Loading...
HomeMy WebLinkAbout20-626 D F fill I Cityof Ze h rhills "., p Y PtERMIT=.NUMBER`. ' r 5335 Eighth Street Zephyrhills, FL 33542 BAR-000626-2020 Phone: (813)780-0020 6 Fax: (813)780-0021 Issue Date: 09/09/2020 Permit Type: Add/Alter (Residential) Property Number Street Address . 12 26 21 0280 00000 0270 39352 Lincoln Avenue Owner Information Permit Information Contractor'lnformation Name: IDALIA SANTOS Permit Type:Add/Alter(Residential) Contractor: BAHR'S ALUMINUM INC Class of Work:Add/Alter Residential Address: 39352 Lincoln Ave Building Valuation:$5,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)782-3513 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$5,500.00 r' Total Fees:$101.25 Amount Paid:$101.25 Date Paid:9/9/2020 9:52:21AM 700 Project Description CONVERT SCRN RM TO GLASS ROOM Application Fees s: Building Plan Review Fee $33.75 Building Permit Fee $67.50 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. CONTRACTOR SIGNATURE PE 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 Date Received p 7/09/2020 Phone Contact for Permitting f 813 782 - 3513 Owners Name Idalla Santos Owner Phone Number 813-782-3513 Owners Address 39352 Lincoln Ave Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39352 Lincoln Ave, Zephyrhills, FL. 33542 LOT# SUBDIVISION Lincoln Heights PARCEL ID#F12-26-21-0280-00000-0270 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT © SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM ® OTHER I Aluminum TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK Convert Existing Screen Room to Glass Room BUILDING SIZE 1 2X27 SO FOOTAGE 324 HEIGHT TP'tT-1T I . . . . . . . . . . . =BUILDING $5,500.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q ((W._R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO ... ... . .... . . . .... .-. . .-.-.-.-. . . .-.--. .--. . ..-. ..-. . ..-. . . . ..-. ..-. . .--. .-.--.-....-:-:..7.- BUILDER COMPANY Bahrs Aluminum SIGNATURE REGISTERED I[Yr N FEE CURREN Y N Address 8607 all Blvd,Zephyrhills, FL.33541 License# CRC057444 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111 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 w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsnarge 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.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. (A/C 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) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 Inspection 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 Water/Sewer 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—Homeowners 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'S/OWNER'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,Water/Wastewater 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, alter,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 O T N FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 0 0 ENCEMENT. FLORIDA JURAT(F.S.117,03) A— — OWNER OR AGENT CONTRACTOR /•�— Subscribed and sworn to(or affirmed)before me this Subscribed and sworn r affirmed)b f re a this 1'I I III/ by 7-9-3D91>by tc Who is/are personally known to me or hasihave produced Who is/are personal known to or has/h�n� � //z as identification. be t.�.••• F� 07,?0�9Fs•, NotaryPublic Pu lid= ®tary• _ Commission No. Comm' •m m •;vi cos°`�••�p� Name of Notary typed,printed or stamped N of Notary teed,printed or stampeF, y B•Ist• •� �� /,////�p��/I 11111111 O\%O,��� �a hrS A I w�i✓�ccWt S SAfI-{-oS �sir�ex�C� 3135Z LiAcaln Ave ZepQn,yWlls� FL. 33,',g2 �Qrcel�� ID : .IZ- Z�-Z1-02Sa- baaoo-c�z�o � �roperf� L�nc (off' I Pro P. G la Ss 12a,�► l fb3c i S�i�nq �}cl S�in� i F �klS�n� `Jri Je�n 45L nco n \/C* i Permit No. Parcel ID No j " NOTICE OF COMMENCEMENT t State of IOr1AA County of hsco THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information is provided In this Notice of Commencement 1. Description of Proparty: Parcel Identification No. 12-Zm-21^022.0-60006-4270 Street Address: 3q3572 Uocn aln 'Aye-, �o�,+c•L,i{( F't. 3�TyZ 2. General Description of Improvement .:;nye4j CXhs no 5Grem f In A 4S5 Qcac 1. 3. Owner Information or Lessee Information If the Lessee contracted for the improvement .s-8alia SarktoS Name t S �t� ZG1F.x�.'1 _ L . Address 3�2 Lrf1 C j n I`i city ~� State Interest In Property: b wnex- IlE"D L Name of Fee Simple Titleholder. e'-i m S Qr (If different from Owner listed above) C`dl.� m O 0 �9 a s) Address M C' city State 0. e � 4. Contractor. ' t.ac-iru �tnk)a �'[Jf'1 1 '' • �, � o N tL Name8taD7 Zt Nc VnI�S " LU O Address oo Ctty State tr 0 Contractor's Telephone No.: m to a Vt N c21 01 s. Surety. Name 3 L. O tU Address city State t/l cr3p to Amount of Bond: $ Telephone No.: i as©Ste+ y 6. Lender. M C Name to E7 7 _ "" 0 Address City state Ol C-'a0 Cr Lender's Telephone No.: ;, U 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by tn d• ' v1 Section 713.13 1 a ,Florida Statutes:Name Address City State Telephone Number of Designated Person: 6. In addition to himsetr,the owner designates of to receive a copy of the Lienors Notloe as provided in Section 713.13(txb),Florida Statutes. Telephone Number of Person or Emtity,Designated by Owner. g. 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 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 LEP1@ 1QR"#),7ORNEY BEFORE.COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pen �f t�fep�have read the foregoing notice of commencement d that the facts stated therein are true to the best of my k*t .end f>pijrtf.• /,- I��S' COUNTY OF PBSCO �Q�07,24a,P e. 1 Siam re of ar ar Lasses,or Owners or Lessee's Authorized Ifs-• : 7� ' Officer/Dl r arinerlManager *GG331fi4 = i }4r tetiRS;�•2���` + Signatory's Title/Off ce �i 9 °ughIstsn'.• �O; At �^ The foregoing Ins tri j`P�t��dckfi8wl re ma this 2'day of 20 ZQby .L_Aak i a ////i.��� � il yC (type of au g..officer,trustee,attorney to fact)for (name of o half, whom Instrument was executed), Personally Known❑OR Produced tderdificationg Notary Signature Type of identification Produced YG. Name(Print) C wpdaWbcatnotleacommencemant_pcO53046 'aj:';� i y - 1- - }', `1.;0E,jf%',,;,, I1 r r u .,,+zFii.C��.d BCIS Home 'Log In User Registrational Hot Topics I Submit Surcharge Stats&Facts ; Publications ! Contact Us BCIS Site Me Florida "J- i Product Approval Pj' USER:Public User ProductApproval Menu>Product or Application Search>Bp IL___ List>Application Detail FL# FL331-R14 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviews the POC and/or the Commission if necessary. Comments Archived q n Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology DI VIEW DA1 North Venice, FL 3 ?"TY OF ZEF?�� ���"` (941)486-0100 ���R druark@pgtindustri Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 - (941)486-0100 Ext21140 josowski@pgtindustries.com Quality Assurance Representative � �� � (3(L � Address/Phone/Email ,N�,"rulo11Co� y oolis IRIC Category Extei � NA TI C �®v ���� `�� Subcategory Swine r Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE 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 t E Equivalence of Product Standards Certified By I i Product Approval Method Method 1 Option A k I i Date Submitted 07/11/2018 j Date Validated 07/24/2018 Date Pending FBC Approval r E Date Approved 07/25/2018 i Summary of Products i FL# Modelr Number or Name Description 331.1 CD-290 Aluminum Hinged Door ; Limits of Use Certification Agency Certificate Approved for use in HVHZ:,No FL331 R14-C CAC Certification - CD290.pd' Approved for use outside HVHZ:Yes Quality_Assurance Contract Expiration W Impact Resistant. No 09/21/2021 Design'Pressured N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R14 II FD-290.p'df pressure,size and anchorage information. Verified,By: A. Lynn Miller, P.E. 58705 i Created by Independent Third Party: No Evaluation Reports FL331 R14 AE 'FD-290 Evaluation B.12d Created by Independent Third Party: No f k 331.2 FD-5455 (was 455) Vinyl French Door&Sidelite/Transom 6 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R14 C CAC Certification FD 5455.pd 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 II FD-455.gd 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 FL331 R14 AE FD-4555 Evaluation B.pdf Created by Independent Third Party: No 331.3 FD-5555 (was 555) Vinyl French Door&Sidellte/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R14 C CAC Certification FD 5555.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration De e 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 Mille, P.E. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R14 AE FD-55551Evaluation B.pdf Created by Independent Third Party: No Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.L=yLight 2007-2013 State of Florida.:: iv cy Statement::Accessibility Statement::&e - 1 INSTALLATION WITH Z-BAR FRAME EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) DISTANCE+ Parl0 Description EDGE ' -_� SU�STRATE 7 LAT Lack SNXe Plata - DISTANCE CDSPD StrlkeoNSking Plato j -�- —— !/ � I 7CDSPDB OeadOok Strike Plato / SU TRA E EMBEDMENT /! j/ J 7051M sBd2x.375Ph.FI.S.S. SUBSTRATE SHIMOPTIONAL OPTIONAL /` !�� '/ / !/ ,//•I aBLOK Look support Any. / OUT-SWING SINGLE HUNG EMBEDMENT i 7s�Fw 06x,750 Ph.R.SMs ( / INSERT !/ \C ` 1% SHOWN \� WOOD 7COSP Lock Sldke Piffle(Adhe Slab) $I-(QWN 6FLATM Sinker Backing Plate(Actm Slab) SHIM SHIM 7CDSPDB Deadbtll stoke Plate(ACINe Skb) OPTIONAL r OPTIONAL 76516X5 re32..175Ph.FL6.S.(Acti�e OUT-SWING I IN-SWING 6cdW,W Ill.Foam Insert•3>/e- 7DEAD DeedbllM onob(Aclhe) SHOWN SHOWN 1KNOB0 K1rob Set(Iraclha) 7CDKLOKO DemIWVKneb-Pckahed Bass(Active) 708IXB D.WL.ckset 1 69333W Hinge ( ) 41704 Hinge Pin Cap O EXTERIOR EXTERIOR 4 7705 tinge Pin Busting EXTERIOR Z-BAR FRAME. 7Jo0roM renge Pl. I�l_ JAMB INSTALLATION 7VT45 Hngo lSret (DIRECTLY TO SUBSTRATE) 7834FPTW /3 x.750 Ph.fl.TEK SMS SUBSTRATE WOOD OPTIONAL OPTIONAL _ SHIM i FIXED LIGHT FIXED LIGHT ; //A' Q INSERT INSERT s� % `(� SHOWN SHOWN LBAR FRAME, 2-BAR FRAME. OPTIONAL - HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING IX WOODBUCK) INSERT t SHOWN Ella` I 5S 6o°000a°oa0000000o O — EXTERIOR Z-BAR FRAME OPTIONAL OPTIONAL OPTIONAL ° eo2 OPTIONAL FIXED LIGHT OPTIONAL JAMB INST—ALLATION FIXED LIGHT KICKPLATE qqqq �0000�'coo IN-SWING INSERT INSERT INSERT oo L°o° °yoa00000°o° °o°o SHOWN (USING 1X WOODBUCK) SHOWN SHOWN SHOWN INSTALLATION NOTES: - '•' EXTERIOR EXTERIOR EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. /, ��--:-_ 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. (� �- �O 3)MAX.SHIM THICKNESS TO BE 1/4'. '-'-`�" •,.;, OPTIONAL OPTIONAL OPTIONAL 2' �:r;j;;--..�•,; '<%: �.- SADDLE 1-7/16- BUMPER o,,,,�,. p,a; aarlr �is�i�'tavG;aFMUNs7� THRESHOLD BUMPER THRESHOLD IJ.ROSOWSKI 09/30/11 ALUMINUM 6063-T6Q °� ^'�p1�01�r SHOWN THRESHOLD 1 SHOWN SHOWN j-- tar.aq: °'• tar`°„- Mota�RETMT.I0tSRrpNOt'iaO rwaxs,7twrat:uanmr�em.®xr 1 w.rmarnntournd:Eaataamlttrrrat tatussorarcrxotsttex SUBSTRATA• SU8�4 Rf�TE ! SUBSTRATE / f ' ! j 1010 TECHNOLOGY DRIVE NOKOMIS,FL 34275 Mc / FL CERT,OF Avm.:29296 / y` i / s ,• ! CABANA DOOR INSTALLATION B0X/Z-BAR FRAMES s...ekne SILL INSTALLATIONS A.Lynn Miller,P.E. P.E.p58705 CD-2B0 NTS 3 of 3 1093011JR i GENERAL NOTES: ANCHOR LOCATIONS 8 SPACING ' 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO L 37-3/8"OVERALL MAX. I�^- 73-3/8"OVERALL MAX.- COMPLY WITH THE FLORIDA BUILDING CODE FORTHE DESIGN II —�I(-36'BUCK MAX.(Z-BAR) —IF--72"BUCK MAX.(L AR)--il PRESSURES LISTED. II I 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 PW 8VERALL I I SH OR PW SH OR PW 80-11/16" ' GREATER,ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 20"MAX- OVERALL INSERT INSERT i BY OTHERS. 71 27-112" MAX. 27-1l2' OVERALL MAX. � I MAX. MAX. ' 3}SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF SEE 80"BUCK I 1 O 80"BUCK _1--- ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). L NOTE MAX J MAX 1 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT / G (Z-BAR) (Z_gAR) i FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 2 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS tt APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS 12-5/8" v 12-5/8' SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX. MAX. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS T I I ' SPECIFIED IN THE FLORIDA BUILDING CODE. r _I1 q_7!g^I -y �-•.--3-1AX. 14_7/8"_L�j 6' _� I -I-3-15/16' 'l MAX.r MAX. MAX. I I MAX. I- MAX. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8"HI SINGLE(X) 6'-8-HI DOUBLE(XX) FLANGE OR FIN.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN Imo-- II 37-318"OVERALL MAX. I�--73-3/8"OVERALL MAX.I PINE,2.7 KSI CONCRETEAND CONCRETE MASONRY UNITS i I --►I-36"BUCK MAX.(Z-BAR) ( I 72"BUCK MAX(Z-BAR) COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. _�I 11 �_, I I 13-1116 - 8)THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A: MAX. _ MAX ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE I SH OR PW OVERALL ! SH OR PW SH OR PW 96-11/16' REQUIRED INSERT 23-3/4"MAX. MAX. INSERT INSERT OVERALL j 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3'OF THE TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF 1I MAX. THE HANDLE T 12;j/4" 96"BUCK AND/OR t T MAX DEADBOLT. 23-5/8" MAX. 23-5/8" TABLE 1: MAX. O SEE MAX. (Z-BAR) Anchor T Substrate Min.Edge Min. NOTE ' y� Dist. Embedment - A 96"BUCK MAX Wood(Southern Pine) 9116' 1-3/8" (Z-BAR) S12 Steel SMS Steel Stud Gr33 36, .045(1a GA) 21"MAX ' Aluminum-606375 3/8' 1/8" Steel,A38, 316, 1/8' 12-5/8" I / 12-5/8" IX'Masonry Concrete 1" 1-3/8' MAX. .�L. MAX. Anchor Hollow CMU 2-112r* 1-1/4' _�1q_na.l_ I-._3-15/16' 14-7/8 ,JI ) 6' I &15/16" NOTE:FOR ALL FACEO MATRATES,SCREWEMBEDMENTSHALLBEMW.3THREADS —'l MAX.I` MAX. MAX. I -'I MAX. �- MAX. BEYOND INSIDE FACE OF MATERWL 8'-0-HI SINGLE I I I.i 8'-0-HI DOUBLE(XX) TABLE 2: Ao-Testetl Configurations „l :...........�' :• �""1Bj' °"` ""�'w r>Er+oaamtrEmvioeaMoxrnam �`�:�:••,.c;u`c^ J.ROSOWSKI 09/30/11 ALUMINUM 6D63-T6 ,r,o � Max.Nam. Configuration Svnmg Framer a Sill DP Certification Glass _ rA'm19% Rnbbc AroARmvaT,vn:AVPLYnUVLKrHS Size(in) 9 Direction Type y� (PSF) Number a;`-.' .urrvR"ATnioW rr4:mwssmAmrsr 36xB0_. Single.00 Oul•swing__Z Bar/Box_ Hlgh(bumper)_- */-50 190.789,791 "�� r[wcs°raAvrAamiau 36x96 Single(X) Out-swing Z bar/Box Medium(bumper) +1-35 _190.792 Min.11W _ �� ;11 PUT - 72x96 Double()Y;1 OW-swing Z-bar/Box Medium(bumper) +/-35 Temp., _ 1( `� .1070 TECHNOLOGY DRIVE 36x9S Single()) Ou1/In-suing Zbar/Box Low(saddle) +/-35" Mono.or I.G. ;;'-, 1^ 1; .'- NOKOMIS,FL 34275 T4 72x95 Double(pQ Out/In-swing Z-badBox Low(saddle) +l-35' 793,794 ',��-;n;' :'lt!;':=-`'.:;- FLCERT.OFAU7H.;29296 CABANA DOOR INSTALLATION i } -• A.Lynn Miller,P.E. saw` s+..c on.rew Rn: 'Umlted Water(Water Infiltration Tested at O pSQ. ��'' •�!'.�,'1�;'• `� CD NTS 1 of 3 1093011JR n l :1:.• P.E.#58705 i t INSTALLATION kljhg.QX FRAME EDGE OPTIONAL DISTANCE OPTIONAL SINGLE HUNG SUB�TFjATESUBSTRATE OUT-SWING EDGE J- 1/ '-7 SHOWN INSERT SHOWN DISTANCE F­ PSUBST13ATE EMBEDMENT EMBEDMENT,. %/ Ix \j IL 4G WOOD SHIM SHIM INSTALLATION ES: OPTIONAL 1)SEE SHEET I FOR SPACING OPTIONAL REQUIREMENTS, OUT-SWING IN-SWING BOX FRAME, I SHOWN SHOWN 2)SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE REQUIREMENTS. (DIRECTLY TO SUBSTRATE) t 3)MAX.SHIM THICKNESS TO BE 114% 4)FOR HARDWARE DETAILS,SEE SUBSTRATE SHIM G} EXTERIOR EXTERIOR SHEET3. IlJ OPTIONAL PTIONAL FIXED LIGHT FIXED LIGHT INSERT INSERT --ILW- BOX FRAMEL OPTIONAL I SHOWN SHOWN ix OPTIONAL JAMB INSTALLATION FIXED LIGHT EXTERIOR WOOD IN-SWING (USING IX WOODBUCK) INSERT BOX FRAME BOXF E. OPTIONAL SHOWN SHOWN HEAD INSTALLATION HEAD IN§T-A1!ON SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING IX WOODBUCK) INSERT SHOWN OPTIONAL OPTIONAL FIXED LIGHT KICKPLATE INSERT INSERT OPTIONAL SHOWN SHOWN ADJUSTABLE 7 77 BUG SWEEP (SADDLE THRESHOLD ONLY) <1'L-j EXTERIOR EXTERIO B 0 OPTIONAL OPTIONAL 2' OPT IONAL 17119' BUMPER THRESHOLD J. ALUMINUM 606 1� 3-T6 0 OWSKI 09 THRESHOLD B T 130fli D ""PER SHOWN THRESHOLD SHOWN ;U. It SU STFA SU 79AT 1070 TECHNOLOGY DRIVE '7 / NOKOMIS,FL M75 FLCERT.OFAUTH.:29296 CABANA DOOR INSTALLATION qq;qZ-BAR FRAME, r A.Lynn Miller,P.E. P.E,#58705 11�S SILL INSTALLAT - -T INSTALLATION WITH Z-BAR FRAME EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) DISTANCE PaA N Description EDGE_ SU�STRA7E 7CD5P lack Strike Rate `� 6FLATM Striker Backing Plate DISTANCE _ I T // 7COSPDB Deedbott stdke Plala � U TRA-� EMBEDMENT "' j�'/ 76516715 N-32x.375 Ph.Ft.S.S. SUBSTRATE SHIM OPTIONAL 4uBLOK Lack sapp°n ascy. j/!/ OPTIONAL SINGLE HUNG EMBEDMENT —1— ��- 7634FW k'6x.750 Ph.FL SMS i OUT-SWING INSERT ' \\\\ \ \\ 1X 7CDSP Lack 510ke PI..(Acthe Ebb) I % SHOWN SHOWN WOOD 6FtATM Striker Backing Plate(Acthe Slob) / SHIM `� SHIM 7CDSPDB DeaBxtltSlrike Plate(AclheSlab) OPTIONAL OPT 7e516)6 f&32 a.375 Ph.Ft.S.S.(AclIw Slab) IONAL 6CORoeyy wmaam been-33/a P - OUT-SWING INSWING SHOWN SHOWN I I 7DEAD DeadboW-1,(AcOre) ;' I 7KNOBO Knob Set(b,actle) 7IWKLOKB Deed boll/Kn°h-Polished Bress(Acthe) 't / 7OBLKB Double Lacksct I (LI 69333W Hinge ' a \r 417M Hkge Pla Cap a17gs Hinge Pin BwNng EXTERIOR O Z-BAR FRAME, EXTERIOR EXTERIOR 7)=M Hree Pin `n' JAMB INSTALLATION i ", Hinge 17hat (DIRECTLY TO SUBSTRATE) 7BNFPTW IE x.750 Ph.Ft.TEK SMS L—sz-� SUBSTRATE ix WOOD OPTIONAL - OPTIONAL / SHIM FIXED LIGHT � FIXED LIGHT INSERT INSERT SHOWN SHOWN / Z-BAR FRAME, Z-BAR FRAME, OPTIONAL j HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT / ` SHOWN U EXTERIOR `J Z-BAR_FRAME, OPTIONAL OPTIONAL OPTIONAL °°p °°°°O°°°°°°°°°O OPTIONAL JAMB INSTALLATION FIXED LIGHT FIXED LIGHT KICKPLATE IN-SWING (USING iX WOODBUCK) INSERT INSERT INSERT SHOWN SHOWN SHOWN I SHOWN INSTALLATION NOTES: EXTERIO EXTERIOR EXTERIO 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. R R_ " 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4-. OPTIONAL OPTIONAL OPTIONAL 2' ;i;;-.,,t ';•.•' a: .— SADDLE "51.7/16- L5J BUMPER o,,,,,�. ate.: �,� rrErocwr'imkaevdumtuuweala� THRESHOLD BUMPER THRESHOLD J.RDSOWSKI 09130/11 ALUMINUM6063•T6 m>zm�`- j 0A SHOWN THRESHOLD I SHOWN .vmrrtorse7Am.wrtattavano SHOWN yam— 1114 Br °ir• "'"`� Ahwwamnnlowsumn+r®6aaN SLflBST e'l B � fRyTE SUBSTRAT Y / O 1070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 l FL CERT.OFAUTH.:29296 CABANA DOOR INSTALLATION ��'/ 130XIZ•BAR FRAME SILL INSTALLATIONS y A.Lynn M11ler,P.E, 1dn' P.E.1758705 CD•290 NTS 3 of 3 1093011JR �.r $L 7 r;..w.; RCIS Home j Log In User Registration i Hot Topics Submit Surcharge Slats&Facts i Publications Contact Us j 13CIS Site Map links j Search productFlorida - rApproval Public User 1 s, , Eo;r0MrjAlgiUIX4LMenu>Product or A212lication Search>gpnlication list>Application Detail FL# FL242-R26 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 jrosowski@pgtindustries.com Authorized Signature Jens Rosowskl jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext 21142 lmiller@pgtindustries.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) I 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 I I 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 11 17-0411.05.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: 242.2 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&df 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 FL242 R26 11 17-0411.07.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: 242.3 HR-710(Impact) WInGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C CAC 17-0411.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration,Date Impact Resistant:Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R26 11 17-0411.06j2df 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.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration'Date fE 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.i2df Acceptance(NOA)for product performance Information, Verified By: Miami-Dade BCCO-CER anchor-age 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 Win:dow Limits of Use Certification Agency Certificate Approved for use In HVHZ-Yes FL242 R26 C CAC 17-0411,04 SM.pdf 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) Vinyl Horizontal Roller Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R26 C CAC 17-0411.09,j2d 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 II 17-0411.09.p.9 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: M 1AM 1-DADE MIAMI-DARE 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) wwiv.miamidade.Qov/economy 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: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. 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, DESCRIPTION: Series"HR-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-EIR5410-01 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.,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 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. This NOA revises NOA#16-0714.18 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 Jorge M.Plasencia,P.E. M1 MI•DADE COUNTY NOA No. 17-0411.09 F , Expiration Date: September 24,2020 Approval Date: August 31,2017 Page 1 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 't i A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under 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 j and sealed by Anthony Lynn Miller,P.E. i B. TESTS t 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, i a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseai®spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM 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. 4 1 (Submitted under previous NOA No. 16-0714.18) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 E 1 2)Uniform Static Air Press-Lire 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, E Inc.,Test Report No.FTL-8072,dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` 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 R). Jorge M.Plasencia,P.E. ProcTuct Control Unit-Supervisor NOA No. 17-0411.09 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 Pi3T Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 I Statement letter of conformance, complying with FBC-5th Edition(2014)and FBC- 6"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. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted underprevious NOA No. 16-071438) 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. (Submitted under NOA No.15-0903.11) G. OTHERS 1. Notice of Acceptance No, 16-0714.18, issued to PGT Industries,Inc. for their Series "HR-541 0"PVC Horizontal.Rolling Window-N.I., approved on 09101116 and expiring on 09/24/20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-0411.09 Expiration Date; September 24,2020 Approval Date: August 31,2017 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR 2-5 ANCHORS,SEE CLUSTER DETA�SHEET 5 I'^-• 12.3N'MAX.O.C. i-1/4• ,�I L� SEE SHEETS LEVEL,SEE SHEETS 68 IMPACT RESISTANCE B"MAX {-.- .__.. I _`.B,SFE MAX - I I 8.13 _�D.SEE 2-5 ANCHORs.SEE I,-- "MAX-1 SHEET3 SHEET4 GLUMMER DETAILS SHEETS—� MAX C 18�• B.SEES A,SEE 10'MAX-_. _ C,SEE -"--'--- SHEET 3 10'h1AX SHEET4 t T A E. T SLE '-7T L I I } C SHEET3� 19, EQUALLY MAX.O.C. 72' I 1. E SPACED �� MAX, a BUCK EQUALLY 63' ANCHSEE ORS PER BUCK SPACED I j MAX. TABLES MITI HEIGHT HEIGHT ANCHORSPF71 BUCK SHEETS / / TABLE 317-19 / HEIGHT &13 16.67' 0 X 0 X X 0 X MAX.O.C. 8'MAX B'MAX I'• I ! SEE SILL , .�_ j-�rB SEE SILL WEEPHOLE WEEPHOLE SEE SILL 4'O.0 3'MAX. 4-O.C. 3•MAX DETAILS, DETAILS, WEEPHOLE� 4'O.C.6ET4VEENSHEET3� BETWEEN - (+ SHEE74_J BETWFFN D DE7AIL5, LEWMAX. EEPHOLE76'MAX BUCK WIDTH EPHOLE 75'MAX.6UCK WIDTH SHEETS 140'M1tAX BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),SFH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANEZONE(HVHZ). -ASTM F&PAE1300 N9 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. •ALU:ALUMINUM DESIGN M FOR WOOD CONSTRUCTION 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 'ALUh9NUM DESIGN MANUAL,ADM-2015 -12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE •AISI 3 0_10 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF INFF IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS •RISC 360-10 'DEPICTED AS 2X ARE 1.112,THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES._.._-._._-.1 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ELEVATIONS...._......._.__..._....1 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. FRAME,GLASS 8 ANCHOR 7)DESIGN PRESSURES: OPTIONS..............._.....2 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,FLANGE 8 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEGIBOX........_.._.3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. INSTALLATION.INTEGRAL FIN 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN >£J'CHANNO--••.-.----•.-..4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS_....._..__...._...5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE DESIGN PRESSURES....___.__._6-8 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;ELCO ULTRACON NON ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZEJLIGHTER SHADES OF CAP EXTRUSION PROFILES 3 SOh1_14 COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAFBPA NDS S ALUMINUM DESIGN MANUAL I ASSEMBLY..................................AS II)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUyCT REVISED J USER INSTRUCTIONS: Uulidlng LYlodnWi�the Florida i NOA-No. 9 7-0411.09 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENNGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 11 // R,vfs d 8f Date: Rarision: 2)MOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX.XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND \\\\ 7A� UPDATEDio rec 2at7.ADDt9 F..pimOon Date 09/24/2020 J REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �\\ Ot1Y LYlvv �i� JR 03/27/17 NOTETOANCHOR OTr.MeLs J TABLES 6.12(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 'C1`• (CEN �� DY V '• ' Revi �'sed Date: Rerlrfon: Miami-D de Product Control OBTAINED IN STEP I. USE INDEX TABLE fi ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. � Q�% •,FP� 3)DETERMINE THE MOSTSUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ZACCORDING TO THE INSTALLATION No.58705 CONDITIONS. =1✓1' I. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13).VERIFYTHE ANCHORISUBSTRATE WILL MEET - *- ® D-OPBae: Drown By: _ REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROP61 THIS -_-O Al _ GENERAL NOTES&ELEVATION J ROSOWSKI SHEET-SETARE MET. -- - - - - �� 71.1 f�(V� 1070-TECHNOLOGY.DRIVE _ 6)iNSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. �QT••,• l I' !(7 N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. � '•,'Y ORIOP. \��� (9411480-1600 HORIZONTAL ROLLER-NI 05/15/15 ',�SSY •..•.•• r1Cj, corrtuaALLRMTwTrvasm�cs.arc. NOTE DESIGN PRESSURE RATING DETERMINATION IS THE TAME PROCESS FOR ALL FRAME TYPES(!-CHANNEL,FLANGE. 'A ONAL�1\\� ALLR ReseAveo Serhs/NodeF Srnle: sheae Droniy No. INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURER ON SHEET 2. �.4A»INM44ER b.E, CERT.OF AUTH.029296 HR-5410 TUTS 1 OF 15 MD-HR5410-01 B P.E.K58705 f tom. TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Usted from Extedor to Interior) Frame Glass - Type Types Options Installation Substrate Option Detall Sheet GLASS TYPES 1 63 MAY Condit.- 1 314'I.G.:116'A Extedor Cap+1/2•Afr Space+i/8'A Extedor Cap NOT BE USED IN THe (see Fig B) (.e Table 1) 2 3/4'I.G.:116'T Exterior Cap+112"Arr Space+lB'T Exterior Cap ! HVHZABOVE39. Through the ....into 2XWood Frama/Buckstdp-shod 4,option 3 3/4"I.G.:3116'A EXiedor Cap+318"Alt Space+3116"A Exterior Cap JLTannel 1-4 blegrd in...... ....Into Metal-sheet 4,option 8 4 314"I.G.:3116'T Exterior Cap+3/8'Air Space+3116'T Extedor Cep (51) Through the f.mo....hno 2XWood Fmme/Buckstdp-sheet 4,option 6 SEE SHEET 6,TABLE 6 FOR GLAZINGRIESIGN PRESSURE/ANCHORAGE INDEX. Matedai Min.Fr Min.F" of the windox.-•-• .._into Metal-sheet 4,option 7 Steel Screw 92 ksi 120 ksi ...into D(Wood F.meBucksidp-shed 3,option 1 le-8 Screw 60 ksi 95 ksi Flange 1-4 Through the k2me...,into Conerele/CMU-sheet 3,opticn 2 410 Screw 90 ksi Ito ksi (d2) °rarewindow•..••• ,.•.thmugh IX euMstrp Into ConcmtWCIAU-sheet 31 option TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Elco Aggre-0alor® 67 ksi 96 ksl ....Into Metal-sheet 3,option 4 Elm UltraCana 165 ksi 177 ksi Thtough the ....into 2XWood FrameBuckstip-sheet 4,option 5 GroupAnchor Substrate Min.Edge Min. 410 S5 Elm OrM.M..0 127.4 ka1 189.7 ksl integral Fin eig�r....... --into Mdel-shed 4,option Distance Embedment' 6063-T5 Aluminum 16 ks1 22 ksi ('„3) 1-4 Thrwgh the tlamo.._into 2X Wood Fmme/BucksMp-street 4,option 6 P.T.Soutthem Pine(SG=0.55) 7116, 1-3/8" A30 Steel 36 kel 58 ksi of fire wlrMow....., „_frda Atalel-sheet 4,option 7 #'10 SMS Gr.33 Steel Stud 33 kal 46 ksi (steel,1B-8 S.S. Steel,A3G 3/8" 0.050" Box/ .—info 2XWood Fmme/Buckstrlp-sheet 3,option 1 Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) Through tea ..... ,-.,heme,.-irdo Concre(dGtlu-sheet 3,option 2 or 410 S.S.) A Aluminum,6063 T5' 3/0" 0.050' 'MIN. Equal-Leg 1-4 oTthe wInd ow. lhmugh 1XBuckstdp Into Conmto(CMU-Sheet 3,option 3 P.T.Southern Pine(SG=0.55) 7116' 1-3/8' THREADSEMErAL BBEYOND (44) ,,..Imo Metal-sheet 3.op6an 4 3/i6"steel Ultracon Conciele(min.2.85 ksi) 1" 1-VB' SUBSTRATE Ungrouled CMU,(ASTM C-90) 2-112" 1-1/4' 'UNGRO E #123MS P-T.Southern Pine(SG=0.55) 9/16" 13/8° CMU VALUES Steel,AW 3/8" 0.050" MAY BE USED FOR FIGURE B:FRAME TYPES B (steel,18-8 S.S. Steel Stud,A653 Gr.33' 318" 0.0451'(18 Ga) GROUTED CMU or 410 S.S.) .APPLICATIONS - ' - - --- Aluminum,6063-T5• -3/8' 0.063' 114"steel Ultracon Concrete(min.2.85 ksi) 1" 1,/4" C Ungrouled CMU,(ASTM 0-90) 2-1/2' 1-1/4' 2 U 4 1W steel Crete9ex Concrete(min.3.35 ksi) 1" I_V4• INSTALLATION NOTES,SEE SHEETS 3 34 FOR ILLUSTRATIONS: 1/4'steel Ultracon Concrete(min-285 ksi) 2-1/2' I-W4' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON BOX OR _P 1/41 steel Ultracon P.T.Southern Pine(SG=0.55) 1' 13/8' TABLES 2 63,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANGE E LEG 114"steel Cretellex Concrete(min.3.35 ksi) 2-1/2" 1-T4' DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. D 1/4"steel CreteBex Ungrouted CMU,(ASTM C-90) 2-117 1-1/4' o P.T.Southern Pine(SG=0.55) 1' 1-3/6' 2)MASONRY ANCHORS MAY BE USED INTOWOODAS PERTABLE 1/4'steel Aggre-Galor Concrete(min.3.275 ksi) 1-1/2' 1B' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12'THICKARE TO J/ LED BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKSARE 1/4"steel Aggre-Gator P.T.SoUlhem Pine(SG=0.55) 1° 1 -3/e" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD Q� Grouted CMU,(ASTM C-90) 2' 2" BUCKSDEPICTEDAS2X ARE 1-IW THICK ORGREATER.IXMD2X ��gI--f BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 U U TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL INTEGRAL ARCHITECT OF RECORD. FIN 3)VISIBLE LICHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN as complying with the Florida 4)SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code Group Anchor Substrate Min-Edge Min. 4) 17-0411.09 Distance Embedment' L(Il tr/trr 3 .` Y N r. Nkdred 01. Data: R-loon: Expiation Date 09/24/2020 E 2-1/2'x.131'Common Nag P.T.Southern Pine(S(i 0.55) /6' 2-7116' �� ....-?V� , r •��'•• GEN JR 03/27/17 NO CIUNG'ES TMS SiffEL B 2-12•Pongs hank Roofing Nail P.T.Saidhem Pine(SG�0.55) 3!8' 2-7/16' �\ L7 SF ' y •••F MlamWad raduet Conlro P.T.Southern Pine(SG=0.55) 1/2' 1-38' � Q.:• •••��� R.Nr.d Br Data: Reriabn: #10 Tnuahead SMS gluminum,6063-T5' 3/8" 0.050' _* No.68705 (steel, S.S. Steel Stud,Gr.33' 3/8- 0.0451'(18 Ga) •'*- a 4100 B.S,S.) —•G — m Pvarption; Drsm By: F Steel,A364 3ra• o.aso• =73 s1t3711T-:tij= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSK( P.T,Southern Pina(SG=0.55) 9l16' 1-3/8' 'MIN.OF3 �� ' [41 11770 TECHNOLOGY DRIVE #12 SMS THREADS ��C` '•,!ZORIDP..•' \?� N.VEMCE,FL 34275 RUe: Date: Aluminum,6063-T5' 316, 0.063' BEYOND THE i S G (steel, or 1 -8S.S S Steel Stud,Gr.33' 3/8' 0.05V SWAATRATE. ,''rsjONAL1E � (941�46�remHis iavro®,mc HORIZONTAL ROLLERS NI wnarng t� 05/15R15 steel,A38' 310' o,oso' ALyNN MfLLER P.E CERT.OFAUTH.#29296 HR-5410 NTS 2 OF 15 MD-HR5410-01 I B P.E.A SB705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES TYP.ANCHOR TYPE, INSTALLATION INSTALLATION OPTION 3 INSTALLATION EMBEDMENT AND EDGE t 2i OR&R 23 ANCHORED THROUGH FRAME Att0 IX OPTION 4 SEE INSTALLAT ON NOTES SHEET 2 BUCKSTRIP INTO CONCREM CMU. OPTIONI DISTANCEPERSUBSTRATE ANCHORED THROUGH (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL TYPICAL FOR ALL FRAME INTO 2X WOOD 'XO"OR`OX'SASH St4"MAX SHIM )�--• EMBEDMENT FRAME OR BUCKSTTT2. I+—1/4'MAX,SHIM 19 16 2g I , SEE NOTE 2,SHEET 2. _--� I 16 30 EMBEDMENT t3 r^ 28 FLANGE('� i #100R#11STEEL 120 40 OPERABLE 43FRAME � EDGE SHOWN I i —jL_�j SMS(GS),SEE 37-39 u �H DISTANCE U TABLE 2,SHEET 7- �---- 2 28 t 2}-� �1t4-MAX SHIM FIXED 41 TYP.ANCHOR TYPE, �..1 �^ i! o LIGHT WDTH 13 LITE r_ VISIBLE EMBEDMENT AND I \ —EDGE DISTANCE PER I 73 -?r-._ SUBSTRATE,SEE TABLE 2,SHEET 2. DADE APPROVED MULLION, i o vIl 85 87 29 FBC COMPL4WT C=OL�H.�J VISIBLE I 42 0 •. ALUMINUMISTEEL FRAMING FLANGE LIGHT WIDTH II EXTERIOR ORSTEELSTUO.MAY eE FRAME 73 14 4 EQUAL a �. VISIBLE FIXED VERTICAL OR HORMCNTAL SHOWN 24 OR 26 OR 26 LEG -• LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6.8)TYPICAL FOR ALL FRAM (t)AT MIDSPAN OF INTERLOCK HEIGHT TABLE 2,SHEET 2 'XO"OR"OX'FIXED MEETING RAIL SHDWN O C1)3-iP1'FROM EACH SASH SUCK WIDTH CORNER AND(1)AT CENTER OF t HORIZONTAL SECTION A-A(OX) SASH S71LZSJRAI S RUOFiEIG EXTERIOR 28 2g 30 16 19 76 (SEEESHEET57-8)TYPICAL O SASH \ 20 OPERABLE � FOR ALL'XOX'SASH sAsx 40 N o SASH 21 o ROOR 23 LIGHT OPERABLE {�I o it 37.39 (SEE SHEETS 6.8) HEIGHT SASH ;o-I „ _ I TYPICAL FOR + 28 j , +0 ALL SASH 16 - C7 41 FIXED VISIBLE LITE VSIBLE I 45 47 LIGHT W WIDTH lr LIGHTI WIDTH 81 43 �_ 29 FLANGE o , WEEP OPT. 29 15 SHOWNFRAM 87 a .. i' NOTCHES 80 ' G�_. 3/4'Xi14' �0 - I! 1-114"X 1t4' 34 2 25 R 26 "'�T IiG VISIBLE 42 ETH T3 R !''� ' D 4 (SEE SHEETS 6-8)TYPICAL FOR ALL 14 t 4 "XOX"FIXED MEETING RAIL �.•• 1/4`MAX 1 6UCKWIDTH ro SHIM HORIZONTAL SECTION E-E(XOX} PRODUCT REVISED EQUAL-LEG As—Plyi"with the florid. --`L INSTALLATION AS PER SECTION A-A ABOVE FRAME Bu(Iding Code EQUAL LEG SHOWN NOA-No. 17-0411.09 FRAMESHOWN :. —(-� 41111111/ INSTALLATION EMBEDMENT y��` QNY LYA/N ��� Rli-d By, Dote: Ra N.1m EKPI-ttoA DAto09/24/2020 •�a��''vcEr�sF /!{ JR 03127/17 Nu­wssNEEr. ey ---_— OPTION 2 Raae� mte: m'nm .edeot control ANCHORED THROUGH - `�. •• No.5B705 - ✓y. - FRAMEDIRECTLYINTO CONCRETEICMU. EDGE : Drtwn By. EM TtP.ANCHOR TYPE, DISTANCE VISIBLE LIGKr FORMULAS =� �1 cry FLANGE&EQUAL-LEGIBOX FRAMES J ROSOWSKI DISTANCEPERKSUBSTRATE,_�VER—TIGAL LEQUAL-LITE,XO&OX1CVO.; 1070 TECHNOLOGY DRIVE SEE TABLE I,5HEET2. SECTION B^B WIDTH:BUCK WIDTH/1.4-1/4" fis•' RID?;••••���•:" N VENICE.FL34275 _� HEIGHT:BUCK HEIGHT-7.1W ��i sl tSG (941)480.1600 HORIZONTAL ROLLER-N! 05I15/15 At,r�?NAL1 t.�Y Cw !Gera 7ror msr .o+c A LYNN MILLER,P.F. Mlw-Rs Sane�o0ci.- Scete: Sheet: lhoaiog No. Rer. P.E.y 59705 cERr.of AUTH.IYd8296 HR-5410 NTS 3 OF 15 MD-HR5410-01 B ( t INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X - OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE I INSTALLATION OPTION 6 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 ( NOTE 2,SHEET2 t ANCHORED THROUG14 I INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT - y FIN/FLANGE REMOVED) "XO.OR'OX'SASH WOOD FRAME OR BUCK- _L. TRIP.SEE NOTE 2, . EDGE 1/4w NIAX SHIM 19 16 3D 16 29 a SHEET2 DISTANCE I 13 28 EDGE 20 OPERABL 43 J-CHANNEI. #10OR9125TEEL 4D SASH DISTANCE FRAME SHOWN (G5),SEE 37-39 0 - - TABLSMS 2,SHEET 2 ' 28 I TYP.ANCHORTYPE, C7 1 41 IL EDGED TANG PER { II�I1� 1/4'MAX SHIM FIXED �JI I >-\ I �TYP.ANCHORTYPE, FIN AND/OR UTE o f LI VISIBLE SUBSTRATE.SEE j Lf EMBEDMENT AND EDGE FLANGE MAY BE i TABLE 2.SHEET 2. ! DISTANCE PER SUBSTRATE, REMOVED IN-FIELD i (SCREW SHOWN) I 73 SEETA3LE3,SHEET2 a it B5 87 FIN i FRAME DADE APPROVED MULLION, D VISIBL I _42 EXTERIOR a SHOWN 2B FBC COMPLIANT LIGHT WIDTH fff� II"T1 A.UMIUUL14STEEL FRAMING 73 2d OR E5 OR 26 14 V 3 VISIBLE OR STEEL STUD.MAY BE - i LIGHT FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LITE SEE SUBSTRATE PROPERTIES, 'XO"OR'OX'FIXED MEETING RAIL HEIGHT TABLES 283,SHEET 2. BUCKWVIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) OR O OPTION (SEE SHEETS 7-8) ANCHORED THROUGH I 29 30• 16 19 16 TYPICAL FOR FIN INTO META. J BUCK EXTERIOR S T 28 OPERABLE SA "XOX" (FLANGE MAY BE REMOVED) y HEIGHT T Q 20 o OPERABLE 43o SASH I 14III(--=I�IIr�� SASH 40 SASH VISIBLE I�J 37.39 - #1 S(G5). STEEL 21 OROOR 23 LIGHT OPERABLE ❑ I i �" MS E 2.SEE TABLE 2,SHEET 2 i I (SEE SHEETS 6-6) HEIGHT BASH i �I 28 I ❑ TYPICAL FORSASH 1 ❑ - JI I Q L� 41 FIXED ALL SASH J— - 16 VI9IBLE I _ Q LITE Z VISIBLE I _ 66 45 47 LIGHT WIDTH TTF"^^ it e 7 LIGHTWIDTH fffT� OPT. 80 81 �_ FIN WEEP FRAME 87 f - NOTCHES 29 29 SHOWN 3/4'X 1/4' 25�OR 26 ViS 73 IBL I _ N 42 EXTERIOR 1.1W'X1/4' 3 LIGHTWOTH TT--^^ 14 (SEE SHEETS BA)TYPICAL FOR ALL FRAME I 15 "XOX"FIXED MEETING RAIL SHOWN 33 � 1 BUCK WIDTH I a r1/d'MAx HORIZONTAL SECTION F-F XOX PRODUCT REVISED I SHIM (1)AT MID-SPAN OF INTERLOCK ND Buliding Co"17 tho Fbrida FIN FRAME 43 (1)3-112"FROM EACH SASH INSTALLATION AS PER SECTION D-D ABOVE 1111 I I I l f/7 NOA-No. '17-041'1.09 SHOWN CORNER AND(1)AT CEN7ER OF SASH STILS/RAILS ��� qN,,,..Nq/ ri�� R""f 8Y �f Revlaion: Expiration Date 0 9/2 412 0 2 0 TYP.ANCHOR TYPE, , `A.•• '•21 . EMBEDMENT ANID O ��1�•: F'•�! JR 03/27/17 Ho cxANCI:s Txls slv:ET. BY 'i I 1 lCENy EDGE DISTANCE PER—, EDGE DISTANCE Q, No.58705 •�� ReNsad W. Date: Reriion: Mlaml-0ad roduet Control SUBSTRATE,SEE SEE =7F TABLE 3,SHEET 2 —.-i EMBEDMENT = ( /n/ -� •f*- - �-0 v6 - p Oearllpttan: Drawn By. VISIBLE LIGHT FORMULAS =A 3 �= J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL %O sr �; (EQUAL-LITE.XO&(EQUAL-LITE,XO&O� •. 1070 TECHNOLOGY DRIVE n9e: Oa I. ANCHORED THROUGH INITEGHAL FIN SECTION D-D ` •'•:cLORIDA,.•' \�� N.VENICE,FL 34275 WIDTH:BUCK WIDTH/2.4-114" ���lS INTO 2X WOOD FRAME OR BUCK- i�S/ NG� (941}480.1600 HORIZONTAL ROLLER-NI 05l15l15 + STRIP.SEE NOTE 2,SHEET 2. HEIGHT.BUCK HEIGHT-7-114' ri'ONAL',`4��`` XPMG=M 7fcr wusrwcs,Ixc •ttaaxrs Sen,ID Serfas/Abdek Scala• Shoot: Oro+i.g No. Rer. 0.L PEAS D5 P.E. CERT.OFAUDLR29M6 HR-5410 NTS 4 OF 15 MD-HR5410-01 B 1 { i SILICONE STRUCTURAL 114'NOM. POLYISOBUTYLENE— WITH DESICCANT KODISPACE EA7.GLASS S 4SG TPS 3/r NOM. 3w NOM, l/r NORGLASS 76-79 SITE TYR INT.GLASS 1/8'6 GLASS J8r T GLASS—— 73 74 10 AIR SPACE 112"AIR SPACE—— EXTERIOR 1/8"A GLASS <:] 28 HOT-MELT BUTYL 1/8"T GLAS,' STRUCTURAL EXTERIu. a EXTERIOR 75 FOAM SILICONE all 61 NOM. 29 --\ WITH 29 E�_ DESICCANT SUPER EXTGLASS 'PAC E R@ NXT GLASS TYPE I GLASS TYPE 2 UUU INT.GLASS TYP.GLAZING DETAIL ALUMINUM REINFORCEMENT 314*NOM. 3/4'NOK &R,EIT11.0FG0l.1C1 M 5116'NOM. OUTYL 3116'A GLASS DESICCANT 3/16*T GLASS . FOAM ODURASEALO 3/8"AJRSPACE—� 3/8'AIR SPACE— FXT*.GLASS SPACER 3/16'A GLASS—\ 311TT GLASS --\ EXTERIOR EXTERIOR GLASS 1 fr.GLASS POLYISO_ DESICCANT FILL AREA BUTYLENE ,-5/16*NCM- SEAL GLASS TYPE 3 GLASS TYPE 4 SILICONE SEAL ROLL-FORME STAINLESS STEEL PRODUCT REVISED GLAZING NOTES: as complying with the Ff.dd. 'SPACER EDGE iF�ANNEALED 5.11&1.9 Cod. EXT.G SS SPACER 'P=TEMPERED NOA-Ko. 17-0411.09 LA I�,qtk i LYNV (?.i-d Or, Vd� Expimflon Dafo 0912412020 k" NO 0MGES TIUS SHF--r. JR 03/27/17 By DESICCANT ftis.d W. Vat.. No.58705 Part 0 Description Material 7 77 Quanex Super Spacer nXr with Hot Melt.Bulyl See this GLAZING DETAILS i ROSOWSKI Kommerling 4SG TPS Spacer System 1070 TECHNOLOGY DRIVE Sheet fbr • N.VEMOETFL34275-- 78 Quanex Duraseal Spacer Materials (941"80-1600 HORIZONTAL ROLLER WINDOW-NI 06/1615 Z `9 - e` I Do"" T ma 79 Cardinal&Edge Sparer Fszc��_ REFERENCE TESTREPORTS.FTL-8717.0-68&8970 CERT.OF AUTH.X"296 HK-5410 NTS 1 5 OF 15 'MD-H'R54' 10-01 J�B: c i I TABLES: TABLE 6: TABLE 7: IndeX to All Design Pressure and Anchor Quantity Tables Glass T 1-spa` Design Pressure(Ibslfl2)forXOorOXWlndows G�s1T4pe' Design Pressure(Ibslft2)for XOGrO%Windows Glass as. Reid, Design Pressure Anchor OuaNOy Rnin1.Leiel Window Buck Height RainL Low[ Window Bmk Height , �0p• All..tAll..Wafth max. H.Igh Gia Lawi RI 30' 36• 48' Se R2 3D' 36' 48' 54' Table41 Paged Toblap Pagel: 25 f0 112' +65.0 -100.0 +95.0 -100.0 +E5.0 - 0.0 +65.0 -100.0 25-1/27 +65.0 •130.0 +6&0 .130.0 +65.0 -130.0 -61.0 •130.0 so 1 a 6 13 g £g 20" +65.0 -100.0 +65.0 -100.0 +65.0 .100.0 +65.0 1-100.0 S 28' +65.0 .130.0 +65.0 g +65.0 •130.0 +65.0 •130.0 75' S4' 1 2 7 6 14 9 .}3 3W +65.0 -tOD.O +85.0 -100.0 +65.0 A4.2 +65.0 •81.6 36- 465.0 -130.0 +65.0 +65.0 •116.5 +E5.0 -1095 ]07 93" a 10 7 15 10 m 42• +65.0 AD0.0 +65.0 -100.0 +65.0 •8.T.9 +66.0 -72.4 m 4Y +65.0 -130.0 +650 +05.0 •91.7 +65.0 -82.4 or 54' 1 6 6 13 9 x 1. +65.0 -100.0 +65.0 -100.0 +65.0 -76.5 +65.0 .0.6 41' +65.0 -130.0 +65.0 +65.0 -a5.9 +65.0 -726 OX 54" 2 7 6 14 9 6 t 7S 63' 2-4 3 10 T 16 10 1. +65.D A00.0 465.0 -100.0 +65.0 -66.8 +66.6 .56.5 60" +6Ro -130.0 +65.0 A14.8 7T 4 11 6 i6 10 75" +65.0 -100.0 +65fr .94.9 +60.3 {A.3 +50.0 -50.0 75 +85.0 -1D9.5 +66,0 -729 120• 60• 1 0 6 7 17 11 SEE TABLE 13 FOR ANCHORAGE '+65170 FORGlASSTYPES24 SEE TABLE 14 FOR ANCHORAGE TDX 140. 63• 2-4 3 9 7 18 12 4 12 9 19 13 O HEADER HEADER --� �- 4'1.1AK O.C. I . SECTION DETAIL SECTION DETAIL I FOR WINDOWS WITH O 21 FOR WINDOWS WITH 0 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH CLUSTER DETAIL IN FIGURES APPLYTO ALL HEIGHT INFlGURES APPLY TOALL HEIGHT _FRAME TYPES 8 - - FRAME TYPES 6 - B -- CONFIGURATIONS) O 21 CONFIGURATIONS) 21 4'MAX D.D. •�, ,� a i � Q L aRR SILL EXTENIOR SILL 4-ANCHOR a CLUSTER DETAIL sasH WIDTH SASH WIDTH 4'MAX.O.C. r MEETING RAIL e o IrG MEETING RAIL � t+-. ❑ Q 1 O 2q 25 21 21 21 21 j� 3-ANCHOR JAMB E JAMB 6xnr=.Inc6 PRODUCT REVISED as comp ing with the Florida CLUSTER DETAIL O Building ode \711:111 I I N 1///7 NOA-No. 17-0411.09 NOTES: ��•......... , Revioad W. Cate: Rernbn,• Expiration Date 09/24/2020 1 INSTALLED NO TABLES FORALL IYINDOWS `�a•�• ,S,'�!lfj� JR D3/27/17 Dy INSTALLEDTHROUGH THE FRAME ORINTEGRAL FIN. L10EN !Y No gl4NG957RIs SHEET. 8'MIUL.O.C. ._..L, 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK Q.' M[am /Product Control 4'MIN.O.C. I HEIGHT(SEE SHEETS 3�4).SASH SIZE IS AS PER THE �74•; No.517, 'P' R-L-d Ry Dot. FIGURE //}} 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN - DweripDam a. Grvlrrl B ONTHETABLE, :Dr•• sra Eo ''Q/ DESIGN PRESSURE TABLES J ROSOWSKI /i 2-ANCHOR 4)•1l4-112-1/4'AND'1T3-113-1A'INDICATE THAT �CCS'•.jeCORIDP-:'���� 107CI TECHNOLOGY N.VENICE FL3426DRIVE Title: Date: THOSE STANDARD SASH CONFIGURATIONS FALL CLUSTER DETAIL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT '% OnALENG.`` (941}46o-i6Do HORIZONTAL ROLLER-NI 05/15/15 COLUMN.'CUST0k1'INDICATES THAT NO ///I/II n1111 COPMIGF1ro2a17PG1`INX 1AIE%IhA STANDARD SASH CONFIGURATIONS FALLWRTGN AU WGHTS u- IWB3 S-IModd: Srnle: sneec po"No, Rer. THE RANGE A.LYNN MILLER,P.E. P.Ea 56705 CEAT.OF AUfH,M296 HR-5410 NTS 6 OF 15 MD-HR5410-01 B , TABLE 8: Glass Type TABLE 10: I sash 6deh Design Pressure(lbs/fe)forXOX Windows oars TlpO6 width 1-4 Design Pressure(Ibs(ft)forXO or OX Windows Ralnt Legal Con6gurallan Range On) Wind-Buck H.Ighl Relyd.Leas) Wlndaw Buck Ho'ghl 30' 36' 1' 54• W" R3 30• 36' 1. 54' 63' 35-1/4" 11.391-11.391 +65.0 -100.0 465.0 -100.0 +65.0 -100.0 +65.0 -100.0 .65.0 A30 26-112' +65.0 -100.0 +65.0 -100.0 +65.0 -iomr +65.0 -t00A +65.0 -100.0 38' )3-%-� 1Z30B-12309 +65.0 000.0 +E5.0 -100,0 +65.0 -700.0 +e5.0 -700,0 +65.0 -100.0 28' +65.0 -700.0 +65.0 -11A.0 +65.0 -100.0 +66.0 -100.0 +65.0 -100.0 -}S-% 11.391-13397 +65.0 -100.0 +65.0 -100,0 +65.0 -89.0 +65.0 77.9 +65.0 -69.5 36' +65.0 .100.0 +65.0 -100.D +65.0 -100.0 .65.0 -100.0 +85.0 -85.4 45-1/8" y Y•-h-h 13.398-14.683 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 .100.0 .65.0 AB5 42' +65.0 -100.0 +65.0 .100.01+65.0 -91J +65.0 -82A +65.0 -74.10 Y-�-% 11.391-12297 +65.0 -100.0 +65.0 -10D.0 +65.0 •85,6 -65.0 -72.2 +59.6 5.9.6 43' +65A -100.0 +65.0 -100. +65.0 -85.9 +65,0 -7-2.6 +60.9 -60.9 12.288•15.559 +65.0 -100.0 +65.D -20,0 +65.0 -87.2 +65.0 -74.9 +65.0 -65.9 S." +e5.0 -100,0 .66.0 -100.0 +65.0 -83.5 +65.0 70.9 +56.7 -56.7 WSNm 11.391-12016 +65.0 -100.0 +65.0 -100.0 +65.0 -84A +65.0 71.8 +56.3 56.3 S 7S +65.0 -100.0 +65.0 •9d,9 +65.0 •7Z9 +628 -62.8 +50.0 -50.0 52448' %_h_� 72017-13.397 +65.0 -100.0 +65.0 -100.0 +ES.D -95.0 465.0 -71.8 +56.1 -56.1 SEE TABLE 15 FOR ANCHORAG_ ce 3S-'/-� 13.398-17.016 +65.0 -100.0 .65.0 -100A .65.0 465.4 +65.0 -720 +58.7 -58.7 Oust- 11.391-13.397 +85 0 -100.0 +65.0 _96.9 +65.0 _73.8 .65.0 -e6.0 +55.9 .55.9 Q 13.398-15.360 .65.0 -100.0 +e5,0 -100.0 +65.0 -80.e +05.0 -70.7 +57.6 -57.6 HEADER -�- 15.361-19.041 +65.0 -100.0 +65.0 -100.0 +65.0 414.5 +65.0 •71.8 +56.3 -56.3 75 17.141-19.110 +65.0 -100.0 +65.0 -8.9.3 +55.0 -68.8 +61.4 •61.4 ♦52.5 -52.5 19,111-24.841 1*65,0 -iW.O +65,0 -98.1 +65.0 -74.5 +65.0 -07.2 +68.1 .56.1 n 9E 27.641-32-516 +65.D -100.0 +65,0 4:9.3 +65.0 -6e.8 +61.4 -81.4 +525 -525 SECTION DETAIL V Qmtwn 32517-39.641 +65,0 -100.0 +65.0 •91.3 +65.0 -70.G +63.0 -63.0 +53.T 3.7 FOR WINDOWS WITH z2 120' %_K_� •• -39.641 +fi5.0 -iW.O +65.0 -69.3 +65.0 4i8.B +61.4 +31.4 .50.0 -50.0 9 WINDOW WIDTH-40.72 SEE TABLE 17 FOR ANCHORAGE LEVELR3 REINFORCEMENT "MIN.SASH SIZE c 2 - - (REINFORCEMENTS SHOWN SASH TABLE 9: IN FIGURES APPLY TO ALL HEIGHT Glass Types FRAME TYPES& 2-4 sash Sash Design Pressure Qbslft)for XOX Windows CONFIGURATIONS) Q O Cordgurallon Width Retrd Letei Range On) WIndw Buck Height R3 30' 36' 48" S4' BY a 35-1/4' 11.391-11.391 ♦65.0 -1000 +65.0 -100.0 +e5.0 -100.0 +65.0 -100.0 4-65.0 -100.0 38' 12-305-12.308 +65.0 ADOX +65.0 -100.0 +65.0 .100.0 +65.0 -100.0 +65.0 -100.0 45-118' - -Y 11.391-13.397 +65.0 .100.0 +65.0 -10D.0 -65.0 -100.0 +65.0 -100.0 +65.0 A7.9 a� SILL 15-'As-M 13.398-14.683 +e5.0 -100.0 +65.0 -100.0 .55.0 -100.0 t65.0 -100.0 +65.0 -100.0 47J 4' -h-% 11.301-12297 +65.0 -100.0 +65.0 -100.0 +65.0 .100.0 +B5,0 -100.0 465.0 55.2 Y•'.§-% 12289-16.558 +85.0 -100.0 +e5,0 -100.0 +65.0 -100.0 1+65.0 -100.0 +65.0 -91.2 Custom 11.391-12.016 +6i0 -100.0 +es.0 -100.0 .65.0 -100.0 1+65.0 -100,0 +65.0 -88.5 SASH WIDTH 62.1/8' %-%-% 12.017-13.397 +65.0 .100.0 +65.0 •100.0 +65.0 -100.0 +85.0 -100.0 +5S0 -87.5 ;S 9-X-M 13.398-V.016 +65.0 -ID0.0 465.0 .100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -84.9 0 s MEETING RAIL Custom 11.391-13.397 +65.0 -100.0 +65.0 -100.0 .65.0 -100.0 +65.0 J4.8 +65.0 -77.0 0 =%-% 13.398-15.360 +65 V -1 W.0 +65.0 -100.0 +65.0 -100.0 +65.0 -94.9 +65.0 -77.7 I p 25 %a-%-% 15.351•19.641 +B5.0 -100,D +65.0 -100.0 +65.0 -100.0 +65.0 -92.1 +65.0 -75.7 22 22 e Custom 11.391-13.397 +65.0 -100.0 +66,0 .100.0 +65.0 -94.4 +65.0 .86.8 +65.0 •88.7 75' %_y_y 13.399-19.110 +65.0 -100.0 165.0 •tD0.0 +65.0 -97.3 +65.0 .80.4 +W.8 •63.8 JAMB PRODUCT REVISED -'/.-'/. 19.111-24.641 +65.0 -100.0 +66.0 •100.0 +65.0 414.1 +65.0 -79.4 +64.3 -64.3 as complying with the Florida Bullding Cade custom 17.641•19.397 +E5.0 -1W.0 +65.0 -90.d +65.0 482.8 +85.0 75.fi +W.9 -60.9 tllllll NOA-No. 17.0411.09 98• y,%-Y.. 19.398-24.360 +65.0 -100.0 +65.0 -07.4 465.0 -97.2 +65.0 44.2 +57.5 •57S Y,%-Y �.�` NY LYN/V ''% Revised By Dote Rereon: Expiration Date09124/2020 2d.367-31.s41 +fi5.0 -1DD.0 +65.0 -100.0 +65.0 .85,a +55.0 -6i9.9 +55.2 -55-2 Q ........... r+o-NGES IniIS SKEET. Y4-%-% 29.G41-32515 +65.0 -100.0 +65,0 470.4 +fi5.0 4iZe +65.D +i8.6 +527 -52.7 �� ••LIOENg 1A� JR 03/27�17 BY 120' Q: 'F ReKsad�: Date: Revmon: Mfami--Da Product Control -Y,-y 32.516-39.041 +65.0 -100.0 +65.0 .100.0 465.0 -81.4 465.0 -65.5 +60.6 -5 5 - •.� *: N0.58705 160' Custom •• -39.641 +65A -100,0 +65.0 -90.4 +65.0 .81.4 +65.0 �5.6 +W.O U. ' "MIN.SASH 52E a WINDOW WIDTH_W.72 -- SEE TABLE 16 FOR ANCHORAGE --O -••-.1:*_ ® Deserfpfbne nxarn NOTES: z =7�'•• �::w` DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. -- - - �O�L'• - TE 177� 1070 TECHNOLOGY DRNE Tffk: , 2)FRAME DIMENSIONS AFL BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE %�s'• aR1DA-•• ��; N.VF_NICE,FC 34Z75- - - ai�a,2-14 SIZESNAND1/31<rOT SHOWN.1O3UINDICATETHATTHOSESTANDAROND ILP TO THE NEXT AVAILABLE SASHCONFIGURA70NSFPLLWITHINTDTH OR HEIGHT DIMENSO1NiE5ASMwI�iHRANGE ��� ,0NALENG`� ( 8i�ra ,rrcames„�600 HORIZONTAL ROLLER-NI 05/15/15 [ON SHOWN IN THE ADJACENT COLUMN.'CUSTOM-INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN tII�tER P.E 'W'B s 6Es n s""v Leh. Seek: sheet thowtny A'o. Rar. P.E.A 58705 CERT.Op AUTttrl29296 HR-5410 NTS 7 OF 15 MD-HR5410-01 B TABLE 11: Glass types Design Pressure(Ibs/(tt)forXO or OX Windows Redd.Lv J WIndmv Buck Hek; R4 3 1 411" 1 54' 83" 7Z" _ m1336-" +65.0 -13300..00 +650 .130.0 +65.0 •130.0 +65.0 .130.0 +65,.0 -13u 15 +650 430.0 -6EO -130.0 +65.0 -130.0 +65.0 .130.0 +65.01.130..0 +d.0 -130.0 -650 -130.0 +65.0 -130,D +65.0 -30,0 +650 1233 •1 +650 -130.0 +65.0 -130.0 +65.0 -1268 +65,0 -106.2 48" +65.0 -10.0 .65.0 -130.0 +65.0 -130.0 +650 -114.2 +65.0 •97.13 +650 -1 +6iO -130.0 +65.0 -11Z6 ♦65.0 A1.1 +65.0 1 -81.7 HEADER _1-100 3 +65.0 4793 +65.0 •104-0 t65.0 414.2 +65.0 -70.0 1; SEE TABLE 16 FORANCHORAGE l�(; SECTION DETAIL TABLE12: FOR WINDOWS WITH O 23 GI.-Types - LEVEL R4 REINFORCEMENT 2-4 S2Sh Sash Design Pross.ure 0bsAt)for XOX Windows (RENFORCEMENTS SHOWN � SASH Coni ura0on Widih IN FIGURES APPLYTO ALL HEIGHT Relnt Lelel 9 Rtulpe[in) Window Buck HeightFRAME PES B -R4 30' 36, 48' 5V 63• CONFIGURATIONS) ,1 35-1/4• Y-y-% 11.391-11.391 +65.0 7130.0 +65.0 -130.0 -65.0 -1E.-o +11.1 -130.1) +MO •130.0 23 , 38" Yi-36--A 12-30B-12308 +65.0 -130.0 +65.0 -130.0 +65.0 -130,0 +MO -130.0 +660 -130.0 AS-176" %-A-VA 11.391-13.397 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -133.0 )PA-M 13398-14.861 156O -13oO +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130,0 u l 47.'1r4' %-%-% 11.391-12297 -65.0 -130.0 -65.0 -130.0 +65.0- -130.0 +65.0 .130.0 +65.0 -128.9 - ExrE8lon SILL _ %-)f-% - 12298-15.558 +E5.0 -130.0 +65.0 -130.0 +65.0 -I30.0 +65.0 -130-0 -65.0 -127.7 Custom 11.391-1Z016 +860 -130.0 +65-0 -130.0 1+65.0 -130.0 +65A -116.2 +65.0 -98.2 orb 5Z-118" X-Y,% 12077-13.397 t65.0 -130.0 +65.0 -130.0 +85.0 -130J) +650 -1213 +05.0 -1 D4.3 Wl-% 13.393-17.016 +65A -130-0 +65.0 .130.0 +64.0 -imo --eu -130.0 +65,0 .11d.7 SASH WIDTH Custom 17.391-73-397 1+65.0 -130.0 +65,0 -130.0 1+65.0 -120.4 +65,0 -104.8 +65.0 -862 as 60' %-Y% 13.393-15.360 +E5.0 -130.0 +65.0 -130.0 +65.0 -1272 +65.0 -108,2 -65.0 -892 0 g %-)r% 16361-IES41 +KO -130.0 +65.0 -1T.0 +65.0 -130.0 +65.0 -11 A +55.0 A8.5 MEETING RAIL 3 Cus:om 11.391-13.337 +65.0 -119-7 .65.0 -109.6 +65.0 -94.4 +65.0 -BBB +65.0 .75.2 75• Y-Y.-Y, 13398-12-110 +65.0 -130.0 +65.0 -121.2 +650 -1022 +65.0 •91.7 +65.0 -79-3 -y-% 19.111-X641 +E5.0 -13D.0 +65.0 -130.0 +65.0 -121.1 +65.0 -1052 -65.0 A6.4 23 23 Custom 17.641-IS397 +65,O -100.0 +65.0 ­90.4 +85.0 -82-8 +65.0 -75.6 +65.0• _67,3• JAMB eX_R � 9S Y-Y,-% 19.393-242W +EyO -106.9 -65.0 -W.4 +65A A7.B +65.0 -802 +65.0 -70.4 � Pr '/e- -% 24.361-37.641 +650 -13D.0 +fi5.0 -124.2 +55.0 -103.8 «E6.0 -SL7 +6i0 -77.3 Z9.641-3Z515 +65.0 -100.0 +65.0 -90.4 +65.0 -82.8 +fi5.0 -75,6 ♦65.0' -6'73• 120 h-X-'/� 32518-39-641 +65.0 -111.6 +e5.0 -103.0 +65.0 -90-6 +65.0 1-93A +65.0 7D-7 140' Custom •• -39.641 +65.0 -100.0 +65.0 •90.4 +65.0 48ZB +65.0 1.75.6 +65.0' -67.3• --651.70 FOR GLASS TYPES 2&4 SEE TABL'e 19 FOR ANCHORAGE PRODUCT REVISED '•MIN.SASH SI7E=WINDOW WIDTH-60.72 as complying with tho Florida 2 Building Cod. //111111 r/y 7 NOA-No. 17-0411.09 N/V . Revi+cd� art,: Rewion: Exptran.n Dole, 9/2412 0 2 0 ��N•'OCENS.• ��� JR 03/27/17 t+o cHANG=_s 1HIss19ET. By P'• Revised By Ibia: Rerisoe: 67iami-Dad roduet Control No.58705 p Oeranip5a+: Omen BY: NOTES: O•••. SATE F�:'•� DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ��FS7•'•:cLOR10P � � N TO TE E"R OGYD� Tfk Dcta 2)FRAME DIMENSIONS ARE BUCKIDTH AND BUCKHEIGHT(SEE SHEET534).SASH SIZE IS AS PER THE FIGURE. S' G� (g41)-480_IWO HORIZONTAL ROLLER-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE. ���//TONAL EN��` c.arelcHrczon l'6TVIOtATN5S,I1C 4)'114-1/1-1W AND-IM-1/3-1/T INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE r+lllllll AtL Ri0lrrs r6 Series/Nodeh Scale: Sneau pr.sirg No. Rar. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE A.LYNNMILLER P.E. CERT.OF AURI.)429296 HR-5410 NTS 8OF 15 MD-HR5410-01 B I..ImL 705 TABLE 13: Glass T pes Anchor Quantities for XO or OX Windows Max.=AnchGr O.C. Anchor Anchor 1-4 P�ax o .r�"integral- Group F W eight r Spacing for'Integral� Group E Sash 30*Height 36'Height 48'Height 54-Height 30-Height 3F Height 48'Height 5A WidthMaad 2! Head I F o E -7 111 - I Head Reirill Le4l (I Head E Head Head d E Fin"Installation 2 S" 47 sill -1 &sill &sill a sill &sill &sill sill 1.5 Sig R1 Anchor Group A - Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED 25-1/2" 1Z147 I+C2+1 2 1_+C211 3 I+C2+1 3 I+C2+1 3 as complying with the Florida 1+102+11 3 1+C2+1 3 I+C2+1 3 Building Coda 45 28" 13.397 1+C2+1 12 I+CZ+l 31 1+C2+1 13 I+C2+1 13 I+C2+1 12 I+C2+1 131 1+C2+1 13 14C2+1 3 FOR OX WINDOWS(XO SIMILAR): M MOA- .. 17-0411.09 36* 17397 I+C2+1 12 I+C2+1 31 1+C2+1 13 1+ ANCHOMB ROUANTITY C2+1 13 I+C2+1 2 I+C2+1 13 J+C2+1 3 I+CZ�j a PER JA expiration Data 0912412020 397 1+C2+1 12 1 - 42' 20, 1+C2+1 3 +C2+1 I+C211 13 I+C2+1 2 F3 I+C2+1 3:14C2+1 3 1+C2+1 3 By _-_5� f-2+7H+2T3] 48" 23.397 1 I+C2-1 12 1+:a+--, 31 J+C2+1 13 1+02+1 13 I+C2+1 2 I+C2+1 3 + +, 3 AMr,1.1011 QULIMI��. MlamWatla Product Contra 25-1/2' 29.397 24-C2+2T2 2+r-2+2 131 2+C2+2 2+C2+2 2 2+ 2 3 2+C2+L 3 2+C2+2 3 HEAD +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL I+C2+1 AN ILL 60. 2. r_ 13 2+C2+2 3 3 1+G2+1 SATT �. cr ..+2 F3 " +C,+ (2)ANCHORS ATTHrz SASH ADDED NOTE To ANCHOR 75, 2+C2+2 12 +M+ + 2 3 2+C2+2 131 2+C2+2 a TOTAL OF 7 ANCHORS ATT HE HEAD AND 7ANCHORS ATTHE SILL OTY-TABLES, Anchor Group IS Anchor Group D 12.147 1+C2+1 2 1+C2+1 3 1+ +1 3 1+C2+1 3 1+C2+1 2 I+C2+1 3 3 a- +C2+1 SEE ELEVATION,SHEET 1 zU 28" 13,397 I+C2+1 12 I+C2+1 3 I+C2+1 13 I+C2+1 13 I+C2+1 12 1+C2+1 3 1+ -1 r S7fATLION,SHEET I co C2+1 3 I+C2+1 3 v)26, 117.397 1+C2+1 2 I-C2+1 3 1+C2+1 3 I+C2+1 13 I+C2+1 12 1+C2+1 3 I+C2+1 3 I+C2+1 3 STERDE-rAILS.SHEET6 -:;:7+1 11 LID I—+C2+1 1+C2+1 12 11 A C2+1 i4c2+1 2 0 9 m 42� 20.397 1 +C'2+ 3 1+C2+1 a J+C2+1 31 2 I+C2+1 3 3 +c2+i + SEE ELEVATION, _1557_ 3 1 1 1+02+1 3 I+C2+1 3 1+Cz+1 3 SHEET I +�A + +. . SEE 2+C;2+2 2+C2+2- 3 2+C2+2 3 2+ j2+C2+2 3 2+ Of 46- 23.397 I+C'-I+l 1+C2-i 173i;il _9.397 2+C2+2 b2+2 3 2+C�2+ .0 X I ELEVATION, _ ------ 0 C,4 tD X 75' 36,897 2+C2+2 2 2+C2+2 0 e 3 2+C2+2 3 2+C2+2 3 2+C2+ 2 2+C2+1 va ,M - SHEETI HEELING 1111, IL C) SEE TABLE 6 FOR DESIGN PRESS RE REPEAT ANCHOR PATTERN AT SILL LL TABLE14: I U;�2 an: DO 026 -zi Glass Types FOR XOX WINDOWS: Wz_ X< W -N Anchor Quantities fbrX0 or OX Windows F- 1-4 S ANCHOR QUANTITY Sash 30"Height f 36"Height I 48"Height I W Height 30'Heigh I PER JAMB E in — Width FH�Jht 11�Hejh, m 0 Head Head Ile-ad Head Head Head f Head 11.D'ILL INC40R QUANTITY- Uj LL Sill E Reinf.Le%el 0 n) jtj Head I I+C3+2-C3+1 4 &.11 R2 & ATTHESASH .0 "Ill &Siff &SRI &Sill a sli Anchor Grou A A CLUSTER OF(3)ANCHORS CENTERED AT.-HE MEETING RAIL 1- 0 p Anchor Group C .A( (2)ANCHORS AT THE FIXED SECTION z 25-1/2- 12.147 a:2 A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING-RAIL '+C2+' 3 1+C'+l , 1+.2+1 3 _j 0) 1+-271r� I+C2+1 3 7_7 I+C2+1 2 rl+�+`! 31 'a 28* 13.397 1+C2+1 2 -31 (1)ANCHOR AT THE SASH 1+C2+1 3 J�C2+11 3 I+C2+1 T OTAL OF 10 ANCHORS AT TH E H EAD AND 10 ANCHORS Ar TH E SILL z 36" 17.397 — I+C2+1 2 1+C2+1 3 I+C2+1 3 I+C2+1 3 f2f Z 0 0 C) c! X i In —_70.397 Not Allowed I+C2+1 2 11+G2+1 3 1+02+1 3 1+cz+l 3 SEE 42- 48- 23.397 1+C_� +C2+1 3 SEE ELEVA-RON.SHEET I �2 +, 60" 29�397 R. _F_Zj+ _T_2+C2+2 3 SEE ELEVATION.SHEET I z 0 75* 36.897 2+C2+2 T 2�C2+2 3 + 2 < 1+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 2+C2+2 2 2+C2+2 13 2+C2+2- 31 2+E+2 - Anchor Group B I-=ELEVATION, Anchor Group D 1 0 X S SHEET I �+C2+1 2 1+C2+1 3 ov,,25-112- 12.147- 1 _1+C2+i 31 1+ +1 13 1+C2+1 1 3� J+C2+11 13 1+C2+1 3 SEE ly........ "+' 2 + M714..7..LT\ 71397 1+C2+1 2 1 C2+1 3 1+C2+1 13 I+C2+1 3 I+C2+1 SHEETI _28' ELEVATION, — - I+C2+1 3 1+C2+1 3 SEE CLUSTER _�M 36- -i7.397 1+02+1 2 1+C2+1 3 1+C2+1 13--T+—c2+l i+C2 I+C2+1 13 I+C2+1 T—, MEETING RAI DETAILS, No.58705 +1 21 I+C2+1 131 3 . - 1 REPEAT ANCHOR PATTERN AT SILL cc -5-397 l+C2+-1 2 I+C2+1 4 1+C2+1 3 I+C2+1 3 1+C2+1 2 1+C2+1. 3 +C2+1 3 I+C2+1 7 -T, SHEETS 42' 48- 23,397 1 2 -3—I+CZ+l - NOTES- -— I+C2+1 2 I+C2+1 3 +G2+1 3 I+C2+1 3 1+C2+1 2 I+C2+1 13 I+C2+1 .�o S - 3 1)FRAME DIMENSIONS ARE SUCK 2+ 21-2 3 2+C2+2 3 2+C2+2 a '2+C2+2 2 2+C2+2 3 -2+C2+2 3 2+C2+2-- -3 C. Arch AND BUCK HEIGHT(SEE sH 0- WIDTH 60, 29.397 2+C27+2 - Max.Anchor 0. - I ntegra, EETS 3-4). -.4ORIDX.-`�\,V 7F 36.897 2+C2+2 Spacing for"I GmupF SASH SIZE ISAS PER THE FIGURES ON ­......* 0 ­7 2+C2�2 SHEETS NALJ�,%kk, 13 2+C2+2 3 2+C2+2 3 2+C2+2 2 --i+C2+2 /0 - Fin"Installation 4" 2)FOR SIZES NOT&iotYN,ROUND Up MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH EmAXOC 9EETABLE7FOROESIGNPRESSURIE THE NEXT AVAILABLE WIDTH OR NET-TO THE SPACING SHOWN ON THE ELEVATIONS. A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.Ej 58705 _j TABLE 15: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 1-4 Sash Spacing for"Integral- 30"Height 36'Height 48'Height 54'Height 63'Hei[42+C2+2 30'Haight 3S'Height 46-Heigh[ 54"Height 63'Height Fin"Installation Width m Head E Head E Head E Head ItlHeadHead E Head Head Head £ Head E Anchor Anctnr Relnf.LeM:I t ) &Sill &Sill _" &Sill &SDI &Sill8 Sill 1 &SDI &Sill &Sill m &Sill � Group E Group F Anchor Group A Anchor Group C 2.5' 4- PRODUCT REVISED 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 as complying with the Florida Building Code In28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1• 4 1+C2+1 4 t+C3+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOTES: NOA-N, 17-0411.09 1)FRAME DIMENSIONS ARE BUCK 36' 17.397• 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 +C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE Expiration Date 09/2412020 SHEETS 3-4),SASH S&IS AS PER THE 42'� 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+q+1 4 1+C3+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 FlGUREsONSHEETSs�s. , 9yMiami-D a Product Control 48' 23.397 1+C2+T 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+i 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+i 4 2)FORSC�ESNOTSHOVVN,ROUND UP60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 •2+C3+2 4 2+C3+2 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+24 TO THE NEXT AVAILABLEWIDTHHEIGHT 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+2 4 2+C3+2 +C2+2 2 2+C2+2 3 2+G2+2 4 2+C2+2 4 2+CZ+2 4 TABLE DIMENSIONSHOWN ONTHE ADDED NOTE TO ANCHOR QTY_TABLES. Anchor Group B Anchor Group D 3)SEE SHEET 9 FOR A GUIDE TO USING 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 THESE TABLES.28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 4)-114-12-1/4'ANo-in-113--V3' M COm36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 7+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 q 1+C2+1 4 1+C2+1 4 INDICATE THAT THOSE STANDARD WSASH CONFIGURATIONS FALLWfniM W � O Q THE SASH WIDTH RANGE W THE42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > i'u9 O Q)ADJACENTCOLUMN.'CUSTOM' KO48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1C2+1• 2 1+C-+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 INDICATES THAT NO STANDARD SASH �o zw 0 CONFIGURATIONS FALL WITHIN THE N60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2C2+2 2 2+C2+2 3 2+C2+2- 4 2+C2+2 4 2+C2+2 4 - - - -75- 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 � O e5 ^~ .e = TABLE I6- SEETABLE 10FORDESIGN PRESSURE =tLc' ®C7 a'n K Types Anchor Quantities for or OX Windows o W d ~J x Glass T es Max-Anchor O.C. r w v^ �� J Z �o 2-4 Sash Spacing for o>;� a DO r r Width 30-Height 36"Heigh[ 48"Heigh[ 54"HeigM51+04+1 ight 72"Height 30"Height 35"Height 48"Height 54"Height 63"Height 72'Height "Integral-Fin" Z PJ < lt.. Reinf.Le el Qn) Head E Head E Head E- Head E Head E Head E Head E Head E Head E Head - Head E LUO R4 &Sill &Sill O &Sill &SIII °, 8 Sill &Sill &Sill &SiU &Sill &Sill -&sill Anchor Group FAnchor Group AAnchor Group C 3 1" ® Q 25.1/2' i2.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+q+1 4 1+p+1 5 2+C4+1 528' 13.397 1+C2+1 2 '1+C2+1 -1 1+C3+1 4 1+q+1 4 1+C3+1 5 1+C4+1 5 � ~ Z 36' 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 o p O om 42" 20.397 NotAllowed1+C2+1 2 i+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+CA+1 =48" 23.397 -1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 U0ti ZO60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 575' 36.897 2+C2+2 2 2+q+2 3 2+C4+2 q 2+C4+2 4 2+C4+2 5 2+C4+2 5 PAnchor Group D � p1Y LYAnchor Grou B Q25-1/2" 12147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 jd28' 13.397 1-tC2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+02+1 3 1+C3+1 41+q+1 4 1+q+1 5 1+Cq+1 5 � No.587pg36' 17.397 1+C2+1 2 1+C2+1 3 1+q+1 4 1+C4+1 5 1+C4+1 5 1+CZ+1 2 1+C2+i 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+Cq+1 542' 20.397 1+C2+1 2 1+C2+1 3 1+q+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+(',q+1 4 1+C4+1 5 1+C4+1 5 ,70Q; 3� ��1r �,n STATE F" ;-��u q8' 23397 1+C2+1 2 1+q+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 c ...... 60° 29.397 2+C2+2 2 2+q+2 3 2+Cq+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2-+C1+2 2 2+q+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 SG ` 75° 36.897 2+02+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+CQ+2 5 2+C2+2 2 2+q+2 3 2+C4{2 4 2+C4+2 4 2+G1+2 5 2+C4+2 5 ' �O�AL SEE TABLE 11 FOR DESIGN PRESSURE A LYNN MILLER P.E.LL j MINIMUM ANCHOR QUANTITIES SHOWN, A ANCHORAGE MUSTALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. PER 66705 i TABLE 17; Glass Type Anchor Civantitles for XOX Windows 1 Sash 26'Haight. 30'Height 36'Height 48•Height 54"Hei ht BY Height ZrHei hl 3W Fie ht 36•Height 48'Fiei M 54'Hef M 63'Wight Sash Width 9 19 9 9h 9 9 9 9 9 9 9 9 Conflcuratlon Point.Le-I (in) Head 8 Sill Head 8 Silt Head 8 Si8 a Head 8 SI8 Hood&Sill Head 8 S61 Head S SIII m Head 8 Sill Head S SII Head 8 Sill FMad 3 Silt Flead d SIO E PRODUCT REVISED R3 os complyying with the Florida Anchor Group A ' ' Anchor Group C ' ' BulldlnB Coda 36-114" %-%-%. 11.391-11.391 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2-D+C2+1 4 i+C2+D+C2+1 4 1+C2+O+C2+1 4 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2 3+D+C2+t 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+p-C2+1 4 NOl4-No. 17-04'I1.09 38' %-%-Y3 12.309-12308 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 1+p+0-p+1 q Expiration Date 0,9124Y2020 j:-Y.-y 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C241 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+O+C3+1 4 1+p+0+p+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C240+C2+1 3 i+C3+G+C3+1 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4 BY 45 1/8 -y-A 13.398-14.883 1+q+0+C2+1 2 1+C2+0+C2+1 2 1+C2*0+C2+1 3 1+p+O+p+1 4 1+p+p+p+1 4 1+q+D+C3+1 4 1+C2+O+C2+1 2 1+C2+p+C2+1 2 1+C2+O+C2+1 3 1+C3+O+p+1 4 1+p+O+p+1 4 1+C3+O+C3+1 4 Miami: Product control y-y-y 11.391-12.297 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+p+1 3 1+C3+Wp+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 t+CZ+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C,++1 4 t+p+O+p+1 4 1+p+0+C+1 4 47-314' -Yr-% 12296-15.558 1+C2+p+C2+1 2 1fG2+p+C2+1 2 1+C2+p+C2+1 3 1+p+O+C3+i 4 1+C3+0+03t1 4 1+q+0+pr1 4 1+C2+p+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+113 1+C3+O+p+1 4 1+q+0+p+1 4 1+C3+D+C3+1 4 b ADDED NOTE TO ANCHOR ' Cuslom 11.391-12.016 1+C2+2+C2+1 2 1+C2+2+C2+112 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CZ+1 4 7+4+1+C2+1 4 1+C2+1+C7+1 4 4 CITY.TABLES. 52-1/8' y-y-y 12-017-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+G+C3+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 t+p+0+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+C3+0+C3+1 4 1+p+0+p+1 4 1+C3+O+p+1 4 m %-%-Y. 13.398-17.016[2+C2. +0+C1+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 NC3+O+C3+1 4 1+C3+0+p+1 4 1+p+0+C3+t 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+D+p+1 3 1+C3+0+p+1 4 1+q+O+q+1 4 1+C3+OrC3+1 4 to Custom 11.391-13.397 +2+CZ+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 7+C2+2rC2+1 4 1*q+2rp+1 4 1+p+1+qN 4 i+C2+2+C2f1 2 1+C2+2+C2t1 2 1+C2+2•C2+1 3 1+C2+1+CN7 4 7+p+1+p+1 4 1+C3*1+C3+1 4 Z Y m $ 60r to naa '/,-}4-y 13.398-15.360 +2'C2+1 2 1fC2+2+C2+1 2 1+p+2+C2+t 3 1+C3+2+p+1 4 t+q+1+p+1 4 t+prl+pfl 4 ifC2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+p+1 41 1+p+1+q+t 4 1+C3+t+p+1 4 w �- -JS-}i 15.361-19.641 +p+C7.+1 2 1+C2+0+02+1 2 1+p+D+03+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+CZ+1 2 1+p+D+C3+1 3 1+C3+O+p+1 4 1+p+0+p+1 4 1+C3+0-p+1 4 w p O 0 O '/.-%-% 17.141-19.110 +2+C2+1 2 1+C2+2+C2+1 2 1+p+2+C2+1 3 1+C2+2+C2+1 4 1+p+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+p+1+p+1 4 0' ulCI 0 Q O 7S y-y-A 19.111-24.841 +D+C2+1 2 1+p+O+C3+1 2 1+C3+O+p+1 3 1+p+O+p+1 4 1+C.1+O+C4-1 4 1+C4+0+CA+1 4 1+C2+!Mll 2 1+C3+O+C3+1 2 1+p+O+C3+1 3 1+p+O+p+1 4 1+CA+O+C4+1 4 1+C4+O+Gi+1 4 r N are0 to- %-A-ya 27.641-32.516v2+C2+2 2 2+q+2+C2+ 2 2+p+2+C2+2 3 2+C3+2+C3+2 4 1+q+2+C3+1 4 1+C3+2+p+1 4 1+C2+2+p+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p?1+C3+1 4 1+p+1+p+1 4 1+p+t+q+1 4 9C custom 32.517-39.641 C2+2 2 2+p+Q+p+2 2 2+q+0+q+2 3 2+q+0+p+2 4 2+p+0+p+ 4 2+p+0+pf2 4 2+C2+O+C2+ 2 2+q+G+pr 2 2+C3+D+p+2 3 2+q+p+q+ 4 2+p+O+C3+ 4 2+C3+0+C3+ O 120' %-%-A -39.611 2+C2+2+C2+2 2 3+C2+2+C2+ 2 2+G2+2+C2+3 3 2+p+2+p+2 4 2+p+2+C3+2 4 2+p+2tp+ 4 2+C2+2+C2+2 2 2+C2+2+C4+ 2 2+C2+2+C2+2 3 2+C3+2+q+2�4 2+q+2+C3+ 4 2+q+2+p+2 4 Z� Anchor Group B Anchor Group D 3:UJ a 0 U)LIJ , U 35-1/4' Y.-Y.-Y. 11.391-11.391 1+C2+0+C2+1 2 1-C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2-1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+t 4 1+C2+p+C2+1 4 1+C2+D+C2+1 4 LU Z ¢ J O.Nd 38' %-Ya-Y 12308-12308 1+C2+D+CZ+1 2 1+C2+G+C2+1 2 1+G2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+O+C2+1 4 1+=2+ C2+1 4 t+p+0+p+1 4 �,a ED z '/.-y-'/. 11.391-13.397 1+C2+O+CZr1 2 1+C2+O+C2+1 2 i+C2+0+C2+1 3 1+p+O+p+1 4 1+C3+D+p+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+NC3+1 4 1+p+0+C3+1 4 i+p+D+C3+1 4 Z p )— Q' 45-118' LL M-y-Y 13.396-14.683 1+C2+WC2+1 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 14p+0+p+1 4 1+C3+0+p+1 4 1+C3+0+C3+1 4 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+p+1 4 i+C3+0+C3+1 4 1+C3+0+pN 4 J 0 47-3+4' Y h�y 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+D+C3+1 4 1+C3+0+C3+1 6 1+C2+0+CZ+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+q+1 4 1+p+O+C;++1 4 1+C3+O+p+1 4 F, O -y-% IZ298-15.553 1+C2+0+CZ+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C2+0+q+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C3+0+C3+1 4 t+p+0+p+1 4 1+p+D+a+', 4 B N Z Q' Custom 11391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 1+C2+1+C2+1 4 t+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 l+C2+1+C2+1 4 1+C2+1+C241 4 1+C2+1+C2+1 4 ¢ F, : 52-1/8' y-K_y 12.017-13.397 1+CZ+O+C2+1 21+C2+0+CZ+1 2 1+p+0+C3+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 21+C2+0+C2+1 2 1+C3+U+C3+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C2+1 4 m %-Y-% 13.398-17.OiB 1+C2+0+C2+I 21+C2+O+C2+t 2 1+p+Mp+1 3 1+ptOi-q+1 4 1+p+p+p+1 4 1+C3+O+C3+]4 1+C2+OfC2+1 2 1+C2+0+C2+1 2 1+C3+D+p+1 3 t+p+O+p+1 4 1+p+0+p+i 4 ifp+0+C3+1 4 'Q p-' Z� v C%Islun 11.391-13.387 1+C2+2+(2+1 2 1+C2+2+C2+1 2 1+C2f2+C2+1 3 1+(x+1+C2+1 4 1+q+t+q+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 t+C2+1+C2+1 4 1+p+1+C3+1 4 NC3+1+C3+1 4 O N 60' Y.-Y.-Y. 13.398-15 UO 1+C2+1+CZ+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 I+C3+1+p+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+p+1 4 1+C3+1+p+1 4 1+C3+t+p+1 4 U d' -y-% 15.361-19.841 1+C2+Orpt1 2 1+C2+0+C2+1 2 i+p+p+C3+1 3 1+p+O+Cg+i 4 1+p+O+p+t 4 1+q+O+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+CI+D+C3+1 3 1+C3+0- +1 4 1+p+0+C3+1 4 1+C3+0+C3+1 4 U Z 0 '/a-y-y 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+CZ+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 I+C3+1+C3+1 4 1+p+1+C3+1 4 1+C2+2+C2+1 2 i+C2+2+C2r1 2 1+C2+2+C2+1 3 i+CZ+1fC2+1 4 1+C3+1+C3+1 4 1ip+1+p+1 4 ¢ 75' y-%-% 19.111-24.641 1+C2r0+C2+1 2 1+p+O+C3+1 2 1+p+D+C3+1 3 1+p40+p+1 4 1+C4+0+C4+1 4 1+C4+0+W+1 4 1+C2+0+C2+1 2 1+p+D+C3+1 2 1+C3+0+C3+1 3 1+C3+O+p+t 4 1+C4+0+C4+1 4 1+C44O+G4+1 4 anu '=^ae suua BC %-y-% 27.641-32516 2+C2+2+C2+2 2 2+C2+2+C2+2 R 1+C2+2+C242 3 14C3+2rp+1 4 1+C3+1+C3+1 4 1+ 3+1+C3+1 d 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C242+C2+1 3 i+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 Ny LYN,y Custom 32517-39.F41 2tC2+04C2+2 2 2+pro+pr2 2 2+pr0+q+2 3 2+C3+O+p+2 4 2+q+p+p+2 4 2+p+O+C3+2 4 2+C2+O+C2+2 2 2+q=p+p+2 2 2+G3+O+CJ+s 3 2+C3+O+p+2 4 2+p+p+p+ 4 2+C_''+O+C3+2 4 '� 'uCENS-'�z( a F-, � ; 120' -y_/s 39,611 2+C2+24C2*2 2 2+C2+2+C2+ 2 2+C2+2+C2+2 3 2+C3+2+q+2 4 2+C3+2rp+2 4 2+C3+2+C1+ 4 2+C2+2+C2+ 2 2+C2+2fC2+ 2 2+C2+2+C2+ 3 2+C3+2+p.2 4 2+p+2r 3+2 4 M2+q+2 1MN00`N WIDTH-40.72 SEE TABLE 8 FOR DESIGN PRESSURE _C ': No.58705 MIN.SASH SIZE= 2 _ 'I * ; NOTES; _'0:��''�-1� Max.Anchortegr Anchor Anohof 1)USETHESETABLESFORALLWINDOWSINSTALLEDTHROU`HTHEFRAMEORINTEGRALFIN. Spacing for"In Group Group 2)FRAMEDIMENSIONS ARE SUCKWIDTHAND SUCK HEIGHT SEESHEE7S3-4).SASH SIZE ISASPERTHEFIGURE. � '• gjJ1 6 �= rC/C 3)FOR SIZES NOT SHOWN ROUND UP TO THE NEXT AVAII ABLE WIDTH OR HEIGHT DIMENSION SHOWI4 ON THE TABLE. i�CCS1•••:�CORIDP,.•'N��: ) Fin"Installation 23^ 4^ NTHEADACENTCOLUMN.lC SOTIUTE THAT THOSE OM"NDIICCATESTHATTNOSTANDARDDSASH SASH ICONFIGUUNS RATIO SFALLWITHTHIN INTHERANGE ASH WIDTH � ',,ZON— 0 ,\� I A.LY MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E_gEY,5870TIONS. P.E. ra i I ORAGE MUST ALSD COMPLY VA'7H THE Mom'O.G.SPACING SHOWN ON THE EtFtATIDHS. , SS'HeiHM �•Ha9µ MINIMUM FNCHOR OUANTtTiES SHO'NN. ALL AN Haight Ha9ht a a pllchprpu6ntidesforXOXwndowsV vidgght t aSid l+aadasal p•Height 24'HatHM a Haad a sl< ta. �•�f't a a HaaaaSltt � taaeasm � Readysm � - PRODUCT REVISED TABLE aB"Halght with tho Ftodda 3o'Height 9hi a Head a SDI Anchor Group C +C2+0*Q+1 d �omPtYin9 Glasa TYPO sash 24`HaiHM Head&S!I Hoad a Sig +q*O+C2+i 2 laC2+0+Gx+,�3 1 4A,+, NO1 a i+q+0+C3+t 4 euitd{n9 Code'17-04'11.09 2.4 Sash Walt + Haad a SiB {+U+O* tyead&S9t � Head 6 sBi � +D+CS+i z 1 «G2+p+e2+ Gt`;4 n-t+a , C+Att9urallon sa%a Or) MchorGrouP O+CZ+i 0.i,C2+p+G2+i A 1aC2a�q+!4 i+Q+C+C2+i z iwQa0+C2+t 2»C2 mat 3 i+C5a6+C3*t A t+ 0'pC Expiratl nDaeo 09J2 WIL Lmal { 3 1+Q+ C2w0+C2+t 4 1,C3wD q,0� +! 2 S+Q+O+GL+y 2 1+C2* 3 S+q+0+C3+7 a i'J 1 2 NQ#G2+1 2 1aC2+O+C2+ tt a}+ 1+C2+p«C2+1 2 i+C2+ + O+Ca+1 A t+ DaC2+1 q+1 4 irC3+,0 C3+ 1+C2+D«C2+ y 2 I+CLw0+t2+7 3 7+C2ao+C2 7 4 t+C3aD+G3+i a i C6+0+�f 4 ytG2+0+Q+i 2 h-Ys^./s 1t.39f-1i.341 7 2 l+C2#C2a +7 S 1aG3+p+C3+ D+C2-t 2 NQ#CZat 3 5+C3+0+ 1 4 1aU#U+' 35-tla• 7y:OB 1+C2+O+C2+ aD+C2+4 2 t+D2•paC� *p+o+q*5 4 1+C3+ +C2a0+.Q+1 2 t+Q+ a1 9{+C9+D+q+S A 5+C3*O+C3+ +U-O+U*1 M de Px'o CH R lam auc! rx 38' iL=fs-Yi 12368- +DrC2+! 2 1wQ �t 3 y+ga0+C3+1 4 7 tO+Cd+7 4 7 +t�p�+5 2 t+QaO+�c �t+C2 i 4 7+tom#C3+1 4 f+U t 4 1tC2+a+C2+1 2 1 +paO+G{+!3 i+q+0+p+7 A}aU+OwGt ti + +O+Uri 4 a p—NOTETOLES. f 1i.39t-t3•� ytC2#C2+1 2 S+C2: +7 2 1 A l+U+O+CA+S 4}Dd AD 44.683 ,+C2+MC2+1 2 + +O+C1a}2 y+C2+D+C2+t 3 taq+O+C3+1 q iwgt0+G3rt A,+q+0+C3' laC2aQ+t'x+i 2 i+G2+tHG2 a0+p+t 3}+C3+O+G3+i ap+Gf+i 4 OTY.T 65-118' �_�_+/y 13.39a- pwC2w1 2 i G2 w5 3 1+p+0''C3* aOaCA+t is G2+p.C2+i 2 1+q 1 4 1wC4+D+U+i d I+CA — laC2+0,G2.{2 t+ !+U+b+C4`i A l+CA y<-Yi-� ii.391-t229T l+G2+ c2*o"G2 ,Cq,o.ca«i G2+w 7 2,a�aQ+t z i+ +q +D*p+7 4 Q* +1 3 1+ aT.3ta" Y-sf++� 12293-S5�B t+C2+°"CZ+t z , +p+q t•q !a 1+c4+D+C4at 4 7 { +CS+!a + +laq*i d - T � m 1 2 7+q*Dagri 3 taC3+0+C3* +7 4 1+prh0+U+1 a 1+ +S 2 1+G2+2+Q+1 1tG2 --- 1t.391-i2Dib h+C2*OaQ+ y+C2a0+C2+ {3{+C3a0+C3ai a t+Gi+0+C4 yaG2a24C2 + 3 1+ Custom paC2+i 2 2 ataG2+i 3{+p+t C5+7 4 t''�3a1«p+tat+U+O+U+i d W tC) t+C1+ a 1,C3a•2+pat a iwC2+5aC2+i 2 1+C2+1+C2+1 2 1tq+�C y+UaO+CA+7 4 i+C4+0*' S 4 1+ 2+G3+7 4 0 p =h-n 12057-l3 EaT 1 2,*q O+q` 1 d 5+p+2+C3*1 1 3 - 52-ila' 1 yy,Dib 7rC2+0+C2+i 2 t+Q+6+C2+ {+G2+2+C2+t 3 1aq+2+C3+ agwt 4 taC3+2+C3wf 4 S 11.301-13.397 taC2+ +,C2+1 2 t+Q«2*C2+7 3 1+q+2+pa,4 it�U+1 4 1+Ur0aU+7 4 y+C2.2 Q+1 2 i+Q*2.Ct+i 2 1��+2�;3 t-C3w�1 4 1�tB+CA+1 d�aC3+2+C3+'� j o� C' a �•�./, t3.399- 2aC2+7 2 ttC2+z+G2+i z 2 {dtstam U+1 0. +C2+1 2 Q+t 2 + S a t+q« SrC2+i 2 5+C2 2 +1 2 1+p#qai 3 taU# q+1 4 iaC3+3+C3*1 4 }+C2+2* 13.39B-t5.36^ 1+C2+ +D+Q +C3+1 4 1«C3+4+ 4 7+C2*2 C2 i 2 !2 t+p*O+gtt 3 1tC4+0+fA«t 4 7+U !-0 7+q+2+q*t d 4� z -7 m Y=h- 15.361-f9.64{ i+C2*0*G2+'{ 2 t+C2 +q+ +1 3 t+q+-0 3 tom!4}aC3+2+C3+t + + g+q+ b 1*C3+3+C3+ T r- r 1 2 5 M'a Art 4 trq++ a }+G2+p+C2+1 2 1+q+0+q+ + 2 7aC2+3+C2+ 7 3 lap+3+ OaU*t laQa3+C2+1 2 t+Q+3aC2+i 3 1+C3* 4 i+U+ C3+3+C3+1 4 l+ga3+C3+7 4CQ !yp 17.397-1g,397 t'xC2+3*C2 1 2 i+G2+3+C2wi 2 t*C2+3+Q*' Cl+D+CA«t A I+U+OaU+ 5wQ+3wC2rt 2 2 ttC2+3+C2«S 3 1+ _ Cas a3*Qa +p+C3+1 3 i+ tC3t4+pri a i+q+3+G3+1 6 2�1 2 i+pt3+C2*7 y 3 1+C3+2aq+t A S+C3+2 t,C3+2+ 7+C3+2+q+ {3.39a-i9.ri0 1+G2 +1 2 S+C3 + +4+C3+1 4 7 +4+C3+1 4 1+C3a3+C3+i A t+C2++ rG2*2+02+ 4 2+C3+3+tom+ 4 2+q+2+qa TT �'fi''/• t+C2+D+Qt1 2 taC3+0+C3+ lwQ+dra+t 3 1 q rt 2 taQt2rC2+7 2 1 t3+C3+ 1 ++.G2+ 3 2+C' 2ap+ 4 2+t:i+2+C3* U[�3� z¢ W,•a+p ^�-'/s 19.515-24.6at xt 2 1+C2aaaC21 2 3 7+p+d+gat 4 1 t1 4 }+C2+2*G2 _ _ _ 59.387 7+G2a4+C2 i b t+C3+2aC3 2+C2+3+C2+ 2 2+C2*3+C2+ 2 2+C2*- -+3+ LU Custom t7.6N- i+G2+3+C2+,2,+C'.*4+C2+!2,+C2«4*a*7 a 7,C3+2tC3+ 4 rp+3+C3+2 4 a3tC2+ + Z 3 2+C3+3ap* G2+3aC2+2 2 2+C2 th,f t9.398-24.3� +G2a3+r,•2+ 2 2+C2+3 C2' aC3+ A 2+C3+3aq+ 4 2+C3.2rC3+2 4 2tG2+2+G2+ 2 2+ wC2+3+C2+ 3 2+C+ C3« 4 2+p+s+q+ A 2+c3+,2+q« a 2*CJ+3+'C3* 9G 2tQ+3+C2+2 2 2 +2 2 2+C2.d+C2+2 3 2+qr4 2 2wC2,3+C2r2 2 2 Al�rGropP p ap�q.r!A i+CZ+7F+C2+7 A . _ �.Z< � 24.36t-34.644 +2 2 2aC2+4+C2 t 4 T T" )i-af'h G2+4+C2 4+Qa3 2 3+C2+d•C2a3 3 2+q*4+C3 a�'a+�+2 4 2+C3+'•+p 2 2+'aa3+C2+ 3 1+C2+0'C2+1;A taG2 U a � =� 29.641.3LSt5 2* +C2+4+C2:3 3 2+C3+4+C3+ - t 2 5+G2+OaC2wt +C2+3+C1+2 2 3+C2+ ap+Cp+t 2 irC2tOwC2' a0+G2«t 3 7+G2t0+C2ti}4 t+Q*OtC2*7 A;*���7 4 }r- j 3Z54fi-39.64} 2 a Gza3 2 2 +t a 720" 'h_ya-X .39.E41 2+C2+d+Lc+2 2 3+C2+a Anchor--ap aC2t1 4 taC2«OwC2+i 4 j a t+C2,6+C2+1 2 f+Q+0+C2a1 2 j�w�gat 3 1+C3+Wpw!4 i+�q"i tgaO+Qrt a m Z � t i!) 1a0' Custom ri 2 5wC2*0*C2tt 3 q+p+C2r,4 5 C3 DAM a i+tc:2+ C2+1 2 1.Q'•a+C2+ 1 2 1+C2#GL +1 4 1+ 5 2 1+C2+0+CZrt 3 y,gaD+p+,d +CLr0+C2+ C2tt 2}+C2+0*C2+7 3 1wQ+00 tC+t 4 iagaWq«I A i+U+ G2ri 2 t,C2+OwC2. +ga0rq+1 4 tr pa0tC3*i 4 t•U+Ot h X'h 1t.39i-11.341 1 at 2 t+G2+0+ +�+t 3 t+C3+ +C3+O+C3at 4 1+C2+0+ +D�,+1 2 i+aa0+C2+t 3 i A t+C3rD+C3+i A,+C3+35-1:A t2300-72�0 t+G2`0*C2 D+C3+1 4 1 +y y t+C2 3B" y-'/'=h y+C2+0*C2+1 2 trG2wD*Q+5 2{�+O+C2+/ 3 i+C3+O+C3+tat+q*D+q*,4 y+CA+O+CA+i a 1+C2+0'C2 t 2 iaCt+C+G2+1 2 t+C2a0aG2t7 3 1a�r0+G3-1 A 1+C4+6wCfi+!A 1+U+0*U+i� < � (,}�t7 . %+- f 14.391-i3.3aT +O+CL+1 2 1+C2+O+C2+t 2 1 wq+,pt.C3+1 4 i+�''+aC3+i d 1+C3+fl+C3+1 4 t+ +t 2 t+CZ+0aC2ai 2 t+gt0+C3ai 3 i+q�+p+i U*0'+Utt 4 i+C4a0*Ca 3! ;}+ + 4 0 AS-i7S 13.398-14,683 1rC2 }+Giap,C3+ i C K-Yy-ys 1 2 1+C2«O+C2 i 3 tap+D+C3wt A t+C3+ b t+U+p+Gtt1 A i* trC2+O+C2+ t+�#Q+i z y+G2*O+Q+ t 4 1+U+D+Ca+i {a iwC2a0+Q+i 2 S+C2+O+C2 t 2 �pw{3 i d i+C'+i C3at 4 W (h+1 A 77.391.1223T i.C2+D+C2 1 3 i+L'at0*C3+ +t d IwCA+D•CR+ +Cz+0+C2+i 2 1rC3+ 1 r7 3 y+C3+2tC3+t 4 1rC3+2+C3+i 67.316' /Y_h 12298-15.558 +1 2 G2+D+C2+1 2{ + p,pt+ a i+C2+ + +!2 lrQa2+C2 1 aq` tt.39t-12Dt6 t+C2+0+ +Q+�a+t 2 1+C3 p+1 A HC4+OwU* i+Q+l+C2+1 2 t+Q+2 C2 qwi+q+1 3 1+C3+ttC3+ + 0.1+U+D+U t 4 •sap Gustcm i+�+p+C2+t 2 1 .fpat 4 1tC3t2+C3*i q iaC2+NC2+i 2 1«C2+1aC2+i 2 1+ irCA+OrU+!4 t+G+O+U 7 Z � �_,� t2017-i3.39T at 2 7«C2rQtC2+i 2 iaC2+z+Cz 1 3 1*C3++z qt1 a iaG3+2 +p+5 a +p•0+C3+,3 G3+2•C3+i a taC3+2* q+t 4 tilt � 521tB Y H46 taC2+0+C2 !2 5 p+C2ri 2 t+C2+t»C2+,2, +t 3 1tC3*3+C3+t a 1+ i ¢ i till a K.�.h 13.398-,J-397 1+C2*2a�+i 2 i+G2+2+C2* +y 3 t+C5+2+q+i a l+qw1+C3+1 a taq+1 + A {aC2+ 2+G2+1 z i+Q+2+G2 +i a 1+C3+2+q*i a,+q•z�q+ `.�`�NY LYrVy�'�.� i 1 2 1+G2w2+Q +MU+i d t+U+D+U 5 +1 2 t+C2+ +C2+5 3 1+C3*2+C3 1 4 4+U+0*Ca+ S. ,�topt 17.391-i3, t'x+t 2 i+C2*2+C2+ {3/tU*O+U+t a 1+U i 4 HQ+2+a {+U+O+C-0+ 1 4 w��,��•:• tGENg•' 73.398-55.36D i+C2«t+ t 2 1+G3+O+q* 3+p+{4 i,C3+2+C3+t A yaC2+2+G2r7 2 taQ*2wC2+i 2 7+C2+2 tt;4 Y.=h 2+, 2 taC2+O+C2+ ai 4 f+q+ p+gat 2 1+l 3 6+q+1 3 1+C4 D+CS {d tapa2+C3+}a m 15.36i-Sg.64I itC2+tNC lrC2r3+C2rt 2 1+C2a3+Cz+t 3 t+C3+3+ t 4 laC3r2+q*,4 1+G3+2+C3+ y 2{tC3+ 3,cC2r1 3 i+G3r3+C3+t 4 i+C3+3+' 7 6 t«C3+2+C3+t A }S-Ya-Y w2+C2+i 2 +Q+1 3 i+C3+3 t d 7,U+D+C4a5 4 NC2+O+C2+1 2 1+L2+3+Q*1 2 t+Q+ .C3+1 A t*q*2 � Gustcm 11.991-53.39T 1+G2 2+C2+!2 1+C23 3 1+Oi 3+U+A A i«U+O+Ca 1 p+3+q+i 4 NC2+2tC2+ 1 2 Nq+3+G2+1 31+C3+3' +2+�,+a1 a}+C3+ ,G2+2+G2+t 2 i +1 2 taC3+0*C3*1 +.p+3+C3+i 4{+ +C2+3+C2+ 7 3 1,C3+2•C3+i A i+q 7 �' TS j=h=� 13.398-14.71®t r3*C3+t A 7 !4 iaC2+2aC2+t 2 t w�±1 2 7,C2+2+C2+ 4 2+C3+2+C3+ 4 2+q+2+p+ 4 --D'. 7 ,9.ii1-24.64t taC2+0+C2 + C2 1 2 7+C2 3+ C3+y 4 7+C2t2+C2r} 2 7+C2 2 4 2+�+2*q t +3+C2+! 2 t+C2 3+ w +3+C3r7 4 Yx=h-K Qr3aC2+t 3 t+p ,A/tq+2+ + 2 2+Qt3aC2t2 2 2aC2+3.C2+ +p+2+p* A +CSwt z iw +q+2+C3* 2aC3+2+q+ Custom fT.66t-1B7 5*C2 + 2{+G2+3 +2 3 1+C3+2,p3+t 4 5 a 2+p,2,C3+2 NPRESS R . C2+3+C2'I 2aC2*2*C2+ 2 2+C2+2+C2r 2 2+C2a3aC2a2 3 2 +3+Q ;2+C3+2aC3* q 2+q _ '{+-y^y 19,39a-24.350 i+ t 2 2*C2+2+G2+ 2 2«C2 3 2+q+3aq+ 4 2+q+3wq+ 4 2+pa2+C3t2 d 2aC2+3+G2.2 2 2+C2^'3rC2r2 3 2+q«3+q'S�TABt.EBFOR DESiG t2+ 90 24.361-3t.84t t+G2.2+C2 1 + + 2 2+C2+3+C2+2 +2 4 2+G3.2+C3' C2+2 2 U E +C2w3,C2+2 2 2+G2+3 CZ +3+Q+2 3 2*pt3+C3 3+3+C3+ 4 2+C3a2+C3+2 a 2aC2+2+ A -� 29.84t-3L515 3+C2+ 2 2+C2 EORitdiE.GfW-FIN. +C2+3+C2r2 2 2+L2+ +G2+3+Qt2 3 2+C3r3+C3+2 4 2+C THROUGH THE FRAM'SASHStZEiSASPERTHEFlGURE- t lttt LYNN MILLER.P.E 120• h+fy:h 32556-39.641 3aC2+2 2 2 Np_ S: SEE SHEETS SION SHOWN ON'SHE TABt.E PEn58T05 •34.6at 2+C2+3+C2+2 22*C2t F RALL WiNDOYYS tNST%LEA SA! WIDTH RANGE Custom 1}USE THESE TABLES A BUCK AND BUCKkAVN OLE WIDTH ORHEIGHT pnat4 FALL V/fTFi�THE THE RANGE. . 14a* 2)FRAME DIMENSIONS ARE CONFlGURA i14-SIZES AND 13• !GATES THAT NO STANDARD SASH CONFIGURAT10N5 FAtJ- i !!S-tf3'N DiOAT,THAT THOSE STANDARD SAS W14�W� y)FOR SIZES NOT SHOWN,ROUND UP TO THE DJACEhT CO UW,'CUSTOM'INO gnoiro� ••MIN.SASH SIZE^ 2 NTHEA t- tdax•Anehot O.C.SPacio9 tar troypE r tP ^mu,yral•Fin" installation z• a.T• 3 U97 ` i\3}t'd.9 0 LB9 - '30Nt =FNIHL AlV S NOH11 N NNAIY 3NYH HLOly, 1 :NOD keys O9VON.Ls ONlYHl s31tl01ONI.WOLsno.-NW1lO0.LNa-r rCV 3HLNI 3HNtWiYSNOM 3S011tl23 M ZG'ps - d�oSd.inwoZstlHH V 1g G l . .L11i 1 311 .NONAOHSNOISN3WO.LHJ13H8OH10MMEVlIVAtl /.tr l y0 u 811cumsu t.Uw Mis am.Ns�� ciI, 32fO ld 3F1 Ha 5d St 32lS HSVS'( -XN3KLO.Ldlallo s.LoN 43ZIS 20d(E Z ....... WIRWS 33S)11,19m4 NOna ONV WOLM)ofs 3iV st701SNawla 3tSV1d(Z - 07M IW tPt6uped$•a•O�o auV-xe VJ3ZISHStSN i ti��•,-"d41210jy••,s�` - 'NI3Mf031N!k!O3f4tlk!_f 3HG Hfl11021H1 O3Td1SNl SMOONIM llY 210d S31sV13S3FLL 3si1IL 31insgeNd NOIS3O 210d ZL 31sY1338 .S3'lON _ ^•;,m::-`r(rt { b +ylaEa}+j.Z b +taaf+ba+2 Y Z+NJab:baK E *fa+b+fa+Z Z Z+Za++ - 7 �'•+ '��' G ZaK Z *Za+C,Ta+Z Y Zalr,�+E+yO+Z p L+yeah+tb+Z b ,4j,brPa+Z£ Z+p+brf0«C Z Z,Za+b+Za,Z Z Zrij+C+ o qrZ 144'6E- .. tuelsr>J APt *£._...�X yl Ei•_ P Za}+J+Z,yJK b rbO+E,YJrZ 4�+YJ+GraOrZ£ ,q+f+£O+Z Z 2+Z:r+^c+ZaK Z Z+b+£+ZO+Z Y Z+NJ+Ertl+Z Y Z+yO+E+ J b Z+aaaf.ba+i 4 ,bO.f+t7K b Z+ tO+Z 4 +yJap.tS+.Z E Z+q+4+CO+E Z Z+Zaab+ZarZ Z Z+ZJ+E+yO+Z LPe'6f•9l9'ZE %-�j(-� • SOLBS ON •�1 q+taYJaZ E +q+b+q«Z Z Zap+EaZOK 2 *ZO+fKO+Z b Z+bO+f+4aat 4 Lr t�•. •;a b t+40•Z+YJaF Y 1+ba+z+Y.}+L t(2*YJ+C+Pa+Z E •q+Caq.y Z Z+bK,Za+Z Z +b+Z+2aaZ P tr p*P+YJ+Z P .YJ*g,p�.Z E Z+p+a+q«Z Z L+ZJabrzO+Z Z Z+Zax_,Z,t+ StS•Z£-tp9'8L �SN300 '�'1 . b l*baaE+ba+t h L+trarC+ba*L 4�l+tO+b+pO+t f t+p+Gq+l 2 }*2a.E+ZO+ baaZ+YJ+t b Z,aa+C+YJ+Z p +ga+C+4a«Z f Z+gaC+p+Z Z Z+b+C+ZO+Z Z Z+ TaK Lt9'L[-t9E'bZ %-Y- LjiN.......�.,i•O�`` ~ b t+YJ*£+ba+t v L+YJ+P+YJ+i b {+YJra+ba+t a l+ l Z}+ZOag+2.7+5 b 1aYJ+5+NJ+l 4 1+YJ+t+t9+l b i+ Zaef* $(-%(-,( 'L111 N���`'+11t�ti P t,p.G p+Wq+4 Z C+ZO+T+Za+t 2 L+TOK+q+I b LapO,brYJ+t b l+ba+4+Ny+l b I+YJrS+YJ+1 E t�r4+q+t Z LaZ7+Y.20+i Z t+Za+£+yO+t 08f'pZ-88f'OL l-1! sfi SO+I Y NSaw+sari b l+Sa+Q+Sa+I E 1+yJ+0*YJ+1 Z I+YJ+p+bO*F Z t+ t b+q*L Z LrZa+p,q+t Z L+ZO+E+Za+} 1GE"Bl-l49'LL wo{sr0 <nce Dom. fll/e b taYJaZ+baat h l+ba+E:YJ+t 4 t+YJ+£+ba+l E L+pa+ q''O+E:irt b i+Sa+O+SJ+i p t+Sa+Orq+t 4 L+%}+O+SO+t E t+ S � D tr l+Ya+E+bOrl p NYJ+E+ C q+l Z L+TO+E+Za•I Z LrbrZ+q,L b L+YJ+Zr Paw*ba+L Z t+Y,7+D+lrJ+i Z 1ap�prq+i lP9'PZ-Lt t'6 t, q+I P i+YJ,C*10+1 E trpa£+q+t Z t+ Part b L+YJ+f.YJ+t 4 4aYJ+£aba+l E 1+f0+E•£a+L Z L+2arE+ZOrI 2 laZaaEKa+l 0tl'fil•B8E'El %-T/,-� SL La+E+Za+l Z t+TO,2+ia«! b t+iry+E+tra+1 b t,YJ+4+40+1 b L+tO+P+PO+i C t+£arprq,t Z t+b*E+Z,j.t Z L+ZarE. Z s�co pe DI��--I y� m�i-c�Oi 4bPbb tLItl++++a5YbSt'JOJjOww«Kro1•++*+SYbYSaJajO+++«+t31LI 4bbbY tlEit++*++SYYpSaJ;O)+++ro0Oi.+++5Y}S;Jaal++a+.ttlt bbtra(ti4++++YPSYJO3aw+++Oz0«a++4YYS0J�a+,aattiL EEaC tlt}a,++ppgbO.+K+pppa+++pE qaaa++/ttt ZLzZ L/t}++++qpZf;a}.++++O00z0+++++pqfZp+1ttt1 ZZZzZ Ll{LL+a+++ZZbgMaa+,araOOO z++++ZZZLaa'aJ++r++aLtLi1, 8Sbbp0OOaawwr+aZ0Z+.+*«gSpYNajaJJr+++++ttItL 4bpppme O +ZO+Z+Za,Oz Z p-Op+l Z G+pC tLLlL+++++sYh9pJaaaa+r+++OpZZO+++++SSYlYOJJO?+++++}I1iL 4trbpb t1i}L+++++YYLYs0JJJaw++a+0Zpz+,+,+pLbSYOaaOa+r++al iiIl£EEEE tLtLt+++++pCpEbaOa+++K+OpZO+++,+pqqbqa+++++ltllt ZZZZz tLt1I,,+++ZgTgp OawwaKwZr++++ pZqqq:}a++*+tLLtt ZZZZZ 1LtLL+++++2ZZzZ 0O;OaIww++t ZZRK++.+bbZ bZaaa,a+•,.t1ttLt 18L0L4881P9O0E£9Ef-"'"''EL£S6EILtCLL-•----L8BCtl66t96fiOE£E£EZ'''''fSE1Lt1lLLL [%�/%ww�(----ooy�by;ls(s-p---ro%%��} .pA.0 Z9 S _nc^ 41+pw+gal 4lrq+papal b 1+q+0+ l b l+sa+O+Sa+{ 4 LaYJw+4aal f tapap+pal Z Np.O+p,}Z trZJ+D+Za+i eIRZL-lfiE'li wolsrrJ 5'e1 .� „7 q+t E 1Ka+0+Ca+i Z Lrq+0+p+1 Z i+Z7+0+Zaal b t+q+p.q.1 4 1+q+D+q+t tr}+p+0apai E t+pw«p+L Z l+gw+EJ+I Z 1+Za,0+Zarl 9SS'St-96Z'Zl {aba+O+ba+L 4 L+YJ+O•ba+t b i+tJw+'JJ+I C l+gapap«L Z l+pw+q+L i L«z:7*0+2a+; !•L+YJw+YJ+}b I+YJ+O+}O+}b laY0+0+YJtl E l+qw+ -�-� .41E Lb 1+£aw+q+t Z 1+bw+Za+E Z t+ q+l Z laEaw+q+l Z l*Zaw+2O+l L6Z"zl-i6E'Lt Q F77 { b l+bO+O+4a. Z:3*G+Za+E p t*q+0+q+t P N£O+paq+t t L+q+Oap+t f L+q.D+p+L 2 L+'c,a+O+Za•t 2 t+ZO+O+ZJ+I f89'YL-B6E'EL TI �j > O m Z j L 4 l+baro+YJ+I b L+YJw+tO+l f lapw,p+l Z i+b.p+Za+l Z 1+b+0,Zarl p t+YJro+YJaL 4 l+ YJ+I C 1+q+0+p:1 Z l+Zaw, Y-�-Y .811-sP D. ro � v b L+p+p+grt>t,q+0+q+i tr t*Eaw+p+!E t•Za+O+b+t Z L+ q t�J+O+aar1 P trL'J.O+ Za+l Z t+Z:l+0+Z0+1 18E'EF-16E'li{ bw+bK Z I+ZOw+ZO+t b t+pap+ +[t t+E�10ap+L tr t+p+p+q+ E t+Za �-Z-t b l+Za+O+b+i b l«D+p+(-a+t P L+Zawat;I+l E}+ZJ+p+Za+t Z}+2a+0aZJ+1 Z l+Za+p+Ta+t 6 1+20w+Za+t t 1,Za+p+b+ L ZO+p+Za«L i L+SJ+O.Z,7+L BCE'ZL-80fZL �('y-y( .9E (p F-=i a o 0 dna.J mLptLy ! 4 t+Zaw+b*t E L+ZJwaZO+t Z t+Za+p+Za+F Z 1*Z'Ow+Za+i i6a tt-S6E'tt X'3'i-f( .P/t-ST M x b +YJ+E+yj+Z h +ba+E+YJ+Z b ZtYJ+b+YJ+Z E +p+b+p+Z Z Z+q+WTJrZ Z +baE+LaK stlnafl io�puy Q avwn p r O b rbarZ+yJ+Z 4 +YJ+EaPO+Z b +yJ+E+yJ,Z E *Ea.Lv*"aaZ Z Z+Z3+f:+TaK 2 +Za+£aZa+Z 14H'6£- woisia Apt b +PO+E+YJK Y +ba+b+ba+Z Y Z.Y-3-4-JrZ E +Ea+b+q+Z Z +b+baZa+Z Z +Za+£+ZOK L m-Oi N O7 b t*YJ+Z+ba+l b t+10+Z.YJ+I b Z+bO+C+pa+T£ +q+E+p*Z Z Z. Lb8'6E-919ZE � '� core m o �{ NJ*f+YJ+t b NYJaEr ZO+EVZa+Z T +Z^J+z*Za+Z StS'ZE-469'6Z %-�-yt .OZt O A c C7 b t+ YJ+t P l*YJ+Y+P3rt E t+q+b+fa+F Z t*Za+E+Za+t Z t+za+£+ZJa} M,M-t9f'bz O O o H %t'1 p L+YJ+EaYJ+}4 L+lO+p+tO,i 4 Ntra+b+yJ+}E Lrq+4+p+t Z L+b+baZa+l Z Rcr. b l+SOawaZ++StOa++lI b 1 l + 'Z1--R4469"'L6O 0 m +ia+E+Za+L t umistp .96 ' N +p+pp+} L6C'6 cn p L+P:1+E+YJ«t t l+yJ+eryJ+i E l+q+f+p,l z t+Za+E+z0,1 z t,za+ lb9'Yz-Lt t'6t Y-S'L-X 07 � (Z t,ta£b0+1 at E I+q.C+ b+Cz++Z2aa++}l Rt t'61-g6E'E1 S1 b laSa.WSJ+I 4 1+SawaSa+l b L+S7+p+gjtt E t*4aw+}art Z L+pw A9 tq.t Z t+ZJ+O+Za+1 L6C'Et•46£'}L U— tr 4.ta+L+ba+L t 4+bJ+i+YJ+L b t*YJ+Z+ba+l E L+p+Ztpal Z L+qaZ+T,a+L Z LrZO+Z+paL tw%-l9E'SL 'S3lSV1:ll0; t t+tO+Z+YJ+i a i+b0+i+pa+G p trt3+Z+ PaL10Ab1ON 09C'9L-R6E'ft .'+/. YJ+t E 1+q+Z+q+t Z t+p HOHOMl 0131ON 03Ot7'd,a p iayj+pat+jaL +Z+Za+t Z L+za+z+zD.; i(`y p laYJw•YJ,L b}*ba+O+yJ+I E L+Eaw+c^O•l Z L+CJ+O 16C'£1-MCII. ugisrp `o +pal Z I+b+o+Za+L � Y LrS0+0+5}+1 b t*Sa+p.S,}+1 p 4+y}+O+YJ+4£2+Ca*B+Ea+t Z 1+q+0,p+1 Z t+Za+OaZa+G 910'L1.-ROE'Ct a IoguoO yonpo�o wei 4 t+Sa+O.SJ+I b 4*Saw+SJ*4 b l+C0,0- +t C tagw+q+l Z L+ avcL-acra j(-�-% .91t-zS g Y F+p+4+q+i b t+q+p+p+ I:ZaM+ZO+} - 9t0'ZL-LCE'Lt w.q ro l Y i+q.p.p+1 E tap+Daq+t Z 4+gw+p+L Z 1+ZOwKa+E OZOZ(yZ160 o7e¢uoRealdz3 b L*YJ.p+ba*L P NPaap.YJ+L Y t+40+0+ya+l E l*Ea+O+q+}Z t+q+O+Eaat Z t+Za+O+ta+} 8Sg•SL-Paz I r/,-%-5' 4 t.p+0rq,t h l*p.R.p+4 Y L*E0+0,p+1 f 6 ltgro+q,l Z L+ tfiZZt`t6E-Lt -ptEtP Z L*b+OrZa+t(YL4b0`LL• ""ON b L•YJ+D.YJ•! P I+POap+PO+L t L+taW+tart E i+q+0+gat 2 4+ E89'41-RfiC'El %- -y �Wj Cw!PI!nS .811Sfr QPFlold ay1 41lM 6q A dwoo 6Q Za+0+Z0+1 Z 1+TO+O+zo+t L6E'CL-L6E-Lt y-y-�a�sln�a t�naoaa b t+q�0+q+1 b t+q+p+q.4 b Np+p,p*t E L+gw+ba{L L*bw+gal Z 1+zaro+za+l b I+ZOw+b«i 4 4+ZawrZa+i tr lab+D+Za+i f t+ZOw«20«! Z i+ia+prb+t Z l+ZOrp+Zl+1 80C'zt-80fZ1 -gC adnaflmQouy l6E'11-16E'Ll 3P' IIIS S➢eaFl IBs B PQaH ` ._ ` V Mafl toycuq IQs 8 Peofi u!S 4 PeoH o• H c Jug B PeaH W6twri•� t401aH.ts l4R c � IIIS 5 Pea ff BIS 7 P�H Q IOS 8 pea!! � u!S 4 PseH � IRS 4 PsoH � II!s 5 Pea!{ � a!S 9 poeH (u)a9Qq} !Baal 7u!0j} lali.BP 1401aH.9E 74fi!a!{.DE 1461ai4.tL :4WaH.fe 7461aH.PS WOIaH.gY 746loFl.9E 1401aH.OE 461PI4.4Z t4pim �114^s�oa u"S smopuMAXOX101Sa(lnuenojoyouV P z '3NOIlVA313 3H1 NO NMOHS 0NlaNdS'O'O'XVW 3H1 H1tM.t1dW0a OSlV1S(LW 3OVHONONV 1lV 'NMOHS 53tGLLNNfiO 230HONV VNIMININ 904h ssslej �6t 319Y1 ( TABLE 20: Bill of Material 3,500' 3500• 3.500" # Part# DescriJ-ambsptlon Material 3.7` 1 1 620121 Frams Head S3)and Jambs-J-Chann� pyC .• I..�_ p2 �- I�_ �" F",'-A 620122 Frama Head,$91 and Jambs-Flange pVC IIll 0 3 620123 Frame Head,Sll and Jambs-Fn PVCIr-f=7F-- 2U 4 620124 Framo Head,S81 end Jambs•Equal Lag PVG U 2.445' 2-445' 2.a4S Z44a^ 13 620172 Track art 17Hm Ca✓ak• PVC ❑i'-t� �, J �J 14 62D731 Fixed Meeting Ral PVC U. ❑f��� II;4JIII 15 620129 Track Insert 606376 Al LJ 16 620129 Sash Rat{Sides,Top&Bottom) pVC !(�k C2 1 O 19 620i S6 Pull Reel Interlock 6063 T6 At .625 U d-CHANNEt -625• O (�gANGg FftpbgE I FIN FRAME �^•�EQVAL LEG FRAME 20 620144 Pull Reg trdedoak Cover PVC T" 1375 O DEHEAD ,SILL -i- V HEAD,SILL 8 1.37 O HEAD,SILL d I q I HEAD,SILL& JAMBS JAMBS `1 JAMBS 21 620150 Light Sash ReinfoRement 606376AI 22 6M151 Standard Sash Relalb cement 6063 T6 At , 23 620162 HD Sash Reinforcement 6063 TS AI 7.672^ -«-t i 6a1• -«-{ 24 620163 Standard Mesting Rail Reinforcement 6006 TS AI 1s07" ►{ 1A37• 25 -164 HD Meeting Ratt Retnkscement 6DOST5Ai ! T 26 620155 H.D.Hartz.Roller Meeting Rail Reinforcement 6006 T5 At 1.634' ' Z'7°m 2.176• I nr �� u .375 20 61644 Weatherstrip,.187'x.270"Fin Pile o I 1.o2m 29 61719 Weatherstrip,A8T'z.720"poly Ple •�� '��(�tTv .471' 30 98 x 1"Ph.PH SDS(Interlock Mounting Screw) 41 O SS 065' -�-� 1.231' �- '�� �.070- -' •0=0" J 31 76X312PpA #8 x 3-1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS Aral-LIF,INSERT O FIXED OCK20 LIFT RAIL - _ 32 __716695p Meetng RaD-6cmtV Support plate 6063 T6 At 13 &TRIM COVER 14 MEEI7NG RAL 15 INSERT 16 SASH RAIL 16 j IN S eNTERLOCK COVER 33 720210 Weop Hale cvtor PVC 34 720197 innsAuto Screw Hole Plug PVC 300 - 31G (+� II+- .070' 1.t00' 37 720197 Autp Lock C Steel �--,301. f_!L II o6D• 38 720199 Sweep Lock Cast Zinc .664^ 1�-I 39 720193 Auto Lock Cover Assembly Cast Zuee .750' 754' .715' �--I 713' 40 #6 x 1.1/8'Ph.FH SDS(Auto and Swoep Leak Screw) SIS .025• --•-.-(•-.-� •035, 1.185• .06o•� 41 )34PP Auto and Sweep Lock Keeper Cast Zinc ROLLED I SASH STANDARD 73 IG BEAD I 80 SEEN FRAME B1 SCREEN FRAME 21 REINFORCEMENT SASH 42 76X34PPA #6 z 3t4'PH.PH SDS{Keeper Screw) 5S 43 7612FPTX #6 X 112'FPH TEK REINFORCEMENTSS 44 Leadstile Top Caner Key Nylon ,070'4S Leadstila Bottom Comer Key Nylon �.�I 1.162" 46 Lockstite Top Comer Key Nylon ( �I�f�- d7 Lcwks8le Bottom Comer Key Nylon � 070' 791' 1.03E 1 O41'i C�___="JL., 4B ---iiO2O4 B Nylon .610• 0 " _:I-_ .� L Llr J�-- .130•'(-�ll IIJJ � 16a• 73 s2ot36 I.G.LG.Bead PVC } "-�1 tom-.150' - 133r ,�- '--"--I t.3ao- t.340• I-"- 74 Backbedding,GE 77DO or Dow 791 Silicone t O ND SASH STANDARD HO MEETING HD HR MEElYNG REINFORCE.NT 24 MEETING RAIL 25 RAIL 26 RAIL PRODUCT REVISED 75 71684l5 Satang'Block(718"x 2'x US"),85+1-6 duro. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT fa corn fttl g with the Florida Alum 80 61011 Rcil-formed Screen Buildt.9 Cade HOA-tm. 17-0411.09 81 61012 Extruder!Screen Frame Expiation p D9/24/2020 62 Alum ��`�Syy LYNly ' rk�d ay mt� R�asma: Extruded Screen Spreader Bar Alum �, JR 03/27/17 /_.�..a J 83 47042W Screen Comer Key with Pull Ring PVC �tDENsc'•. � 8Y!G;,,-,••�.-.� 4: '. Hoktxd 6y; Data RMnrwe am de Produc Cantrot 84 47041WlCKGLB Screen Comer Key No Puil Rag PVC No.58705 ' 85 7CASpM Tension Sping SS * = f S6 6181SC48 Screen Cloth i k = lb7Deaarlpttorx Mnra 6y ` F(b �� WINDOW EXTRUSIONS 8k BOM J ROSOWSKI 87 61635)61614 .140"Screen Spline(Machlne/Hand Rollod) Vinyl ,•„�7 31 I� = �= Y '-O'••_ S7 TE .- jU 1070 TECHNOLOGY DRIVE It VE ICE,FL34275 T,Lta Data: NOTES: '��SSA - NCB: tsel}at0.isoo HORIZONTAL ROLLER-NI 05/15/15 ''r ANAL 1�� eaPrrararomnraru�Tzarraas.mc 1)ITEMS k NE 17,16,DO 35,36$DOOR ARE NOTUSED AND ARE NOT PART OFTHIS APPROVAL t� u arts m S.nu/WNU Sx a y net 2)PVG BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE A' N �LLER,P.E. D'o'ruD No. Ra.: P.En567Ds CIERT.OFAVTH.*29296 HR-5410 NETS 14 OF 15 Mf}-FI#25410-01 8 i I