE ONLY SUa57RA7E•APPROPRL47E ANCHORS LISTED ON BOX OR �- 1/4'steel UltrecOn P.T.Southern Pine(SG=0.55) 1' I-318" TABLES 2&3,THIS SHEET,FOLLOW EMBEDMENT AND EDGE FLANGE EOUAL- IW steel CreteAe% CAnerete(min.3.35 ks!} 2-1/2' 1314" DISTANCE LIMITS.ANY INSTALLATION OPTION SHO'NN IxAY 6E i 'LEG USED ON ANY SIDE OF THE WWDOW. Ungouted CMU,(ASTM C-90) 2-112' 1-114" r P,' J D I14"steel Crefeflex P.T.Southern Pine(SG=0.55) 1` 1318" 2)MASONRY ANCHORS aIAY BE USED INTO WOOD AS PER TABLE 1/4'sleet Aggre-Galor Concrete(min.3.275 its[) 1-1/2' S•3/6" 2•THIS SHEET.AL L WOOD BUCKS LESS THAN 1-1�THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE i/4"steel Aggre•Gator P.T.Sou lhem Pine SG=0.85 1' 1318" OPTIONAL IF UNIT is INSTALLED DIRECTLY TO SUBSTRATE.WOOD Grouted CMU,(ASTM C-90) 2' 2" BUCKS DEPICTED AS 2X ARE 1-i1T THICK OR GREATER IX AND 2X �'�__� I! BUCKS(`MIEN USED)SHALL BE DESIGNED]TO PROPERLY 1 U( I �,"J '0 TRANBfER LOADS TO TH£STRUCTURE.W000 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL INTEGRAL (v ARCHITECT OF RECORD. t FIN 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS rrr��+ `:A DAYLIGHT OPENING)IS MEASURED FROM EEADINGTO SWING. � � PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH SHE INTEGRAL FIN (�.:r`� .� Min.Edge Min. 4)SEE SHEET 15 FOR OFTIONALECRESS LOCK DETAILS. f-T °� =� s complying with the Florid, Group Anchor Substrate Building Code Distance EmbedmenP titnurrl NOA-Nu- 17-0411.09 E 2-1f7 z.131'Common Nab P.T.Satnh6m Pine(SG-0.55) 3/6' 2-7f18+ `� pNY,..Nry�r�� Re*'sed R1'+ p°ta •� Raviakn; Expiration Date 09/ 2412020 lr1h843SSMS ) �1I.P?� No.58D5 ,`j_% JR f OS t NOCHMIGE57HISSHEET. M 21/2'AY -shank Roofing flail P.T.AIOhe�Pi6n0eS7o,0.5S 33 20-71 A` (2?(�,,,_.,, Mlomi-Da roduct control esid Ring-shank Rg ( ) g ur P.T.Southern Pine(SG=0.55 1/2- 13/8" ?3 Re.ts.d 8. D.I. Rn.;,to,�; (steel. Steel Stud,Gr.33 3,8 0.4451 (18 Ga.} or 410 S.S.) --0 - y Amcrrytioa; Ora-By. F Steel.A36" 3r3• D.Osrr =7� ; TE� �� GLASS/ANCHORSlFRAME OPTIONS J ROSOWSK( 'MIN.OF3 �Q 1 •:�� P.T.Southern Plne{SG=0.55) 9/76' 1-3i8- THREADS ''�` - F = 1070 TECHNDLOGY ORNE T,ttr. Dote: #S2 SMS - ' ¢'+ '•.,COR*F,... . \'�� N.VEMCE,FL 342TS (steel,18.8 B.S. st el Sttsl6G�r.�a'i" .��ta- o. BEEYTOiD THE f'�,SSfp` -••',NG1' (941}400-1600 HORIZONTAL ROLLER-NI 05/15/15 cr 410 S.S.) SUBBTRa7c. /rrrNALttt��` CMrPoCjRoten Par aan;nlms.We. Steel,A36' 318- 0.06W A LYNI MILLER,P.E. ALL Na Reseav Sede,�od.t swo - 51mac D—Ing Ra, Rev: P.E.4$5705 CERT.OFA1T ,29298 HR-5410 NTS 2 OF 15 MD-HR5410-01 8 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX TYP.ANCHOR TYPE. INSTALLATION (E)OR(�22>R 21)--1 SUCKSTRIP INTO CONCRETEtCMU. EMBEDMENT AND EDGE NOTES SHEET 2 INSTALLATION DISTANCE PER SUBSTRAM OPTION 4 (SEIC SHEETS 6-8) SEE NOTE 2.SHEET 2. OPTION I ANCHORED THROUGH 4 T IC FOR LL 0'. ANCHORED THROUGH EDGE DISTANCE SFETAELE 2,SHEET FRAME INTO METAL 1/4'hMMAXSHIM EMBEDMENT FRAME JNTO 2X WOOD 1 29 - 6 8-\ FRAME OR SUCKSTRIP. 1/4'MAX SHIM �q- (1-6�7 SEE NOTE 2,SHEET 2. 4 3 L -3 1(,0 EDGE �4 E j U SASH FLANGE EMBEDMENT #IOOR#12STEEL DISTANCE FRAME SMS(GS).SEE RAN SHOWN TABLE 2.SHEC-1 2. t Jul �2 i TYPE, TYP.ANC14OR C2 -?.IAXSH]f.i FIXED EMBEDMENTAND ITE MS.— I EDGE DISTANCE PER SUBSTRATE,SEE LIGHTWIDTH TABLE Z SHEET 2. .01 DADE APPROVED MULLION.fBC COMPLIANT LIGHT VI�IOLE 42 EXTERIOR 029 ALUMINUWSTEEL FRAMING FLANGE (-7- 4 EQUAL • WIDTH OR STEEL STUD.MAY BE FRAME LEG FIXED ��-)Olk 26 0 2 -111, MATMID-SFANOFINTERLOCK VISIBLE VERTICAL OR HORIZONTAL. SHOW. III 3-1a-FROM EACH SASH (SEE SHEETS")TYPICAL FOR ALL js� AT CENTER OF LIGHT LITE SEE SUBSTRATE PROPERTIES, S.. HEIGHT TABLE 2.SHEET 2 'XO'OR'OX'FIXED MEETING RAIL CORNER AND(1) UWIDTH SASH STILEWRAILS HORIZONTAL SECTION A-A-,(OXI 2@2 b k@') I'EE BUCK 29 Sl FORALL'XOrSASH 2 (SEE SHEETS 7-8)TYPICAL HEIGHT gnal R OPERA13 E (20 1 ! OPERABLE SASH SASH L p VISIBLE 37-39 C21)ORO--0 LIGHT OPERABLE 0 (SEF SHEETS") HEIGHT SAS14 00 28 TYPICAI FOR 41 FIXED ALL SASH VISIBLE LITE VISIBLE 45-"41) LIGHT WIDTH x- 29 FLANGE FFUW.E SHOWN IA7-EP T. 15 NO. OF 0 314 X 114" $ISLE 42 EXTERIOR [�� 2S)OR(@- i.114:X /4- 34 LIGHT`'l WIDTH 14 04 -/ (SEE SHEETS TYPICAL FOR ALL 41y 'XOX'FIXED MEETING RAIL 8UCKWIDTH PRODUCT REVISED EQUAL-IiG as complying with the Florida SHIM HORIZONTAL SECTION E-E(XOX) FRAME Building Code 17-0411.09 INSTALLATION AS PER SECTION A-A ABOVE SHOWN NIOA-No. EOUAL LEG ftvi-d By' Mle. EXPIMIU..net.09/24/2020 FRAME SHOWN .....L... JR 03127/17 NO cHANG-s SKEET. By nd' redo tcanvm EMBEDMENT AC 've INSTALLATION 4PTION 2 No.. R.Wod W. Dada: ftW.1-: --t ANCHORED THROUGH FRAME DIRECTLY.NTO CONCRETEICMLL I EDGE a vwcfipwn� DISTANCE R ROSOWSKI STAT TYP,ANCHOR TYPE, DI CE VISIBLE LIGHT FORMULAS 107OTFCHNOLOGYDRNE FLANGE& QUAL-LEGIBOX FRAMES DJ Mt.. EMBEDMENT AND=-DGE--/ VERTICAL SUBSTRATE •DISTANCE PER W1071-t BUCK MOTH 12-4-1/4 N.VENM FL 3A275 HORIZONTAL ROLLER ....... -NI SEE TABLE 2,SHEET 2� SECTION B-B HEIGHT:BUCK HEIGHT-7-1/4' 0 02M7 INDUSMES.W- Lpj CERM of 05115115 Me:%MJ�VL 1), 111, COFMOAKLr H.. f?.,. 0.LYN i P AUTH.0292N HR-5410 NTS I'70F 15 MD-HR541M1 B P. I INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHOArDTHROUGH-FR;�MEINT02X OPTION 7 (2_�''OR��)OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 6 ANCHOREDTHRC FRAME SEE INSTALLATION NOTES SHEET 2 �SEE SHEETS 6.6 NOTE 2,SHEET Z ANCHORED THROUGH INTO METAL(INI(EURAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO ZX EMBEDMENT I FiNfIFLANGEREMOVED) OR*OXSASH WOOD FRAME OR BUCK- la 29 H ECE 114'MAY SHIM IS 20 30) STRIP.SEE EDGE I 2 1 1 9'1-\ ,/-(D DISTANCE S J: �20 J-CHANNEL 010 OR'2 STEEL FRAME SHOWN sms(GE),SEE J_ TASt F 7, 28 r TYP.ANCHORTYPE. lucDL_Jul EM8EDMENTAN4 LM"MAXSHIM Fixhu -EDGE DISTANCE PER LITE I VISIBLEr. SUBSTRATE.SEE TYP.ANCHOR TYPE, FIN AN LIGHT WIDTH TABLE Z SHEET 2. UIUH EMBEDMENT AND EDGE FLANGE MAY BE (SCREW SHOWN) DISTANCE PER SUBSTRATE. REMOVED IN-FIELD 73 —SEE TABLE 3.SHEET?_ jn� FIN p B5 --7/ j FRAME 13 + O SHOWN VISIBLE GAGE APPROVED MULLION. c VISIBLE '42 OR FSC COMPJANT LIGHTWIDTH ALUMINUMISTEEL FRAMNG r —10, 3 OR STEEL STUD.MAY BE \2�)ORr5 R 26 Vls:BLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT SEE SUBSTRATE PROPERTIES. 'XO"OR"OX"FIXED MEETING RAIL HEIGHT -LITE SUCK WIDTH INSTALLATION TABLES 2 6 3.-SHEET 2. HORIZONTAL SECTION C-C(0- 22 OR C23) - OPTIONS - (SEE SHEETS ANCHORED THROUGH 'TYPICAL FOR FIN INTO METAL r29- 6 19 ALL'XOX7 (FLANGE MAY BE REMOVED) 29, 0P­_' 2 OPERABLE SASH BUCKSASH rl . 9!10ORftl2STEEL HEIGHT $ASK 371-3 1 1 c �_sma(G5).SEE VISIBLE TA13LE 2.SHFET 2. 2I'OR@2)OR(23) VGHT OPERABLE 0 A (�m E SHEETS�-) HEIGHT SASH 20 TYPICAL FOR FIXED F ALL SASH]"A—, C16 Glif VISIBLE LITE VISIBLE IyovioD I LIGHT WIDTH A :)FT. -0 —FIN q _487) WEEP 42 NOTCHES RRAME L L VISIBLE EXTERIOR u 304•X VC @)ORL26 GH WIDTH 73) J-CR4NNE 1-1/4 XIP;'­� Q-D (SEE SHEETS")TYPICAL FOR ALL -10, cl FRAME 15 "XOX'FIXED MEETING RAIL SHOWN BUCK MOTH PRODUCT REVISED 7114'MAX HORIZONTAL SECTION F-F(XOX) --ply.9 ith th.Florida Rn SHIM (1)AT MI M-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D�D ABOVE -17-04.41.09 FIN FR. (1)3-It2'FROM EACH SASH ""illillijil. NOA-No. SHOWN -'jCORNER AND(1)AT CENTER OF Date 0912412020 SASH STI L E SR Ai I.S By TYP.ANCHOR TYPE, tr s"" JR 03/27117 NocHmGE$NlsstE I.- d m ..t -.n E6 EMBEDMENTAND GE DISTANCE PER EDGE DISTANCE R&W—, SUBSTRATE,SEE SEE NO,58705 t TABLE 3,SHEET 2. r EMBEDMENT 1­ 7:-0 Or. Ij VISIBLE LIGHT FORMULAS J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL - .. S. 1) / — _' (EQUAL-LITE,XO 0 TECHNOLOGY DRIVE N.VENCE,FL 34275 4 0pate; I - ANCHORED THROUGH INTEGRAL FIN SECTION D-D Ip - WIDTH:SUCK WIDTH/2 (941)460-isoo HORIZONTAL ROLLER-NI 05/15115 INTO ZX WOOD FRAME OR SUCK- HEIGHT.BI ICKHEIGHT A STRIP.SEE NOTE 2,SKEET 2. ccvml.�*"7 L.CrJN� it — ..=" Sews Model D_mg Na. A.LYNN 14ILLER.P.E. CERT,OF A'ITH.929296 HR-5410 NTS 40F 15 MD-HR5410-01 I P.F*68705 STRUCTURAL �r-slLlcoNE I POLYISOSIII'YLENE—� �`'-114"NOM.WITH DESICCANT f j KODISPACE Y OCT.CLASS X ` 4 4SG TPS •"� 3t3'NOM. i --^•� 3J-0"NOU, �— � 1(—�SITENfPGIASS--INT.GLASS 1/8"A GLASS 1/8"T GLASS --�1 73 a {74 1/2"AIR SPACE 112"Al SPACE EXTERIOR � T-MELT BUTYL 1/8"A GLASS—� 1/8"T GLASS HO � ---\ � � �28 J—• �_ STRUCTURAL i r F�(T'ERIOR EkTER10R SILIFOAM •� ,i--3r1GNOM. • i / 29 i# •` 75 WITH `� 7a-79 --i JG-79,.-- ♦�/ I 29 DESICCANT EXT.GLASS /f " SUPER i SP—AC ERC"NXT'"' 1:.,•r' (�C GLASS TYPE 1 GLASS TYPE 2 — ro I n INT.GLASS e TYP.GLAZING DETAIL ALUMINUM REINFORCEMENT 3/4"MOM. � -+{ 3!4'MOM. A16'NOM— I r BUTYL 8 DESICCANT 3116'A GLASS 3t16"T GLASS EXT.GLA FOAM xa 1 f jt DURASEAL`'R- 3/8"AIRSPACE 3/8"AIRSPACE \ � r jj f SPACER 3/16"A GLASS 3/16"T GLASS--\ \ t EXTERIOR ® EXTERIOR y S r GLASS ra-7a xaas POLYISO- —DESICCANT FILL AREA BUTYLENE 5116'NCM. SEAL r GLASS TYPE 3 GLASS TYPE 4 ROLL-FORMED SILICONE SEAL STAINLESS STEEL' 1i ru PRODUCT REVISED XL EDGE "'SPACER GLAZING NOTES: a�ompryingg irb she Florida 4� � "A—ANNEALED Bnilain00odeW EXT.GLASS j 'P=TEMPERED NOA-io. 17-0411.09 J 1,1 LYAfq ,ir Re i-d By pats R�sran: Expiration Date 09/2412020 tmauNsesTlltssNEtT. INT.GLASS �. ENs�:•.l_j: JR 03/27I17 By 4:' :��} Rarixid e?: pater MIamLDaay raauct Control No.687DS part Description Material 76 Kommerfing 4SG TPS Spacer S Spacer stem LC pZ pm�n sY p y See this =O S1�31 *'•'tU� GLAZING DETAILS J ROSOWSKI 77 Guanex Super Spacer nXr Wth Hot Melt Butyl ' 4i� 1070 TECHNOLOGY DRIVE 78 QUaneX[1Draseal 5 Sheet for '. �s '-.l ORtOp �a; N.VENICE,FL 34275 Tit c pat.: P Materials %$/pNA�its . (941}486-ssa0 HORIZONTAL ROLLER WINDOW-N! 0 5/95115 79 Cardinal)C Edge Spacer r r r r f t s t t+1` COM1m'OHro my to mouvmcs,Nc. µy ip�y Sar+ed Scala: 5heeb prowfng Na Ran REFERENCETEsrREPONfS:FT'-6717.8-68&8970 A.LYNN MILLER P.E. CERT. TH.OF AU #29296 HR-5410 NTS J O�15 MD-HR5410-01 L3 PEX53705 TABLE 5: TABLE 5: TABLE 7: tndex toArl Design Pressure and Anchor Quantity Tables Glats Types Desi nPressure Ibse for XO or OX Windows Glass Types Design bse for XO or OX Windows 1_4 g { ) 1.a 9 P 1 M.. M.X. Gin- Ra"v3. Design Pmdsme A-terO.'ay R.W.Le101 .._.,Wi Bua k Height _ T Relnt Level WhdaW Buck Height, Con6g. R1 34+Width Ha19M TYPa Lawl +5 +GS. 46' 54- _ n daw. . 3b' R2 3P 3W 48' 54, Ta57eC Pg.tl Tatle7 Pape d £ 2E-112* 6 0 -1C0.0 0 100.0 65.0 -100.0 +65,0 1-100.0 t 252•1 '+65.0 •130.0 *65.0 -130.0 +65.6 -130.0 -55.0 -130.0 j T•� 54" 1 6 6 13' 9 �i 28' +65.0 100.0 +65 0 -100.0 +65.0 .100,0 +65.01-100,0 26, +65.0 -130.0 +65.0 -130.0 +65.0 •130.0 -fi5.0 -130,D I 75' sr 1 2 ] 6 14 9 3 36' *65.0 -t00A +65,0 -1G0.0 +65.0 -9a.2 *G5.0 .$1.6 36• y+65.0 -130.0 +65.0 -130.0 +66.0 .119.5 +65.0 -109.5 t p0 W' 3 t0 7 15 10 0 42' *fi5.0 -100.0 +65.0 -t00A +65.0 -e-3.9 +65A .72.4 Q 42' 1+65,0 -130.0 +610 -130.0 +65.0 •91.7 +65.0 -614 se 1 6 6 13 9 1 3 46' *65.0 -100.0 +eS,O -100.0 +65.0 -76.5 +65.0 -65.6 1 48' +65.0 -130.0 s65.0 A29.4 +65.0 •85.9 +65.0 -72.6 OX W 2 7 6 14 4 ]S F 2-4 3 10 7 1S 10 g 60' +65.0 -1c0.0 +65.0 -100,0 +b5.4 1-E6.3 +56.5 -56.5 60' +65A -130.0 +65.0 I-114.8 +65.0 -83.5 *65,0. -71,8 Zr 4 11 8 16 10 $ lc +65.0 -100.0 +65.0 ti9d.9 +6C.3 50.3 +50.0 -50.0 y IS' +65.0 -109.5 +65.0 .9d,9 +65.0 -729 +65.0' -65.5' 123^ 63' 1 3 6 7 17 1 11 SEE TABLE 13 FOR ANCHORAGE •+n'10 FOR GLASS TYPES 24 SEE TABLE 14 FOR ANCHORAGE )nX 140- 3 63' 2_4 9 7 18 t2 4 1 12 a 19 1 13 HEADER HEADER� I �� I-1 ._ -----� �'+- 4-MAX O.C. - --`� I 11 rl, S ItFF SECTION DETAIL =' SECTION DETAIL FOR WINDOWS WITH �� 2� FOP WINDOWS WITH 21 f LEVEL R1 REINFORCEMENT �1 LEVEL R2 REINFORCEMENT II HEIGHT SASH NCHOR (REINFORCEMENTS SHOWN j SASH (REINFORCcatENTS SHOWN IN FIGURES A PLY TO ALL HEIGHT I IN FIGURES APPLY TO ALL r.� CLUSTER DETAIL FRAME TYPES 8 QI I ' 21 FRAME TYPES b 1 Q�`, CONFIGURATIONS) i II IC CONFIGURATIONS) 21 �1-- 21I 4'MAX.O.C. --�^i �--- 1�� •�n g1 1'-fi \ nrlrnnR `I SILL SILL J 4_ANCHOR YSr S- `'� f CLUSTER DETAIL = SASH WIDTH --- SASH WIDTH MEETING RAIL 4'MAX O.C. D i� I MEETINC RAIL 1 u� } -� `-u- i�- 24 -� (xl rL "f- - -, 25 ,�--- - --I-� 21 21 • �- �L_�:_.,_,, 21 2`1 / \ JAMB J!AntB 57crEwon 7`�:1lt-t- PRODUCT REVISED l/ i �1/ 'l v ( QI -,G �. Buis s oe�wltl,the t torid, 3-ANCHOR v P s , I / CLUSTER DETAIL °-` �y NOA-No. 17-0411.09 \\}\'}11111lI tit 1' NOT£5: ♦ _ << RMW-d ey.• Data Rarisbrc E.KPIMUOn Date 0 912412020 ^^ 1)USE THESE TABLES FOR ALL WINDOWG ,`•��`�•"••••'••.41 T H r - - INSTALLED ROUCH THE FRAME OR INTEGRAL FIN. No txuwGes rHrs sn�Er. ti PC\';-• 4tCENy,F-.�(��� JR 03/27/17 MIart1 a PraduOt Contro 6'mN;.D.C. _ 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK D.W. Rn.;a;om. O NIN.O.C, -1 HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE Z '7A"; N0,58705 FIGURE. 3)FOR SI2=S NOT SHOWN,ROUND UP TO THE NE<T -'0 �1_^�''•J`� '�^'^=-- C Ne�0 Drann ey: AVA JBt_=YAOTHORHEIGHTOtMF�tS10N5tiOWll OO }��J ;= DESIGN PRESSURE TABLES J ROSOWSKI II ` ON THE TABLE. �• STAT£O /i/• ! l a•114.12.1/4-AND-173-1P-1,WINDICAT-E THAT F �/.`1070 TECHNOLOGY DRNE /t f 2-ANCHOR ) ''�S -�QR10A,-= \� N-VENICE,FL 34275 rdlei Dam: I THOSE srANDARD SASH coNFtGURAnoas FALL t0 N (s41}aao 180o HORIZONTAL ROLLER-N1 05115115 CLUSTER DETAIL WITHIN THE SASH 111DTH RANGE IN THE ADJACENT l r NAL E \ COLUMN.'CUSTOWINOiCATES THAT NO �t tt ttlti1i11\ C0T1R1GHr'0201yMTRDIJsiIMMING STANDARD SASH CONFIGURATIONS FALLWITHIN nu wctns Ati36mm 5r"'e4 Dra.tng No. Rav: THE RANGE 0.LVNN MJLLER,P.E CERT.OF AUTH.A29296 HR-5410 NTS 6 OF 15 MD-HR5410-01 B P.E.0 S8T05 TABLE 8: Glans Type TABLE 10: 1 Sash Sasb 'Design Pressure(Ibse)for XOX Windows Glass Types a W9d0i 1.4 Design Pressure(lb sift)(orXO or OX Windows Raint Letol Con69umflcn Range(n) W.-d-8uck Wnhl R3 33• 76, ag' 54' 63' RuIM.Level Wintlaty Buck Height R3 10 " 3n_ 48" 54' 63' 35.114' h-X^Y, 11.391-11.391 +65.0 .103.0 1i.65.0 -100.0 +fi5.0 •1 W.0 +"05.0 •700.0 +65.p l3.0 25-7/2" +05,0 -100.0 +65,0 -700.0 I*65.0 -100 D +65.0 -i 00.0 1*65.0 -100.0 36' Y.a-�-Ys 12.316-t2308 +e5,D -1W.0I-e5.0 -100,0 -65.0 -1CO.0 -65o -100.0 -45.0 Amu � 28' +65.0 -1W.0 +65.0 -1W,0 +65.0 -1000 t65,0 -10MO1-55.0 -100.0 45.1/8' y-):^y, 11,391-13397 -65.0 .100.0 *mu -1Co.0 +65.0 49.0 -B&O 77.9 .65.0 69.5 3 E 'nG'a-'hsto-n:i 3 ---8550A36' r65.0 -iCO.D +65 -1W.0 +55,0 -iW.O +65.0 •YW.O +65.0 t000}-y" 13.3-6-14.6113 +610 -1W.0 +65.0 -10.0 +65.0 -100.0 -E5,0 -100.0 .65,0 -965 o -/WD42 *65.0 - . . *55,0 47 +65.0 824 65.0 -74..01 Y_%-Y. 11.391-12Z97 -65.0 -1003) +65B -100.0 -65.0 -85.6 -65.0 -72.2 *59.6 .59.6 1000 0IOCO4T•374' 16 -65.0 - . -t . +65.0 85.9 +650 -72.8 +80.0 -60.9 1Z.286.15558 -65A 1C0.0�+eS,0 -IOD.D +65.0 87.2 -65.0 -74.9 +65.0 -65,9 60' -66.0 -100.0 0 -100D +65,0 -8.5 +65,0 -7-6 -5B7 567 -1 1E 5.0 .0 0 -100 *S.D a4 +65.0 7L8 + -5311.91 6 0. 75• +65.0 -100.0 0 -94.9 52-118, 12.017-13.3e7 465.0 -1W.0 0 -100.0 E5.0 85.0 -65.0 .71.856.1 SEE TABLE 15 FOR ANCHORAGE 13,396-17.016 -65.0 -100.0 .65.0 -100. +65.0 85.4 +66.0 .72.0 +58.7 1 -58.7 C.U). 11.391-13.397 *eS.O .100.0 +65,0 1-96.9 +65.0 -73.9 -65.0 -0.6 1+55.9 -55A I ) 2 7 66' 'j*-y,-•/, 15.301-12.041 +65.0 -100.0 +65g -100.0 +65.0 80.8 +65.0 .71.0 -56.2 -57.6 «Y HEADER 15.361-t9.841 -650 -1W.0 +65.0 -100.0 +65.0 84.5 -65.0 -71.B +36.3 -563 75' Y-/2-f 17.141-19,11D +65.0 •7Co,a +65.4 89.3 +fi5.4 68.8 -61.4 87 4 +52.5 N-50.0 h-Y,.% 19.111-24.641 -65.0 -1W.D .65.0 -98.1 -65.0 -74.5 -65.0 -67.2 *56.7 iu f_�.y 27.611-3251E +65.0 -1W.0 +65.0 -85.3 +f5.0 68.6 -61.4 Bi.A +>.5 o - r Cuafom 32547-39.6:1 +65.0 .100.0 -65.0 -91.3 -65.0 .70.8 +63.0 •63.0 +53.7 SECTION DETAIL I FOR WINDOWS WITH 20 Y,_�_/ 39sm +55.0 -iW.O +65,0 89.3 +65.0 68.9 w1,4 81.3 -50.0 LEVEL R3 REINFORCEMENT "MIN.SAS7-SIZE=WINDOW WIDTH-40.72 SEE TABLE 17 FOR ANCHORAGE ,I 2 _ - (REINFORCEMENTS SHOWN SASH TABLE 9: Q4 FIGURES APPLY TO ALL i HEIGHT Gbss Tjyas FRAME TYPES& 2-4 sasn Sash Design Pressure(Ibstft)for XOX Windows CONFIGURATIONS) Ccn1 +, wldm u 22 Relnt Leer s RarKe fn) Wndow suck Fiei9fst - I I (-� . R3 30' W 48' S4' 6S I 35-IM' 11.391-11.391 +6so -7W,o -65A -100.D -65.0 -100.0 +65.o -100.0 +556 -100,0 � Ll' �_�•>_ -" 38' %-Y y, 12_306-12,308 +&i0 -1 D0.0 .65,01-1Co:7 +65,C -100,0 rE5,0 .100.0 .65.0 -100.0 �pljl Y_Y,_% 11.391-13.397 -0.0 -CODA 1-65.13 1-COCA -65.0 -100.0 +C5.0 400A +65.0 -97,9 SILL 45.1/8' Y-y-Yj 13.388-74,fi83 +6.0 -100.0 -65.0 -100.0 +65.0 -700.0 +65.0 -100.0 -650 47.3 4' y,_Y,_y 11,351-12297 -0.0 -1W.0 +6&0 d00.a -65.0 -ICo,01-66.0 -100.0 -650 -95.2 Y-h/s 72298-15.568 -eS.0 -SW.O(-65.0 -1W.0 .65.0 -100.0 -65.0 -1WA 65.0 -01.2 Custom 11.391-12,016 -65.0 -100A +85.0 .100.0 +ss.il -ia0.0 -mil -100.0 -650 -88.5 SASH WIDTH 52.11a /-;u_y 12017.13.397 +65A -iW.O -65.0 -1004 +650 -100,0+:�6-5.3494.9 *55.0 87.5 13.398-17.016 +65.0 i000 -65.0 AD0.0 +65.0 -100.0 '65.0 414.8 1 ill, MEETING RAIL Ceetam 11.391-13.357 -65.0 -0o0.o +S5.0 -1W.a -65.0 Acoj) +65-0 -17.0 W %-Y,% 13.399-15.360 -65.0 -1W.D -65,0 -100.0 •65.0 -100.0 +650 -77.7'h'•�-ii 15.:Lt-19.851 +E5.0 -1W.0 +65A'-1009 *65.0 -100.0 +SSD -75.7 _-' -• 'g I t l 22 �22 3 O Blom tt 391-13.397 +65.0 -100.0 1-65A -100.0 +65.0 -W.4 +65.D I 86.8 -65.0 -68.7 JAMS 75' g_/_Y, 13.396-19-tto -s5.0 -100.097 63.-Y .0 .65.0 -100.0 +65.0 - .3 -es.0 -60.4 - 8 -..8 - PRODUCT REVISED Y,%-% 19.111-2a,641 -65.0 -7CC,0 -65.0 -1C0.0 +65.0 .94.1 +65.7 79.4 +E4.3 -643 ! _ as complying with the Florida SuICuelom 17.641-19.397 +E5.0 -100.0 +65,01.90.4 +65.0 -BZS +65.0 -75,6 -W" NOIA-No, t U u t! 47•0411.09 96• Y,_y�_Y, 19,39B-24.360 +65.0 -100.01-65.0 .97.4 +6.5.0 -97.8 r650 -ta.2 +57.5 -57.5 �1�i NY LYN1y 1,�i Raviscd 8y: Aalr. Rriaton: Expiration Date09124/2020 h-%,-X 2d.381-31.6t1 +65.0 -7W,0 +65,0 •1W.0 -85.0 85.0 *85.0 89.9 +55< -552 `� `�p,•••'^•• -/�� JR D3/27/17 NO QHANGES THIS SHEET. y,.y,_y 29.641-32.515 -65.0 1-1W,0 -65.0 -00.4 ^65.0 82.B r65.Q 68e -S27 -52.7 _�_: LICENyE.•-•C� i 9y „rL 120' �2'; C� Rw;sed SF Date Revmon: Miami Product Con-t 1 Y-%-Y. 32.5 16-39.641 -fb.0 -1CO.0 +65.0 -100.0 +65.0 -61.A +65.0 -65.6 -EO.5 -504 73 *: No.58705 /40" Ctn'am •• -38.631 +653 -TWA 1+65.0 -30,d +65.0 81.4 I+65.0 65.6 .50.0 �A.O _ :*- -'MIN.SASH St^4E=WINQQW'AD TH-6072 SEE TABLE 18 FOR ANCHORAGE z =�': !3,}, DESIGN PRESSURE TABLES J ROSOWSKI NOTES" ATE GF' 1070 TECHNOLOGY DRIVE 2)USE T HESE TABLES FRAME DIMENSIONS AR=_pLL QVCh•1 WIDTH AND SUCK HEIGHT(SEE SHES INSTALLED THROUGH THE ETS 14r).MSH SME OR ELLS AS PER THE FIGURE. %'�S r.��R10A t `.� (N.9 VENICE,fL34275 T'dc- 0t. 5 a)'1�d R-14 SIZESNAND'113.7(J 113 OT SHOWN. MDICATE THAT THOSE STANDARD D UPTOTHE NEXT AVAILABLE IDTH 08 HEIGHT DIMENSIONSASN CONFIGURATIONSFISHOWN ON THE WtTHit4 THE SASH WIDTH RANGE L�•�`,�, (ccrmu06To6inDi1pG7 tsousT6Es,hc HORIZONTAL ROLLER-N! 05115t15 IN THE ADJACENT COLU74N."CUSTOM'INDICATES THAT NO STANCARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN S.IIIL ERi P E. nxt Al rrF9 029 Seriea/Hoed: Seale; SheeC pnw7ny A'o. Rer. p E•y y)70y CERT.OF Al 829296 H R-5410 NTS 7 O F 15 M D-HR5410-01 B rABLe 71: "'e s types 2.4 Re!h{L Design pre su R<a el s2(fhslftZ)for XOo 25- 36• W.Omv bum, X Wlry({oyTS s �- +4 0 I 7300 '059 .t30.0 'S0 -t30.0 v65.063^ 72- 5 tS• + � -7130.0 +50 7 00 .SSO i30,0 1 -650 +sc •13D.0 t•0,0 •65.0•, __5 '55.0'.730.0 '6S0 '130.0 'E5.0 i t?3.3 75' .tJ0.0 .50%30.0 '73J 0 .ff5 p -'7<02 +Qi.O 1.1Lta 2 •77+65D :t93 -h5.0 26 '66.0 I -94.i '�'0.•57./ 7..7.0 +6S.0 r •6Q.2 +50: •Et7 _ SEE TABi.E 76 FO •70 0 ' TABLE 7T: R�'Ct'tORAGE - Etase rrpm r 2-4 PCInC Le CwtS h SesA /'R4 a ro0on RarpO 4q,C Desi / HEADER �:<• n7 gn PressorD(lbsl$'fo rxox 3s• ;1.3st.7r.39r " o3w tlsma•.sccl:t''ot9At WfnCDws SECTION DETAI c�1 • Y� 2308. '730.0 4s OR WIN �ix3cs +Eso .r3aD 75;,� t1.3st-733s7 's5.o .730.0 •ss.o "ss.o .t3o.a s,'. LEVEE R4 REDOWS WITH � f339s. +Es.o uao r3o.o •sS.D Es.D .130.o 63. (RENFoa .tJ0.0 0 +S.D •73p.0 IN;:IF Rctc 4�Je• /,- Y1.391. '6s,o -130.0 +Es.o t3o. -rJo.a YORCEMENt �- 23 1Z238 t2�g7 .65.0 .13a0 +s5,o .73o.a �30.0 •66.0 -�ba "rs.o '1JD.o FRAME7VaESTogt N r b s2 ua• X 1r.Jst.Y arse so -130.o I.a a i3ao 'ss.o- -Jo o ,moo -r33.o . o f3o,o coNF GURAnor sf ' ( SASH HEIGHT -% 7Z01T-73,J97 -J30,0 •66A +85,0 •ta'7.0 •7300 «'F 73.393- .0 +65.0 -T3ec "P5.0 -128.9 Q '� atom t7.afe .65.0 -t3p.0 -f30.0 +C5.0 p ED• 17.397-73.397 *5'O I'130,0 +65.0 "5'0 •130,0 •7 tE .850 g27.7 � 23982 F35-K'S 73398-13.360 PESO '13a0 +E5.0 .30p `65.0 �30.0 'E50 t27.3 +05.0 -f04.3 �.._�L.ill_----J C+b:om 15.J8t.15.6<7 +65.�-13�.0 •65.0 -130.D re.0 .r20.4 +650 -73J.0 .R5.0 .77d.7 104,2 75' Y-Y.X 133 9j•7J.337 •ES'O f't 19.7 +E50 -Y3a.0 •65.0 'i2T3 +65,0 .1qq T *PS.O -86.2 Sity 98.t9.770 +P5.01_ � �^C.onsl p�-m% 179779.3.HN848fr-.-7294.369i71 +++E6E55$.000•--t70733aa00.00 `'Eb$5.00 .-t1312007.e 20 ++6665A.D •'f•07�J2'T-0 + . -91..7 +++6&53.0'00 -892•11E4 'ES O 90'S SASH •620 ttstD- TM CI %_y_y ?4360 '03.0 •t21.t +65.0 120" %-i$-'/+ 29.64t. f 'E5.0 •J20.0 +?7.4 •E5.0 +65.0 -TS.6 'PS.Q 1Qp• h�� 3ZStfi.32..7E +6SOI.700,0 "6J0 ,yq2 +65.0 •57.0 +OS.D 7p.2 +85.0• 3• /t j�i� -� ✓ MEEhNGRAII+ Ctfstom 33.Ep1 •65.0 .E0.4 '703.8 +85.0 _gZ7 +65.0 .70.4 661-70 FOR GLASS '39,6a1 650 _70Qp "35.a -iD3.0 ,B 0 F2,6 •85,0 .75.E 'OSO -77,3 � 23 »'PES 2 l<3 ..MIN.SASHSRE=WYNODW MOTH. 's`o I•9J.4 .65.0 •80.6 •650 4 '65.P •s JAMSJtpyoR '2 -825 .65.0 .TS. +65.0 .70.7 ._--'� SEE T 6 '65.0•ABLE Y9 FOR ANCHORAGE NUitfry t)usE mESE TAB ucEM LES FOR '1 .:........5 '�. 2)FRAMI ES IhENSI ALL wrrfoo F"•.l - PRo 1'i�;-T?ES N.OT SHOW ARE V"IrafAND STALLED"OUND Up To T}-IRO :. A'o.58T .<�P R�mee ey, 0�4 BuRdln�C 9w�h�S.ED P Yi IN THE AOJACCN Co U!3-!3•iND'CATE THgt r AVAI, I V-H ETSS 3-)j,RSASH SRN.FIN. A ✓ y 1�.- R �3/271�7 F NOA-No^Codo Y 7 D ho pi Og e t - 411- 84DI AND R HEIG ZE IS AS PF�7tt -CJ S!ji T': eY Date: Re 0°s 7+ossR cr. B PtratlIn Datc-apg-,_"41zO-z ptAl... 'C^TE'S THAT NOS pASHs SH tGt1RA?ONS pON SHONN TNTNE Tf�BLE, %�CS1•'•�CpRO F�.µ?•lG�.. O M'a^u-Dad.r -=-. CURATIONS FALL WIt}11N L RAP( �'s� '••.•.••-. \C���`' f0707ECHNOt © S+of uct C-nhu! '.OVAL ENGt� N,7EIVICEOGyDR1VE ESIG REURE`S S A.lYrrftllf lit7t7 t9st}43o.1'soo 5 rec: TA8lES NfucLER P HORIZONT F.E,:_BTOS E oaozynpOttx ff �pMSk p� �3.>•+C 4 RUS CERr OFAt.rp{. itta*1.. ''�-ROLL -NI OWSKi NR-S410 NTS sn.sr 8 OF 1B N OS/�St15 MD-HR5410-01 RB . I I TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O,C. Anchor Anchor 1-4 sash Spacing for"Integral_ Group Group E 30°Height 36'Heighl 48'Heigh131+C2+1 54°Height 30'Height 36"Height 48"Helghl 54"Height Width p p Fin"Installation 2.5" 4' { m Head Head E Head Head E Head E Head E Hcad E Head E t Reint Leval f ) &Sill 1 8 S)ii &Siti &Sill &Sill &Sl11 �° &Sill &Sill R1 PRODUCT REVISED Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES as t: lying with lha Florida ) 25.112" 12147 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ellmm�g Coda FOR OX WINDOWS(XO SIMILAR): NOA-No, 17-041 Los 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 2 1+C241 31 1+C2+1 3 1+C2+1 31 ANCHOR OUANnTY bcpiration oato 0912412020 s 3V 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 By tD 2+C3+2 3 HEAD AND SILL ANCHOR OUANTr(YL Mtamaa Dada P tmt E48- 23.397 1+C2+1 12 1+C2+1 3 i+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORSAT THE FIXED SECTION ) 60" 29.397 21C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2tC2+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL +(2)ANCHORS AT THE SASH ADDED NOTE 70 ANCHOR 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 Z Z+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF7ANCHORS AT THE HEAOAHD 7ANCHORS AT THE SILL z;CITY.TABLES. Anchor Group B Anchor Group D Lj 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 3 - SEEELEVAT10N.sNEET1 t0 .c SEE ELEVATION,$HEET 1 ? � Th '0 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2-1 3 1+C2t1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 ui — g SEE CLUSTER DETAILS,SHEET 6 I ,� 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ,+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (� C7 O t? 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I [C O i m - _- SEE ELEVgT10N, Q p lCcled O j 48" 23.397 14 C2+1 2J+432+2 +C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 +3 1+C2+1 3 X SHEEBI c vi ? w to 60" 29.397 2+C2+2 2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, '�SEE — '1' :L -� O7T 36.697 2+OZ+2 2 +C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2t2 3 2+C2+2 3 SHE7E_T_,1' MEETING Will O LL p SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL S Oj�7 n ! TABLE 14: t7 0 0 x q LU I FOR XOX WINDOWS: 2 a a sec Glass Types Anchor Quantifies for XO or OX Windows ANCHOR QUANTITY o> PER JAMB "+ ° < 1-4 Sash 30"Hclght 3G P.m., T30. 36"Height 48'Helght 54"Height Z m L) �- Lt_Width •c aHEAD AND 5tLtANCHOR QUANTITY: Om Head EHead EE Head E Head E Head E 1+C3t2+C3+1 4Reinf.LaMa &Sill &Sill . &$III 11 .&Sill -j &Si +1AC UISTER OF OR (3)A CHORS CENTERED AT THE MEETING RAIL H O R2 AnAnchorGroupC _+(2)ANCHORS AT T''HE FIXED SECTION z Cr +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEs'71NG RAIL "� ,J 1 25-10* 12.147 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASHw 'TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL, tiz7628" 13.397 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c z TIES 1 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o 0 0 Q i 42" 20.397 Not Allowed I+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 SEE ELEVATION,SHEETI r 2 r{ ! W- in SEE ELEVATION.SHEET 1 ti z 0 ui T 4&" 23.397 1+C2+7 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1— SEE ELEVATION,SHEET ,,,x Z 1 60" 29.397 2+C242 2 2+C2+2 31 2+C2+2 3 2+C2+2 3 I I___..-- cq_ rowp caua 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 - ---" -_ - �y� sEE ELEVATION. 1t T t t I r rtrrr Anchor Group B Anchor Group D �SEi— ////, X_ O X ELEVATION. _ET 25-1f2" 12.147 IIC2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3N2+C2+2 3 ELEVATION. ' I a� 410ENSF r SEE CLUSTER P' 28° 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 33 SHETE71 r!a. =ME671NG RAIL--� DETAILS, ='ii-r N4 58]OS •� ' 36" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 SHEETS = : gyp• x REP EAT ANCHOR PATTERN AT SILL 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 �� C,'.:f �• _ t m 0 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 t)FRAME DIMENSIONS ARE BUCK WIDTH a Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-1), "r� '•.�DRIDP,.••' a 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 33 6rou F SASH SIZE IS As PER THE FIGURES ON 'r SS •• G\ 75 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 33 Spacing for"Integral- p SHEETSr18. �'rr,Q1VAL 1rN1�`� f Fin'"Installation 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO r`III I IIIt1 SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE PNDTH OR HEIGHT A.LYNN MILLER P.E. I MINIMUM ANCHOR OUANTiTiES SHOWN. AL'ANCHORAGE MUST ALSO COMPLY WITH THE MAX.D.C.$FACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THETABLE P.E.1`53705 i TABLE 15: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. - Spacing for"Integral- 1-4 Sash 39-Height 36-Height 48-Height Height -30;-HeIght 1 36-H, Ighl Fin"Installation — Vfidth H Head 11 E Head 1�1 Head Head Head Bad Head E E Ei ,,ead 8, Head H Head Anchor Anchor Reint Level (11 IT) Sill Sill &Sill 11 a Sill In &sill -- &Sill &Sill &LIM 2, Gmup E Group F R3 Anchor Group A Anchor Group C 2.51 4- PRODUCT REVISED 0 the Florida 25-1/2- 12.147 T-HE+Tl --I+—C2+1 -3 I+C2+1 41 J-C241 4 I+CM2+ 4 I+C2+i 21 I+C2+1 3 I+C2+1 4 I+C2+1 -4-1—+C2+1 -4 as complying with NOTES, NOA-No. 17-0411.09 28- 13.397 I+C2+i 2 I+C2+1 3 1+C2+1' 4 I+C2+1 4 I+C3,1 4 1+C2+i 2 1-C2+1 3 I+C2+1 4 1+C12+1 4 1+C2+1 4 1)FRAME DIMENSIONS ARE SUCK 36" 17.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 1+C3+1 4 i+C3+1 4 I+C2+1 2 I+C2+1 2 I+C241 4 1+L-2+1 4 14-C2+1 WIDTH AND DUCK HEIGHT(SEE E-pi,-U.n Date 09-12412020 SHEETS 3-4).SASH SIZE IS AS PER THE 42' 20-3977 1+C-I+l 2 1+C2+1 3 I+C2+1 4 1-03+1 4 1+C3+1 4 I+C2-1 2 I+C2-1 3 I+C2-1 4 1+C2+1 4 1+02+1 4 FIGURES ON SHEETS 6-S. by - mi.-I-0 .P-d..t Coot-1 48" 23,397 I+G241 2 I+C2+1 3 I+C2+1 4 1+C2+1 4 I+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 4 2)FOR SIZES NOT SHOWN,ROUND UP SO* 29.397 2+C2-2 2 2+C2+2 3 2tC3+2 4 2+C3+2 4 24C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4- 2+C2+2 TOTHENExrAVAII.ABLE" THO WADDED NOTE TO ANCHOR - HEIGHT DIMENSION SHOWN D0N THE 36.897 2+C2+2 2 2+C2+2 31 2+C3+2 4 2+C3+2 41 2+M+2 14 2+C2+2 12 2+r2+2 131 2+C2+2 141 2+C2,2 141 2+C2+2 4 1 TABLE OTY.TABLES, Anchor Group 8 Anchor Group D 3)SEE SHEET 0 FOR A GUIDE TO USING +1 4 1+CZ+ 2 25-1/2' 12.147 1+C2-1 21 I+C2+1 3 I+C2+1 14 1+C2+1 41 I+C2E 1+C2+1 3 1+C211 4 I+C2+1 4 1+C2+1 4 THESE TABLES. U) 28^ 13.397 1+C'->+1 121 1+C2+1 3 I+C2+1 14 I+C2+1 41 1+C2+1 4 1+C22+1 21 IfC2+1 3 1+C2+1 4 1+C2+1 4 J+C2+1 4 4rl/4-112.1/4-AND Iu) — INDICATE THAT THOSE STANDARD Gis. 17.397 1+C2+1 121 1+C24-1 3 1+C2+1 4 I+C2+1 41 I+C2+1 4 1+C2+1 21 I+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 SASH CONFIGURATIONS FALL WVTHfN UJ LAI I , u) 0 C> -4 THE SASH WIDTH RANGE IN THE > no 42" 20.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 14 1+C2+1 4 I+C2+1 2 1+02+1 3 I+C2+1 4 I+C2+1 4 1-C2+1 . <:D DO - — ADJACENT COLUMN.'CUSTOM' > 48- 23.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 1;7C2+1 141 I+C2+1 4 T*iM+1 2 1+ 1 3 l+C2+1 4 I+C2+1 4 I+C2+1 4 INDICATES THAT NO STANOkRD SASH w zw Q ',I- - - - - +— CONFIGURATIONS FALL WITHIN THE LID 60' 29.397 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C2+2 141 2+C2+2 4 2+E � �4�2 7 +2 21 2+C2+2 I 2+C2+2 4 2+C2�2 4 (9 W: D� RANGE 01 IP co 0 4,2+C2+2 4 41 2+C2+2 31 2+C2+2 -- :�- - 1 1 1 , 1 =� T 78r) 75" 36.897 2+C24-2 121 2+C2+2 3 2+C2+2 4 2+C2+2 141 2+C2-2 4 2+C2+2 FF2+C2+2 -m 0 t: SEE TABLE 10 FOR DESIGN PRESSURE z LL to g W 2S o - a 'TABLE 16: 0 1 r I wo. ,=-` Lij -TFN- Glass Types Anchor Quantities for XO or OX Windows Cn Max.Anchor O.C. Z V 0 DLO 2-4 Spacing for > �i GO Sas h 30-Hel ral-Fin" LL ght 36'Height 48-Height 54-Height 63-He 30"Height 1 36-HeIght Height 63-Height 72-Height "Integ cl Width Head Head Head Head Head Head Head Head Head Head Head E LU 0 &Sill Sill Reinf.Level & & &Sill 8, r Anchor--v F Sill Vn I -& si Sill &Sill &sill &Sill sill Sill , r) �? R4 , Z 7;.-Ws Anchor Group A Anchor Group C 3.1" I+C2+1 2 I+C2+1 1+C3+1 -4Fi+—C-T-Fil I+ +1 51 25-1/2" 12.147 3 1 +�4 i-: C3 'n 2w, 13.397 I+C2+1 2 1+C2+,l 31 I+C3+1 14 I+C3+1 41 I+C3 1 5 1+C4+1 5 36" 17.397 1+C2+1 2 1+C2+1 31 I+C3+1 1 4 1+C4+1 4 1+04+1 I*C4+1 5 0 C;1 0 0 + N to 42" 20.397 NotAllowed cc: I+C2 1 2 I+C2+1 4 +1 4 1+C4+1 4 + + 4W 23.397 1+C2+1 2 I+C3+1 3 I+C4+1 4 1+C4+1 4 1+C4+1 5 .i+C4+1 5 10 z 0 < 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4-f2 15 2+C4+2 5 75- 35.897 2+C2+2 12 2 131 2+C4+2 41 2+C4+2 4 2+C4+2 15 2+C4+2 S g�tr 72-Height sla Anchor Group B Anchor Group D 5 25-112" 12147 1+-G-2+1 -2F1+C2+1 -:i 1+C241 4 1+C3+1 4 I+C3+1 5 I+C4+1 5 I+C2+1 2 I+C2+1 3 I+C2+1 4 1+C3+1 A I+C3+1 5 1+G4+1 5 :5 26' 13.397 I+C2+1 2 14C12+1 3 1+C3+1 4 14C3+1 4 14C3+1 5 14C4+1 5 I+C2+1 2 1+C,-?+1 3 I+C3+1 4 1+C3+1 4 I+C3+1 5 1+C4 t I 36" 17.397 I-C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+04+1 5 1��+l 5 1+C2+1 2 14 C2+1 3 I+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 _U 42" 20.397 14C2+1 2 I+r-2+1 3 I+C3+1 4 1+r,4+1 4 I+C4+1 5 1+C4+1 5 1-C2+1 2 1+C2+1 3 1+C3+1 4 1.C4+1 4 1+C4+1 5 I+C4+1 5 IT31 I T7-7 no �r,- $TAT;:bF 4�/ 0 23.397 I+C2+1 2 1+C3+1 3 1+G4+1 4 I+C4+1 4 +C4+1 5]I+C4+1 5 I+C2+1 2 IfC3+1 3 I+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4— 51 2+C2+2 2 2+C 's, ......60. +2 T C4+2 2+2 3 2+C4+2 14 2+C4+2 4 2+C4+2 5 2+C442 5 I - -t�+C4+2 41-2+G4+2 1 -- — -T —2 2+C2+2 2 2+FA�75- 36.897 2+C2+2 2+C3+2 131 2+C4+2 71 2 7-7+ ST 2+C3+2 3 -2 41 +E�+2 +C4+2 5 2+C4+2 5 51 +2 1 SEE TABLE I I FOR DESIGN PR--SSURS A.LYNN MILLER PE. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY MTH THE MAX D.C.SPACING SHOWN ON THE ELEVATIONS. PIEA 58705 Anchor Quantities for XOXWindows seHdoht 63`Height TABLE 17: 36'Height 48'tielghi 24`He19N 30•FL=19ht m Sd'Height q`tie5"t Sili Hsatl 8 516 aPROPU in R th tSEP Glass Typa 3G Haight 46`Height E Head 8 Silt � Heed 8 Sill E Head 8 SIII -' s comPtyin with the Florida } Sash 2e tie19M Xr Heghl y ` Head 8 Sin ' SuIt 1.9 Codo Sash Fd Head 8 SIII 1`� Head 8 SIIt NOMNo. 77A411 09 Wrath S o Head 5 SOI o Hcad 8 Slii IIII Anchor Group C Conf2urdon Rargo(in) Head 8 Sill Head 8-ill . ppehor Group A +#q+1 4 Expiration Datc O9f2`4{2020 i2oini Letel a+i 2 1+C2+#C2+t 2 1+G2r#C2+i 3 1+t:2+#C2+1 4 1+G2+0*C2*5 4 t+C2+#q+1 By t 2 t*C2+0+C2t1 3 1+C2+#C2+� + q 1+grG+C3+1 4 1+C2+OtC2*1 2 1+C2+#C2+1 2'SrC2+0+C2+t�3 i+q*#�+t 4 t+q+0+C3+t 4 i+q+0+q+1 4 Product control +7 2 1+C2+D-'q* +1 2 1+C2+#C2+1 3 i+C3 Mfaml 3S1f4' n-'fi=�+. it.391-11.391 1+q+#C2 }q t+q+#q+t 4 taC2+OrC2+1 2 t+C2+0+C2 ,+ 72.30.5-123178 }«C2tO•C2+1 21+C2+#C2+S 2 1+C7.tD+C2+1 3 1+C2+#G2>71� i+C3+-0+q+S( + +O+q+1 A 30' i-l�-)ra +C2tD+C2+1 2 1+<;240tG2+t 3 1+q+#C3+1 +1 4 1+q+0+q*i 4 1+C2+0+C2+t 2 S+C?t0+C2+t 21+C2+O+G2*1 3 t+q U q+tlA �_�-y 1i.391-i3.397 1+C2+0*C2+1 2 1 +7 4 1+q.D+G3 ADDED NOTE TO ANCHOR }+q+#C-''+t 2 S+C2,#C2+t 2 faC2+OrC2+1 3 t+C3.0-C3 0�3+1 A t+q+#C3+i 4 1+C2+#C2+7 2 NC2+#C2rt 2 1+C2+O+C2+1 3 ttq++ OTY.TABLES. d5-SJ6' �-, .f }3.398-1-0.693 +C2tD+C2�t 3 1+C3*O+q+i q t+q+ t+CZ+U+C2a}2 1IC2+O+gtt 3 1+q+0+C3+7 d t+q+#C3+t A t+q+#q+t 4 0' if.39t-i2.297 1*C2+D,C2+t 2 1+C2«0aC2+i 1*C2+i+t +t 4 x Y-Y'� + +#C2+1 2 i+q+0+G2t1 3 irC3+(yC9+i-0 itq+#C3*i(4 1+q+0+tea+}d 7+C2t 1+C2+t 2 7+C2+irC2 1 2 1 +O+C3+1 3 1+q+0+q+7 q i+q+O+C3*t q 1 q 47-314' h-�-� 12.296-t5.558 1+C2+D*C2+i 2 t C? 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WtT1fiWNN ON THE TABLE FIGURATION FALL THIN THE�,ERANGE nntvt A.IYNN M RE.5.LS4 P.E 3.50W J It 4445' ABLF 20' Bill of Ana 1131 Material Descriptio PVC Frema Head,Sill an--le.- pvc Z445- �mt6 PVC .__. ,,,a Flood,Sill zr1d IaMb5 Er ;,Ii Jambs-Fin PVC 620123 me Head. Vo and EQUAL LEG FRAME 620124 Head.VO aall,"Equal Log HEAD.SILL& - AMWIII hsed I Trim CorerpVC FIN FRAME 04, 0 HEAD.SILL& JAMBS 13 i72 "ad V,.efifing Ral SAI I FLANGE FRAME 1,37 0 C2 HEAD, ,SILL S JAMES Sa V.Insert ------- a JAMBS SILL Y IAMBS 5Sash Rao is A 1,275, FRAME HEAD t 620129 is pull Rail Inten0cl` PVC ,19 620156 62DI44 Pull R-11 lnIedoc%Cc`a' 6063 TS I 20 6063 T6 AI 37 2,1110" 21 62U160 Light Sash R&I'lorcement 1.4 b20151 Standard Sash Re 22 br:I I I 1 6005 To Al nfOfcem-nt E083 TS At j:Wr Sash Tub 1.375' 620in a', 6005 T5 Alrf--L _j 23 62015 Standard,,Aag,g Rail Reinff.earmal. 1 .070" L .06 HO Meeting Fu Re'infore -.NL rLOCK 25 mforS COVER 24 820154 1,Re-I, ement Mold 6D05 T5 Al .77Z" ow LIFT RAit H 1) Hall Re o6T INTERLOCK INTE 2b 620156 _Horn..Roller Meeting' L LIFT r 101, 61644 'Ibet-triP.•i8rx,270-Fin File 105 IRACK 16 SASH 28 220"Pat Pile 41OSS (�4)FIXED INSERT 6719 w..therstop,Aa-,x- n13 AND-LEFT INSERT MEETING RAIL 29 DS(btcxiock Mounting Screw)r. Ajo SS &TRIM COVER #8 Pi,PH re 1 100, L 30 #Sx Pb. ljSMS(Flx-dM68*jI1 qa'Sc 6063 T5 At 31 71)1312PPA scfemkv Su �plate .3W 'aa, PVC 7.77f M R. PVC .30W .715" 32 Weep Hote co", d v4 _f 33 72(Y210 1 plug C Steel 71669SP Installation screw Ho e .0 720197 Auto Lock t7jnc 34 72T167 9! STANDARD It Zinc DCTRUDED REINFORCEMENT REINFORCEMENT 38 Cast 37 Sweep Lack 0,5- LIGHT SA`H @ WK 72 9 Auto ,k Cowr Assembly Sweep Lock Screw') ss ROLLED r SCREEN FRAME 39 X l.i[OT"ft FH SOS i uto and Cost Tine I BEAD (a. SCREEN FRAME 40 720200 Alt'and Sweep-k K"2pe' ss BIG --.-j 1.182- 1.152- 4- 41 ��314"PR. H SOS(K.ep01-I-) ss .070'___4�__ 970' rt 42 76>34PPA 'fEK T AS 761 Nylon 1.036- 1.041-; .041" r_-_.j� 070- :791- - ' M 211TY, #6.11Z,FpHfEK Nylon, r -7 Leadslile TOP Comer r'�_ .130' 1- 44 L.�aslilla Bottom Comer Key Nylon A�� ___j 1.34T PRODUCT RF-VISrl) AS NY111 BIT 15, _j J331' __J, 1-140- r-- HD HR MEETING -.-P111.9 Florida TOP COMI r __ . HDMEETING 0�. RAIL Building -d-j7.0411.09 As Lackslij.Bottom COMO'Key Nyl STANDARD -W C2!)RAIL R NFORCEM5 47 _F1 HD SASH QD� M REIN Expi,.I 04 \,%,hed PVC EETING FAIL REINFORCEMENT 0912412020 on 0 73 0135 Ooj 791 By Z 48 I.G.Bead 5 duro. Sill& 0 QD REINFORCE""'IT REINFORCEMENT MI.- B.,kbeddiAg.OF--17 03127/17pro uc on rot 74 v x vV1 86 41• Alum LYNgr set ng 4f or 0.1. 75 716WS Alum ...��e d so 61011 Rcil-forme s""m Q, A, fir. Extruded screen Frame - 4� 81 6101 - Alum -,'T-* j OSO\NSKI -n Spread' PVC No.58705 62 Screen CoMa,ry,,Ath Pull Ring E.trudod Sc PVC 9WINDOW EXTRUSIONS&BOM 47o42W 05115115 ss B3 -NI MET Key No pull RIng KGL Screen loll JZONTAL ROLLER 1W. A7041WICKGL 3TECHN0LDGYFRrVE 84 1 Fiberglass N.NrENICE.FL 342Tr HO 9 No. 85 7CAS PM Tension spring D"'A 10-01 I�t_ -HR54 iij Screen Cloth vinyl OF MD R I SEjnG(,jacifloolHand R0110,01 87 61635161614 140'SCfft NRAS'. F2 ARE NOT Use[)ANo ARE NC`_1PAR T OF THtS APPRO 17 IS 27 35 30&49-1 PROFILES. TO TC)BE LABELED I R CODE. lilt EMS-5,1- ' ' ' �NDDO- TL P,,BIV ENERGI WINDOV� a"•• \�� 16 SASH TABLE 2i_,._..._- t I s4a ASSEMBLY Egress Lk Bill of Material �-� L__1 9 Lock t MITERED FRAME wii H `l .} INTERIOR AND EXTERIOR---• DETAILS # Part# Description Material FRAME WELDS �`.` 1001 7MC7024 Mufti-Pant Lock Oper.3ar Cast Zac �,1-, _,�2 • 105, 1011 73340 Operator nimnlin9 Plate Steel ot"` / t• �+•- 102 72015 MultipaiM Lack Keeper Atundnum 103 720214 Multipdnt Lock Guide Nylon t EXTERIaR `bs ATTACHED RAIL 104 220217-221 Tie Bar(Length Varies) SzauNess Steet 1 105 71024X12HFX 1#10 x 772"HH IAS Stainless Steel t .-( 3 X4 j^ I 106 7M PAX 98 x 1"Ph.FH SMS Stainless Steel i y/ u 107 7BX75FPTX 1#8 x 314"Ph.FH SOS Stainless Steel ATTACHEDTO— Q 103 yy - 30J FRAME JAMS i e 1 EGRESS LOCK a7 DETAILS i •� ���4D iNDr-ascALE ! 86) I 13 OR 84 qy I N. / t ' � 11f s104 i II 1S 4{ a 'i:.i, I OPT.AUT0 LOCKt as 1 t a 45 ,,b PRODUCT REVISED 77 /' ATTACHED s com IYIn,with the Florida i y \ 3 T•el RMEJAMB auiidi.9 Code �\ ` I I ' FRAME JAMB tOG NOA-N.. 17.0411.09 expiration Date�9//2244J-2�0�200 j I ! �� 'i J 107 Miami-0�,afie Product eantrot { 82 OPT. 73 i - 7`1 f 7 ' OPT.SWEEP LOCK i 42 li \_ATTACHED TO OUT 1 ( FRAME JANIS ) I.R1ib 0 OR a1 't' 1070 TECHNOLOGY DRIVE f �'•7� �' 1 \ \ MITERED FRAME WITH N.VENICE,FL 34275 INTERIOR AND EXTERIOR I 100 (941)-480-1600 FRANIE WELDS CERr. OF AUTH.#29296 SCREEN \ `��1Ny...NfV�` 1 Rr2sed BF Dote RNO AN ES THIS SHEcT. ASSEMBLY ;:'` \ `� �; iCENS Cam; R JR 03/27/17 DETAILS r 1:i \� Cp ovtsed El, Dom: Ra n ar. -�.,, "I,"' I I; '*1 No.58705 = { Drvrn ay ) • ____QR FRAME � 51 � EXPLODED WINDOW VIEW J ROSOWSKI i f O �TI47E F' ASSEMBLY �ttS'••�toRror,..G�?�•`` rue: ante NOTES: DETAILS 'rS�ONAL��. HORIZONTAL ROLLER-NI 05115/15 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 7f J7 i t i y t i tt tt Seri fidadek 5mte: Sn.+t t}oKtrg No. Rer. t 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A.LrnN MIU,Cn,RE HR-5410 NTS 15 OF 15 MD-HR5410-01 B 3)FOR REINFORCEMENT TYPES,SEC DETAILS ON SHEETS 4b. P•C.$58705 - 1