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Home My WebLink About21-322239049 South Avenue I City of Zephyrhills Pill 5335 Eighth Street 17 ZIMIL"'Im Zephyrhills, FL 33542 BAR-003222-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/18/2021 Name: STEPHAN & ANN RAE BOURASSA I Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Address: Po Box 136 ZEPHYRHILLS, FL 33539 Phone: Building Valuation: $6,507.00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $6,507.00 Total Fees: $108.81 Amount Paid: $108.81 Date Paid: 11/19/2021 10:43:18AM REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. !I I R I I!! I I F I I• !I I I! I I I !III I I, 1!: 1, CONTRACTORSIGNATURE PEJAIT OFFICIEU L�ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 813 1 908 0131 Phone Contact for Permitting Owner's Name Bourassa Owner Phone Number �813-469-041 �' Owner's Address PO BOX 136 Zephyrhills, FL 33539 Owner Phone Number Fee Simple Titleholder Name I N/A Owner Phone Number Fee Simple Titleholder Address 1 39049 South Avenue Zephyrhills, FL 33542 JOB ADDRESS LOT# SUBDIVISION PARCEL ID#F 12-26-21 -0100-00000-0090 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8 ADWALT SIGN DEMOLISH E] INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL Replace 6 Same Size Non -impact Windows DESCRIPTION OF WORK NQA- 20-0401 BUILDING SIZE SO FOOTAGE HEIGHT [Y]BUILDING rT507 00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY = W. R. E. C. =PLUMBING 1$ 1 =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS O ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER Weather Tite Windows SIGNATURE REGISTERED CnRR.�� Address License # ql!�y , ELECTRICIAN N/A COMPANY E SIGNATURE REGISTERED FEE RR.NY / N�� Address I License # PLUMBER N/A COMPANY SIGNATURE REGISTERED �FIF ,�IRENY / N�— Address License# MECHANICAL COMPANY E SIGNATURE REGISTERED ;;;;; FEE CUR�RENY I N�� Address License If OTHER N/A COMPANY SIGNATURE REGISTERED Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stonnwater 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, 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 (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways, needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'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, Welland Areas and Environmentally Sensitive Lands, WaterA/Vastewater 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 W" 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. FLORIDA JURAT (`.S,jJ,7,.03) "I, OWNER ) — er ;URaAGENf SbZI nYwoqu�ffi'a9 &bP Je thisW Who is/are personally known to me or has/have produced as )dnfification, Notary Public Commission No S cri ! sworn t and �&JT before this W C—C Who is/are personal) n to me or has/have produced as identification. I Notary Public Commission No. 2119 W: Columbus Chive e Tampa, Florida 33607 s (941) E70,0619 « (3I3) 908-0131 PURCHASE AGRE' Et ENT (727) 2804029 e (000) 6d0-31611 CGCN I5I534I h THIS CORN I R AC T' node this _=,' Day of ' 't•ia"" nt7 by and between S4cathcrTne, (hereinafter referred, to as "Seller , ; A and Nam ` a, Address: City. i ga t , State _;'v Lily _ Y .m[ _ Entail�Y $� � ' } . p � ,t` >aI Primary Phone �"T � 1 � �� ( secondary hllone: � � (hereinafter referred to as "Buyer") Seller agrees to sell, find buyer agrees to buy, all those materials and labor necessary to install the same as set forth in the following Specifications and in ac COtdin ce with file Telms and Conditions below and With approximate me.iSoet r4ns, and specifications listed oil I xhlbtt A and/or Exhibit B. As i`$` P r ,1 v; 'W . kti l: >v e-)Cl? "k d ;�,_d t t rt Installation does not include painting andlor staining. This price reflects all trade-ins, specials, and discounts. � -- TOTAI CASH PRICE $ DOWN PAYMENT AMOUNT $ UNPAID BALANCE $ t « AMOUNT FINANCED* $ *Subject to cre(ltt auntoval and eeismol, interest rates woh approviftrg insFirutton. I CREDIT, NO, OF MONTI IS CREDIT CARD Er CREDIT CARD TYPEEXP.DATE BiLLINGZ[P Ctt2 I Any holder of ;fit, consmner credit IIIIIM t is subject to all eloims nod de(unses wh,ch the debmr cool Lseo ngaum the tol" or g" d, r 'sn; t.ainud fi n Il I h—s, , dit, the p , ed,, hn-i! Red c 'y hcrmmJer by did debw, ;hall not exceed arnaums paid by ilia 1161,1, ri—undcr, Vines ofpayn yui di-t,penccs 10 bcdmcm,i nod by AVapther I'd,, Windows only. ny•ngr I u pf liveyufineter 1 n e cfron Seiler arit, I" Ilia,e,Ou llirod al,, I III, dlal1%ihl i Iby C i a -Ft &I I, .sit I f 2 a,T perr-ek a hall he 1d d I,9 i lre y . II c. S 11 Ili of b, ble li,r tiny dcla � d by [ I 1... t: I God, fi i i f t , tk r,fa.cs fx and lls a... veil a. "I'is It tit I, for"",, ,fil of alad 1al l tobtiding upon, the earl said tl sir �.,tuu theirs: c s;,nand Isslgns. 4 f d. 9.v r li —s it ewna f6 i qtm seI >h r cone mop t da nlarmmmo m batty t it tl test. pn. r t - p t. E t- t y"g 3 A ulittu 1' l - i ft0 ti i' 1 t w I drld(s t It 11 , I III, It y , Ill, I I. i II b. I d I, pit I I, rlliIdI u. -.y I,,{. y r II c t f II All . 'li 1 rt, I c R chcduikd anJ coo PI 1 I If t y d di 61t i 11 lie r t , t i tic f,d for n, I ('t I iUicid nlm(ui cgtal It, liaatd.'lill e ritC4l. t irons alp- l ly, Pay n c�ci ell Ibc appi dliste mina ill! ['t t ( Hilt loth i}'I Haunt of the i1 i,g i.).L t ff—I lyl1 .t-If' IL' d,{ANNUAL ILRCTNIAt3 IZ ATE 011N l I-e I i rcgo it !n is bf tin uapfidi-tals. if t a k a}° n<ni Ce Iru t . ; ha I be le a r Inn Cu'<>nnr nil -stc efeolleetiun incurred fly C:nnmm.tcr, Including llaotffiy, lees i si-ti ef_d czp,. fee,. Coite.c.t ,manes } it 1 i'g t' t t a Il d':. 1 of Coh:niuor h I . I f Cucromer III n,arcr pail*er pny a t t * C.o firm t, hc.rr dud.hall ,code Canitac;nr. al. 'tom A ruin f, a ,,sprnd lilt - k. �hipm,-L ,dli r— tic,, on l full p y, ,,, lay made ar tauninntc h c,ynv.ie.t C All Ili I ttc Ir,td Cilemumo,s coldo oldIf,v, Ise-r In mh,r4 Tut a.m -n por,idif I -duds Any spp -i. a I 11 lf b"12y I thI, 1 n but o,te soi lyr .1.. fs of to gl ale - ,I g Ir lir a blind ild ally allt-I,,y I a, i ruu I ft iy op -mg Ial i,lum p+. fn n,d w,,(fc, t , w,ldu,e, If l not be i ells- f—bl ird ,g. i f i t rs! fit u I It. tl Iln6 ib}Fi.v f} 1.-r- it nrp i ,h„tstsrlcr. R H th pqYIle—'hill t 1 p1. ( C - t i lib lilt' i. i I& d f { id' yl b' '1 The t#.ycr ph t k k t 4I' ilia any ,ea,, irl,f,gf Ili', tra t l - u,. and Wt i'_ 1. ll' I - i - utca yi"Il -Ifiof b i, ,If nr tt co ucol ofWc,t,t cr T'COWndIll- tdrstnv ansuy; frola,h-s contr -t dtaii he mad fly I, alhiMit.,;—J III flyboth l et ct Ii..t My by Ill, Huy', 7 Sea{dlo,rrt,c" n.P t ari- l yt ,h1 tl Inigl uti I 1 i y Id ). i 't r ,t- �t' y �« ( t:ft, n.l..cdr•I'-ls'c I, Can,rucicr slwll arc anvil I I,.", the Gus tier -f I d `is tt in cy s I orblifielc,.s t eot.s c..pc .. r,c,md ii c e .rch d'ny u I s fc ui Cunin:.x(. c , c, rt,d i ed'nt'<,n, aclministrni'vc, nppc;lutc t y prac,dn;,, ` iVnteAdleu.Ncepnaa to bindingjhitui)r IIII f pa tIt "hict, If" -f, di,—Ii-y g to r m I ii> by f II An } Iiic- I t Ilk Ill tuydab>. d Icck fc, a,l �beb the maxilf. oum,fnd,edbyIII,,ch.,d't3wnruu halo logo it, ,.Iluct-a,.v@uy sa-,1l p,,yte. t-Ic> the wllr.eran ice ,r.it I I ! fy .,.gal „r oil ,r tees iri,—c d by Aaaik, Ill" 12,","t; "Toe fi not ratmnsibic for n:butes, ffx crrdh.a tt"FA, as oilier led p i-ty pragrvu, linccoiivcs. 11 51 I { KC 11 . rile Winds - t I d i lent 1 li c: t i 1 tit sir f ty r t - ludiny aErced un pondueli f n the cohl CC' n xux, y_, fr „once ,iy Imo, We:nh,r'sic \4n d<f.ss' i ill. ill I,f dy,l sly ..ly sh II b, it,,, minfmgml e Is b, a f I F I-0C4 tired '+r drselaim ai lifbits It,"ai Ito f iiti 1 li . r II} r.{ i ft t, f le f f (Cldins )p t'rm ,N1rd > dl I'n<tid n-ld t. II b 1 1 1,Or; mgiU1 } 1-C" rah ,l I1 t'4 t 1 t1, I .. ld' p )''.I 1 ,sLil ,,. I f I tit,( it,,11 tie! nl, d p Had tun of ury of th ab( =c Ih1f r 111its- Gun . I,, fa linty u 1 Iy, i t 1 d 1 IIIrime 'I"'wwo Ihmn, I'd fi q, ll c4film Ira t, d pA the lets or Onli " n, of Coaleret c md,vi,aM, 11 Mft- i ,dc f nn1— , uxliro1, Tll, C,.tc , ,. I, a Ai,ly liable a I a po igihl(. Or Iat dom�fga ,ehslhor uct.ial o anolv,que nu ll, u rased by fray of the abe,cdu Inca t,yf. usu rfcr, Cunwufror third pprlks. dill notl elx..sib fo, dt's `i I:-isr 17cct i. III b, -ia nc.1 lT ii - ! I' , l",,l ionit,dsimati01 111-11b, Eu,or [au.n-ld'fions that it,rc art dsclasod in i .ioC f- . shI'l f i k 1t I,,, 4 ihr to t .,ce I i lit ohs - atd illd 'ltoa ,il ci -be p%l-H-cdf d . I�rarily e i $ S--fly g, mt. ,, i, I ucm , aeo, of dc t! ,clr,4r;lettr rml SI fix m this Agrellel It the Agren n N pr o. sbI,11 b, g, lnblp dy o,.d ,e II, ,moo dherearf I' -n fl ,. Cent,c3,, to the C41St(. Itter IbC I a, IC 11. .g II t Riff bk, I.d n i II, h)kst , xttm penalitl d hy h (lihtrl tot ri b 6 t,iii,ildily (If C l rjy1 If Il- t II a i rti Ayr r ally 7'W ilf rr S ll1`Pg vets ,,Iyemis of lath Ape $ n4iUl ht.'tt 1 li ts, t.,i I b—w lifisl plottit l �.,Ia this Af, cR(._.,rd le;5ei v,i}Ci It tS 1, s'�tl u and � t a I' ty F12. c n', . or t I rah r iS 177 hi s fi Au i tali Cs cunt cdIfit bothpm,", in 1 II iatt dtt l.. i i I'dorat fi. t,,tl 1p, ,ill It, il--lsppntl, l;111�,isiolls If Ille 111 Phi,,.ib toomb-(arid to the ex(uxt twit i-lid I I f it ,,If Iot Inc" th, "licit) 01 lu rl tat , ul h ui cr Pr- islo ,, It fhe apphU ion of that Plawl'ien In a Fors an IIdr smrsixnc, tcl ulvo6 it is valid and c S-ublc, lid. f E., pre (b, c.. m,fy and do not abaci it t @' t r i I 1 A; c t rx.cords the eat rc ,fv--enl of file I m-v e'd sd rscd (e a or ,nnW po-l-f n gvt m m u d retand fg, III,b, th repicsc vat , n a ul �. ,vnucn e 1,ao icy. A ] u txni.'cxh b is rulernci it, ill Ihfs Agrcenfcni arc an i ,b4ral PSII ,f lh, A , ec I ai,d p v Irlcfirporllod by P012 11cle, BUYLR A( KNO`eF.t,,D(iFS R I-CLIPI OF iACY[iCU76DCOPYOfTHIS AGREEMNCf4LN€ifsHHZFFIAGREEST0THETERMSANUClONDITIONSOFTHIS()It)ER, BUYER ACKNOWt Ct1(ES THC RECEIPT OF A`i'RUB COPY OFT[IS CONTRACT I','DISCI OSURE STATl1NJrNT; WARRANTIES, G U:ARAN't E6S. NO-iJCEOR RECISION OR NOTICE OF CANCEI.C1V770N. ALL, CONTRACTS SUBJECT TO OFFICE APPROVAL, WEATHERTITF NVINDC)R'S, A DIVISION OF HOLL,ANDE EX7 ERRORS, INC. I;1'YFRrry q _ SS ;+ BY: BUYER _ SS## YOU, THE BUYER, MAY CANC E'L I HIS F-R.ANSA01ON AI -ANY INIE PRIOR TO NIIDN€GNT OFTHE THIRD BUNINC,SS DAYAFTER TIIts IRATE OFTI IS `TRANSACTION. CANCELLATION BYTHE BUYER AFTER FIVE* RIGHT TO RESCIND HAS PASSED, SHALL BE pit ENIED A MATERIAL BREACH OFTHIS AGREEMENT AND ENTITLES THE CONTRACTORS TO DAMAGES EQUALTO(B0%) FIFTY PERCENTOFITIUAGREED CONTRACTA:N-IOUNT, niafi-itrtiiian: t5`hitc;Qiicc Yr7iarr: Buser rink: nun', N`C-UGiC�A lw�td |mSTR#2021236991oRBw10476 po2746 Page 1of1 ` 11m31202 08:18Am Root: 2375573 Roc: 10.00 DS: O�00 O[0,0D Nikki Alvarez-Sowles, Esq,, Pasco County Clerk & Comptroller Permit Number Parcel ID Number NOTICE OF COMMENCEMENT State of Florida County of THE UNDERSIGNED hereby gives notice that improvements will be made to certain real Property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. I.Description Of Property (legal descriptioln J. -7 a) Street Uob) Address: 2 2.Goneral description of improvements: Replace Size for Size Windows 3-Owner Information or Lessee �--- a) Name and address:j�'te Vila- b) Name and address of fee Sit. �ple titleholder (if different than own c) Interest in property: Owner er listed above) 4.Contractor Information a) Name and address: Weather TIte, Windows 2119 W, Columbus Dr. Tampa, FL 33607 b) Telephone No.: Fax No.: (optional) 813-908-0134 a) Name and address: NIA b)Telephone Nu: --------''-............ ---------------...... '-__-__ ---'---- 0)Amount of Bond: 6.Lender ---'---------------'---'----__-----------�--------------------------- a)Name and address: N/A ---------------- b)Telephone Wn.: ------------'------------------__-__------ 7.Persons wKb -- - ------------ 71013(1)��7°F�hda-''��—~~�""="ur°�nmrvpow*bmmno8mm - Statutes: --ents '-,~~~~`""=po'wad—by oeofim a)Nammandaddnesm b) Telephone No.:-----------------__�____-------- 8-q/»addition tnhimself '�� Fax N (O�----------- V 23 N, Mn, I ustomer Name/Numb xposure w FL Product Approval G(I I I � 7q 0 1 - D'6r-, 3 0 4 Size for Size Replacemen Yes No Z MIAMI—LIAISE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wNw.atianiidade.(,voN-/I)uildi 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 iturnediately 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 "SH-5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets I through 12 of 12, dated 05115/15, with revision C dated 03/10/20, 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 and renews NOA No. 17-0630.06 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. C MIAM &MCOUNTY NOA No. 20-0401.04 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 7/16/20 Page 1 I'mm'11rimmm Alm j RNA 11=1111[pr Lums a 1'. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections, (Submitted under A10A No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NF', sheets through 12 of 12, dated 05115115, with revision B dated 06/061/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NO Alo. 17-0630.06) B. TESTS 1. Test reports on: 1) Uniforni Static Air Press -Lire Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal" spacer system, Super Spacers' 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. I 1/ 16/15, 061/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0 714.04) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15114, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 051" 151115 and 081/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted render ,'VOA No. 15-0519.06) 2. Glazing complies with AST M EI.300-09 Manuel Pirez,.P.E. Product Control Ex " r NOA No. 20- 01 -0 Expiration Date: July ,3;0,705 Approval Date: July 23, 2020 PGT Industries,, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUIED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources 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 0211/2 8/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/115/ 16, 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 09/1511' 16, expiring on 04/16/20. F. STATEMENTS t. Statement letter of conformance, complying with FBC 5 th Edition (2014) and FBC 611 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA,,Vo. 17-0630.06 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under ,V0A ,Xo. 170630.06 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA 1Vo. 16-0714.04) 4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section, (Submitted under AWA /Vo. 15-0519.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window - N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel Perez, P.E. Product Control Exj:n r NOANo.20_ ()1.0 Expiration Date: July Approval Date: July 23, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2, NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SI-15400-01 titled "Single Hung Window Installation - NI", sheets I through 12 of 12, dated 051151115, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FT-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and. FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by fdalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition (2014), dated 05 `/ 1511115, 08/29/17 and updated on 03/10/20 to the FBC 7t' Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) ,Manuel Pirez, P.E. Product Control Ex r NOA No. 20- Expiration Date: July 30 r041WONS Approval Date: July 23, 2020 M PGT Industries Inc. ��7!qjffjj L 1. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 2. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 0 1/ t 71/19, expiring on 04/16/20. 3. Notice of Acceptance No, 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01 / 17/19, expiring on 021/04/2 1. F. STATEMENTS I Statement letter of conformance, complying with FBC 6' Edition (2017) and the FBC 7' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.06, issued to PGT Industries, Inc. for their Series "SH-5400" PVC Single Hung Window - N.T. approved on 11/30/117 and expiring on 07/30/20, Manuel Perez, P.E. Product Control Ex n r NOA No, 20- 01 -0 Expiration Date: July 3;0,: S Approval Date: July 23, 2020 am - - --------- m - --- - -------------------- - I .. ....... . ANCHORAGE 21-518' ANCHORAGE EXAM DESIGN PRESSURE RATING - I EXAM -1/8-MAX O.C.52-118'MAX BUCKWIDTH MAX. O�C FOR ARCH -TOP VARIES PER REINFORCEMENT NOT RATED FOR HEADER �SIM. FOR ALL LEVEL, SEE SHEETS 6-7 IMPACT RFSISTA FACED (SIM 12- MAX. FROM, 12" MAX, WNDOINTYPES) RA[IF'1JLt-FT`ORP 211 ff1'!.V.7SEF NCE 77�� SEAM FOR ALL B, SEE MAX, OD, WIND-118" MAX, BUCK WIDTH OW TYPES) I Ili, - SHEET 3 101, MAX FROM 52 F SEAM --jit 12 - - ___ I SEE SHEETS A, SEE F FRAME D, SEE 8SEE 47- 30, MAX 0 C' SHFFT3t 1 FIXED VISIBLE SHEET 4 -17 UAk HEET 3 - ----- - I LIGHT WIDTH 1 9 i d B, SEE 30'MAXOQ - C. SEE '12" MAX. A, SEE F_ 12" MAX SHEET3 --j SHEET 4j FIXED A VISIBLE A 12'MAX. EQUALLY 17-71!"MAX O.C. II �!QU LLY LIGHT 17-7i8'MAX, GO, H S) ErT31II C SIA EDI �ET ANCHORS PER IGH I EQUALLY SPACED I ILE 17-7/8" MAX, O.CI SPACED 91.78" ------- a4" 0 OHS PER MAX, ANCHORS PF 0 BUCK TABLES6 &7 ARLES 6 & 7 BUCK ANCHORS HEIGHT 0 14' HEIGHT MAX. ASSHOWN 10, BUCK If - -11 - --- BUCK 107 MAX. D.C. HEIGHT X1 !()'MAX� OQ� x i"� HEIGHT MAXL 13-3/4" MAX, OC. I EQUALLY SASH 1 13-314"MAX O.G. E� UAL'LY SEE 3/4" MAX. OLC, EQUALLY it VISIBLE I'l i SPACED AN CRQ�S i SHEETS -CHORS'PFR LIGHT SF I 111111 ANGHORSPER �AALLY UE. -S6&7 TABLES TA13LES 5 7 8&9 TABLE 71 HEIGHT 1A &11z'MAX MAX �N !N SATSIU B _j �NOANCHOR?AFSICL SEE SILL WEEP- 0 ANCH�O.SAT SILL SEE 131IL-1- L3 SEE SILL VVELP- SF. ..IL WEIP- 1 114' SASH VISIBLE 52-118- MAX. BUCK WIDTI I NTCH D LS NOTCLIDETIMLS, 52-118' MAX- BUCK WIDTH I--NO-CH DETAILS, NOTCH DETAILS. "'Al LIGHTWIDTH 5 SHE 1 3 SHE�T4 SHEET3 HEET3 ELEVATION FOR TYR FLANGE FRAME ELEVATION FOR TYP, FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION R ON _ - —_ _C__ _F ____ — - R6RED fHkbu_GH THE_NAE�� SHOWN WITH EQUAL-LITE CONFIGURATION SHOWNWITHORIEUP OVIEW-CONFIGURATI FQREUS�T6M OTTAGECO1`1 IGURATI`ONUPTO ARd ENSIONIS 75'HEIGHT SEETABCFS4 - 7 (SiMILARAMEHO 61MENSI�ON - ---------- GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE -HUNG WINDq Y-Y o r Ro PRODUCT HAB�RgEjjDFSI,:�NE GENERAL NOTES.... ........... 1) THIS PROD D jTESTED To COMPLY WITH THE REQUIREMENTS E ENTS F THE FLO I A BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ELEVATIONS ......................................................... 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MtAMFDADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME, GLASS & ANCHOR OPTIONS....._ ____.2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE INSTALLATION, FLANGE & EQUAL LEG/BOX..... 3 4) ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & TCHANNEL.- 4 DESIGN DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED To PROPERLY TRANSFER LOADS 10 THE STRUCTURE, WOOD BUCK I GLAZING DETAILS ...................... b AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (ACR) DESIGN PRESSURES.. .......... 6-7 5)ANCH R EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. INST. ANCHORS QUANTITIES- 8-9 0 Y OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR SHOUt D BE SEALED. OVERALL SEALINGTIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE 8 0 APPLIED LOADS EXTRUSION PROFILES__ ... ............. - .............. 10 6) 114"MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRINGASSEMBLY & PARTS LIST_..........................11-12 7) DESIGN PRESSURES'. CODES I STANDARDS USED: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. & POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER AS-IM E1300. 2020 FLORIDA BUILDING CODE (FED), 7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. : 20117 FLORIDA BUILDING CODE (FBC), 6TH EDITION 3-1/3% STRESS INCREASE HAS ASTM E1300-09 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3 TO CONTACT PRODUCT RIEVISED NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1,6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO 1AKM. ANCHORS THAT COME IN ANSIIAF&PA NOS-2018 FOR WOOD CONSTRUCTION as --plyi.9 -ith the FI.Ad, NTF OTHER DISSIMILAR MAI ERIALS $HALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, I BY THE AUTHORITY HAVING JURISDICTION. 1 ALUMINUM DESIGN MANUAL, ADM-2015 Building Code 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED-GATOR NOA; AISI SliSC :'I�'1'6 NOA -No, 20-0401.04 -WALT AGGRE 10} REFERENCES: TEST REPORTS FTL-7964; ELCO ULTRACON NOA: DEWALT ULTRACON,; ELCO/DEWALT CRETEFLEX NOA; ELCOJDF A ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZIFAAGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; E. i-tio. Dat.;RZ(2012025 - S ALUMINUM DESIGN MANUAL __T_R I�T. _ NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSI &PA NOS AL "0 I_Yp�oV 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL qSE�R__ INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 1. 2) DETERMINE THE MOST SUI TABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR 5- IT MUST- EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSI ALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION 16 THE SAME PROCESS FOR ALL FPAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL UEGWX). NO. 5S7G5 ATE OF "F Zit 1?F P.E. 9070TECHNCLDGYDRIVE N. VENICE, FL 34275 (9411600 C) UPDATED TO FBC 2020, By REVISED ANCHOR TYPE TABLE. Mi.nn_P.do AF-d. AK - 3110/20 D _;O j GENERAL NOTES & ELEVATJ0tN J RC rw.. SINGLE HUNG WINDOW INSTALLATION - NJ 10 Glass Description (Listed from Exterior to Interior) Type Design Pressure 1 3/4' I.G. 1/8- A Exterior Cap + 112" Air Space + 1/8' A Exterior Cap 4 6 2 314- LG.:� 1/8- T Exterior Cap + 112" Air Space + 118" T Exterior Cap 4, 5 6,7 3 TW� 1,G.: 3116" A Exterior Cap + 318' Air Space + 3116" A Exterior Cap 4,5 6,7 4 3/4' LG.; 3/16" T Exterior Cap + 3/8' Air Space + 3116' T Exterior Cap 4, 5 1 6,7 TABLE 2 ALLOWABLE ANCHORS THROUGH THE FRAME Min. Edge Min. Group Anchor Substrate Distance Embedment' boomant* P.T. Southern Pine (SG=O. 55) 7/161, 1-318, #10 SMS Steel, A36* 3/8' 0.050111 (steel, I" S.S. Steel Stud, A653 Gr. 33* 3/81, 0.0451 " (18 Ga.) or 410 S, S.) A Aluminum, 6063-T6* 316, 0,050, 3116" steel Ultracon or P.T. Southern Pine (SG=0.55) 7/16'_ 1-3/8" Ultracon+ Concrete (min. 3 ksi) V 1-318" 3116" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-117' IAA' 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C-90) V 1-1/4" P.T_ Southern Pine (SG=O.55) 9/161, 1-3/81, #12 SMS Steel, A36* 3/9' -_ _-0,0 0" (steel, 1" S.S. or 410 S, S) Steel Stud, A653 Gr, 3r 318" 0.0451" (18 Ga-L Aluminum, 6053-T5' 318"0,063" 1 1,V' steel Ultracon o, P T. Southern Pine (SG=O. 55) V 1-3/8" Ultracon, TW'stael Creteflex P.T. Southern Pine (5-0.55) ill 1-3/8"_ I f4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) V, 1-314" 1/4" steel Ultracon Ungrouted GfAU, (ASTM C-90) 2-1/2" 1-114!' C Concrete (min. 3 Kai) 13/16" 1-3/4' 1/4" steel Ultracon- Ungrouted CMU, EAST_ -V ___1_-1/4- 1/4" steel Creteflex Concrete (min. 3,35 ksi) V 1 3/4" 14' steel Ultracon Concrete (min. 2,85 ksi) 2-1/2" 1-3/4" --174- -steel Ultracon+ Concrete (min. 3 ksi) 2-1/2" 1-3/4" 1/4' steel Ultracon+ Ungrouted CMU, (ASTM_C-90) 2-112" 1-1/4" D __ Concrete (min. 3.35 ksO _ -IT 7-_314- 114" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 114" steel Aggre-Gator ___Con Grottled CMU, (ASTM C-99) _LV2" Z, TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Min. Distance Embedment. E Carn 2-1121'. .131" Common Nail P.T. Southern Pine (SG=.55) 318" 2-7116' 2-1,12" Ring -shank Pealing Nall P.T. Southern Pine (SC-=.55) 3/8" 2-7/16" P.T. Southern Plot, (SGz,55) 1/2" 1-318, #10 Tmsshead SMS Aluminum, 6063-T5* 18" 0,0501, (steel, 1" S.S. or410 S.S.) Steel Stud, Gr.T&I 33* -F-_ - Ol0451' (18 Ga.) F Steel AS6 3/8' 0_05u"" P.T. Southern Pine (SG=.55) 9116, 1-3/8, #12 SMS Aluminum, 606,-3T5 -0-063- (steel, 18-8 S S Steel Stud, Gr, 33* 3/8" 0.050' or 410 S-S,) Steel, A36* 3/8' 0.05 `MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. font Crrx Frame c4m Frame Frame Types Options Cori Shapes Installation Options that may be used (see Fig Bi (see Table 1) (see Fig A) (-see Fig C) __ - -1 ' -sheet 3, option I Mange Equid-Lite: SquaralRect" Through the Same ��Int,,2XWood_Frame/Suckstrip ...into Concithe/CMU - sheet 3, option 2 .to �'V (#2) 1-4 Ore!/PrWew Arch -Top & afthe window l through 1X Suckstrip Into Concrete/CMU - sheet Cottage Radius -Top into Metal - sheet 3, option 4 into 2X Wood FramelBuckstrip - sheet 3, option I Box I Equal-Uts, SquaretRect_ -Trough the tame into Gori,rataGMU - sheet 3, cleton 2 Equal -Leg 1-4 Orlet(Promew Amh-Top & cffthewIndM_-.-j.._thrc It IX Buckstrip [Me Cencreee/CMU -sheet & Cartage Radius -Top ....into _MetW -sheet 3, option 4 Through the into 2X Wood FrameBuckstrip - sheet 4, option 5 Equal -Liter SquarsRiict_ integral tn. _. _ Into Metal - sheet 4, option 7 .1-Charinel (01) 1-4 OrlettPromew & Cottage Arch -Top & Radius -Top Through the frame ..--into 2X Wood FrameiSuckstrip - Sheet L OiTi__6 ofthe window into Metal - sheet 4, option 8 'Through the ..-Into 2X Wood FramitSuckstm, - sheet 4, option Integral Flu Equal-Lite, Square(Rect- integral fin i.into Metal - sheet 4, option 7 (93) 1-4 Oriel/Proview I Arch -Top & I Th=gh the frame . .,into 2X Wood Frame/Suckstrip - sheet 4, option & Cottage Radius -Top ofthe window ,_ into Metal - sheet 4, option 8 v EOLI ,-LITE ORIEL COTTAGE FIGURE C: FRAME SHAPES --{BUCK VVIDTHl-- - --I BUCK WIDTH{-."-_ SUCK WOTI-0- ------- - wlu w in M RECTANGULAR RADIUS -TOP_ ARCH -TOP A FLANGE i BOX OR EQUAL - LEG L J-CHANNEL J1 1 i f - INTEGRAL F ED 3 3 vvlriy� - - " "m- - uv sn't'Es W�,!; BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the Florida Building Code DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM NOA-No. 20-0401.04 THE TABLES ON SHEETS 6-9. w � I I , k Re W= ANCHOR TYPE Execration D-tez,07/30/2025 C) REVISED By. TABLE- mi. -u4y.de Pd.qtC.,htro3 NO 518705 AK - 3110/20 0._NPd_. Dr.- ir. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI III- TE NOLOGY DRIVE N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTAL�LATION - 05/15/15 "AL S-4.1 sheet: Omwing No. �Nl Rea A �llNid i E L 00 SH- 400 NTS 2 OF 12 0-ni MD-SH540C I PEJ 58705 REGISTRATION INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES I INSTALLATION OPTION 2 INSTALLATION OPTION 3 TION LNSTAIt�L ANC—HOR—E67HIROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRE rE/CMU. SUCKSTRIP INTO CONCRETE/CMU. OPTIONI EDGE DISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT A N C H 0 R E--DTHROUGH EMBEDMENT FRAME INTO 2X WOOD !� - 114" MAX SHIM FRAME OR BUCKSTRIP. './4'MAX SHIM SASH VISIBLE (17 • SEE NOTE 2, THIS SHEET. EMBEDMENT LIGHT WIDTH EDGE I Lam DISTANCE DISTANCE t : , EDGE FLANGE FRAME SHOWN BALANCE PE VARIES TYP. ANCHOR IJ4" MAX TYP. ANCHOR TYPE, F, SHIM RE 2 WITH S H TYPE, i EMBEDMENT AND WEIGHT TYP. ANCHOR TYPE, EDGE _7 EMBEDMENT" C2j EMBEDMENT AND EDGE _ANDEDGE DISTANCE PER DISTANCE PER EDGE SUBSTRATE, DISTANCE SEE TABLE 2, DISTANCE PER SUBSTRATE, SUBSTRATE, 1 1, EXTE GE SEE TABLE 2, SHEET Z SEE TABLE 2, SHEET 2, D1 SHEET 2, FIXED VISIBLE 0� OPT SASH TOP LIGHT WIDTH FIXED FLANGE EQUAL LIFT RAIL FRAM! LEGIBOX VISIBLE 2 T VL1 iG HL NOTES. SHOWN SUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT ---- SHOWN 1 ANCHOR @ 3.55" 1 � USE ONLY HORIZONTAL SECTION A -A FROM END AND AT SUBSTRATE -APPROPRIATE 49 CENTER. I ANCHORS LISTED ON TABLE 2. ':e OR WINDOWS SHEET 2. FOLLOW EMBEDMENT AND u —3FWl— s OVER WIDE: DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEF L STUD. 73)- 0 ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY _MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET Z INSTALLATION OPTION SHOWN MAY SCREWS @ 16-3,K' BE USED ON ANY SIDE OF THE 14 FROM END. WINDOW FORWINDOWSWITH �14'MAX SHIM —I *',OOR#12STEEL BUCK BOTTOM LOCKS. 2) MASONRY ANCHORS MAYBE jam._ 1/4" MAX, ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-DRILLINGSHIM HEIGHT u SCREWS @ 8-3/8" SPAS (G5), SEE 85 f SHEET 2. ALL WOOD BUCKS LESS FROM END THAN I- I 12"THICK ARE TO BE TABLE 2, SHEET 2. CONSIDERED IX INSTALLATIONS, IX SASH 1 1 EXTERIOR 'ASIBI-P WOOD BUCKS ARE OPTIONAL IF LIGHT UNI-I IS INSTALLED DIRECTLY TO HEIGHT f SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 112" THICK IF L db OR GREATER 1 X AND 2X BUCKS PT. LATCH OR (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO V EQU (2) I" BOTTOM LOOK. NGE TESTED UNIT THE STRUCTURE. WOOD BUCK INT=R E LE P LOCATION: 6-5/8" DE IGN AND INSTALLATION IS THE FRAME S I NOTCHES AT FROM SASH END RESPONSIBILITY OF THE ENGINEER SHO 0 1 R ARCHITECT OF RECORD, EACH END. EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALI-ATfON tt (ALSO REFERRED TO AS DAYLIGHT PRODUCT REVISED 717 OPTION 4 OPTION 4 '67 OPENING) IS MEASURED FROM. as —mplymq with th. F1.9id. 114"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Buildi.9 C.d. EQUAL -LEG X FRAME INTO METAL FRAME INTO METAL HOA-Wo. 20-0401.04 F FRAM T, . , , � I � i I I)! I —T I ", , I �"� ( " �' 11 Rovii— ExIeat8.®m 7130/2025 7-f IN OGENS��, C) NO CHANGES THIS SHEET. I . '5 0 27"X 1,2 7' WEE OLE"� ir NO ANCHORS AK - 3/10/20 Mia I �j , �E RE.UIRED IN VISIBLE LIGHT FORMULAS _Pade Froduc�tSqht—1 @�� - - '5 WIGOPHER 1" 01 . FLANGE OR Nf, V F OM 2Br R EQUAL -LEG WIDTH EA _I END � FRAME SILLS @SASH: BUCK WIDTH - 6-112" @ FIXED LITE: BUCK WIDTH - 4-3/8' Q� I= TECHNOLOGY DRIVE FLANGE & EQUAL-LEGIBOX FRAMES J ROS*OWSKI c, hlu N. VENICE, FL 34275 HEIGHT (EQUAL-LITE (941),480-16M VERTICAL SECTION B-B BUCKHFIGHT12 3-15116r SINGLE HUNG WINDOW INSTALLATION - NI 1'05115/15 meet crowing Na. Rar: scatA MP, El 58706 1 1 MD-SH5400-01 LYNN MILLER; E, PEGISTRATfOhl 129296 SH-5400 NTS 3 OF 12 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL k- EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET.fv _"""" .`, TYR ANCHOR TYPE, JI-HANNEL EMBEDMENT AND EDGE P. F-.ME DISTANCE PER SUBSTRATE, SHOWN 2. SEE TABLE 2, SHEET - - - - - pj_� _ (SCREW SHOWN) FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT -- J SASH EXTERIOR IVIStI31-1 JI LIGHI_ ITEIGH- OPT. # J_ (2) 1"j (So) - INTERIOR 31 WEEP NOTCHESAT� EACH ENE),,� 114'MAX SHIM TYP_ ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2, (NAIL SHOWN) 1, OPT SASH TOP LIFT RAIL FORALL WINDOWS' I ANCHOR @ 3 55" FROM END AND AT CENTER. FOR WINDOWS OVERWWIGE: 1 ADD ADDITIONAL SCREWS FROM END BOTTOM LOCKS, ADD ADDITIONAL SCREWS @ B-3/8- FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. MAX INTEGRAL I T'_L=_�nf— — F - - ; -11 - — t _= : �_X_,Jr FAME SHOWN I 27'X I .25'WEEPHOLE� W/cOVER @ 2 87"' FROM EACH E'ND, TYP ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANT PER ERSUBSTRATE., SEE TABLE 3, SHEET 2- --1 EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D- D ANCHORED NCH6RE6 THROUGH INT17GRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET USE EITHER LATCH {SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION'6-518" FROM SASH END EDGE DISTANCE INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN 2X WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR NOTE 2, THIS SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET EDGE DISTANCE 1/4" MAX SHIM 1 A" MAX SHIM SASHVSiBLE LIGHT WIDTH ---144) BALANCE <�� TYPE VARIES EMBEDMENT WITH SASH WEIGHT'54 EXTERIOR INTEGRAL TYR ANCHOR TYPE, EMf3FDMENT AND EDGE FIXED VISIBLE LIGHT WIDTH FIN FRAME SHOWN DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (MAIL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 114" MAX, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. PROPERTIES, SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE TABLES ALSO FOR DAUE-APPROVED #10OR1112,3T L 114" MAX, SELF -I 3 SHIM SMS (G5) SEE TABLES 2 & 3, If SHEET2. FIN AND/OR FLANGE REMOVED IN -FIELD RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN tL_ =1 _d OR ARCHITECT OF RECORD. RAMESHOWN , U A L 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTrRmQf3 INSTALLATION (ALSO REFERRED TO AS DAYLIGHTCJPTIO � i PRODUCT REVISED OPENING) IS MEASURED FROM OPTION 8 as compilying with the Florida i THROUGH FRAME INTO Building Code BEADING TO BEADING. ANCHORED ROUGH ANCHORED T i INTEGRAL FIN INTO METAL METAL (INTEGRAL FINiFLANGE REMOVED) INGA No. 20-0401.041 Exo—ticD-te;_0713012025 ...... A REVISED DADE MULLION ., By: NOTE, 111112ffd�'JDde PrducA'controll VISIBLE LIGHT FORMULAS 5�,, 70F AK - 3/10/20 WIDTH n . " . * :i LI - @SASH: BUCK WIDTH - 6-4/2' 7 0-6pt— . @ FIXED LITE: BUCK WIDTH-4-3/8 C'Z 1070TECHNOLOGYDRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI 11 HEL13HTI UA LIT�E N.VENICrz,FL34275 DQ L (NI>4MIM riff... 0. �X.' — H."T, S IGHT12 3-15/16' SINGLE HUNG WINDOW INSTALLATION - NI 05/15115 A L%M4 PL, SH-540 NTS 1 4 OF 12 P.b,#58705 - REGISTRATION. __rM�6�-H540o-oi J-CHANNELf FRAME NOTES SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE ANCE LIMITS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE Z SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-I/Z'THICK OR GREATER. I X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE 1/8" A GLASS - - 1/2" AIR SPACE - 118" A GLASS - EXTERIOR Immmumm GLAZING NOTES: "A'=ANNEALED "7- TEMPERED 1/8" T GLASS — 112" At R SPACE - Il&'TGLASS- <-] g-xTsKloR ''NOM.GLASS rE TYP 3/4" NOM. Wl T A GLASS — 318" AIR SPACE - 3/16'A GLASS - <�D i�XTERigR 3/4'NOW i mummoulm 3/4'NOU 3116" T GLASS 3/8"AIR SPACE- --- 3/16" T GLASS - "-iEXTERIOR PRODUCT REVISED .. ..-plyi.9 with th. fl-id. B.ild-,.g C.d. N;o, NOA No. 20-0401.04 "v E-pi-fi- �7 j 2/3�0/2025 C) NO CHANGES THIS SHEET B,- AK - 3/10/20 flAiartn 'Pad. P-d..�Mahf-1 -I=TECMf40L0GY D- DME GLAZING DETAILS J ROSOWSKI N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 NAL sera: sh7 R- A LYN'j MILLER, P.E. SH-5400 JNTS I5OF H5400- i C RE*5870fi PEGISTRATION#29296 — MIN, SASH HEIGHT = WINDOW SUCK HEIGHT - 50,136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) N 0 -If= S 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSION'S ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE, 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. F)WIT-1 SECTION DETAIL FOR WINDOWS WITH LEVEL-R.1 REINFORCEMENT& GLASS TYPES 1-4 {REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) vJim T i 31.x0 C�� 7 1070 TECHNOLOGY DRIVE ATTO�F w�i& VENM FL U275 (94IY480-I600 IONA' - A LY P F, I C) ADDED MIN. SASH HEIGHT NOTE. AK - 3/10/20 0—fpfl— DESIGN PRESSURE TABLE i ROSOWSKI To., -T- 3INGLE HUNG WINDOW INSTALLATION - NI 10- 5/15/15 w - wmBuck Width {in} it iIo -73 —51-5 M 0 IXO 37,376 nAt5f211 ;J6 :739.0 —.17� �ix. -0 -:j `4!3 -Iii0o �.o 3.4 10 2 -,..o wo mo +65,D tofli sv, 2 -M. 4w. To it — Slld0,iUip Ima _23.517-26- --- 765- -:I.>ab 60 -ao -m. -ii ;ab, --mo +6 .o 4305 6,o -1360 650 M. +65'0 CW —e 14, 115 ;T -85,0 -,iiu 7F.7. 30.650 L a69.0 2J2_ " n!:- 31562 �,o -IL. r -,Rii a 430.11 ..'tI -1-- 013 iil 0 -921 ZMCattags Iloo ii -mo +IF5.6 6 -M2 nb 40 _ZL_ 17.617 M. - I T 6 �65�0 0 I � 32� 0 n '1 ais.E t360 6a0 eIi 00 1 LLj D -mg 65.0 11Xo 12 5is .50 4�G -1.0 'At -1.. - -!: 0 le , - I ---31, -,—on o �. 65� 13C0 +�.o M. '47 -ii 65,0 =G�:6 -650 6 517 ti3,207 -;65 -1 -:i— -mo -mb -76E-Y- val iD, ,ii -tIt 1 ti,,6ia v -i+csa az 1,,516 * 5,0 mv a -tv it +toc -1 -130,0 -6,4 51, .1 IF -476,01 -:f -1096 50 16 0 -11 il w121 7- -iDD.4 .65.0 -w 1 .1 117 - 311 bI6 +650 nolii +65m4 -0 -iaw ma SiargaiGPmtieer gbii 65o 20,53i - 23-618 466 43-,DII -;eKo in" I I -65.0 07,9 -'1 129.2 -77-5 7 �20 ilti -It' ii �5. 1 -tiM �tI -,I L '-5A 2 n.2 .65,O 42. Ii �W" "55, -4- ,o N,9 -�0 -72,b +tt5,I -70.0 517 ll,6 G. . in't, �,o -Ii �5�0 1 71 2 m6i I 39,516 �5,0 -LlL6 037 1_ T 842--T6—u -mo 1 -1A,95 , . -3 7 11 26 117 - 21511 V f L_ _ 24.M4 ., 1� 11X -.6. -- — �1,4 14-1 —il—I—I, XW-L16,� .0 - �--_j 151 M7 - 1- 7 -i 80.3 t — 1N-76 9 T -InA T +1 -71A MIN. SASH HEIGHT = WINDOW SUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE PUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE V14DTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. I= SECTION DETAIL FOR VVINDOVVS WITH LEVEL R2REL NFORGEMENT &_GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES CONFIGURATIONS) 1070 TECHNOLOGY DRIVE N.VENICrz,FL34275 Q S, AT 0/4u Al AL Jff A LYNNWLLER. P.E. P-Eft 58705 REGISTRATION #29n6 H HT C) ADDED MIN. SASH HEIGHT NOTE. AK - 3/10120 zmw9m;jovm� il.kwl�AA t Ex Ri—fi D-7 " �7/30/20�25 V -4— SINGLE HUNG WINDOW INSTALLATION - NI 105115115, 09- ME IMEN - MIN, SASH HEIGHT = WINDOW BUCK HEIGHT - 50,136 (APPLIES TO ANY HEIGHT 91,76- OR LESS) Neo—TEs— I ) USE Ti iE ABOVE -ANCHOR QUAN77TIFS REQUIRED TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE -MAX ANCHOR O.C. SPACING..."TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN, 3) FRAME DIMENSIONS ARE BUCK, "MR" -= MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. xl No 5 8 7 0, 5 �, , rAI tau N. VENICE, FL U275 (94I-1600 Y480 A. LYNN MILLER,,' F. IrfwLAW-0 , C. Spacing for 1: "I.Wg.11M - " - - I--;- � C) ADDED MIN.SASH HEIGHT NOTEMi. Y::P.d. P—d.PfCjht,.I AK - 3/10120 1 Pay 6pw: I Dru- ANCHOR QUANTITY TABLE J ROSOWSKI GLE HUNG WINDOW INSTALLATION - N1 05/1 �/ffi NTS 9OF12 I'M'D-StbH4400-01 Im ,625' -f— J-CHANNFL FRAME HEADMAMB 062" 062" C�b 1 483" 1.483" 1.4'8Y 1,483" �j J 625"' FLANGE FRAME 03 FIN FRAME C4� EQUAL LEG FRAME HEAD/JAMB HEAD/JAJ11B HEADIJAMB t 070" 060- 71511 CLIGHT 2 REINFORCEMENT 3481 3.483- 3A83" 3,4aY 4- -11-- ��_04v IJ 06 .06 036 2 1,34cr J-01 2�.4" 1,331- 2.444" 2,444" NJ 2,444" STANDARD HO MEETING RAIL MEETING RAIL (2 7 REINFORCEMENT L L REINFORCEMENT 51 4- ,625' J-CHANNEL N 1525' C FLANGE 0 FIN FRAME EQUAL LEG 1.375' 1, 6) RAM FRAM S FRAME SILL SILL FRAME SILL 1872" 1641" 1161� 375 -ULF-" J, ---------- — I 3 2 472' 'E"' 176" ff 974" 471 471- 1231" "361, 060" _J F 050, 070 Fix C, SASH RAIL BALANCE c7) SASH STOP I COVER I IFT RAIL C2�� LIFT PAIL BEVELED BEVELED 19 INTERLOCK INTERLOCK COVER c MEETING RAIL COVER SCREW I, INTERLOCK;,/ INTERLOCK PRODUCT REVISED .. --plying with the Florida Building Code NOA Me. 20-0401.04 864"-sfli a16C) .300" lJt T. ANGES THIS SHE NO CH E Expiration D 7/3012025 By .754" AK - 3/10/20 M EXTRUDED ROLLED LED 1070 TF.CHNOLCK.Y DRIVE WINDOW EXTRUSIONS J ROSOWSKI �773,) IG BEAD (j�� SCREEN FRAME SCREEN FRAME "2 N. VENICE, FL 34275 (941)480-1600 SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 Scam:"7E ' al—i�g N.. Raw SH-5400 10 OF 12 MD-SH5400-01 c REGISTRATMN #29296 I I TART F R CONT Bill of Material, cont. -Part �_# Descripcon Material 45 720197 Auto Lack Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Look Cover Assembly Cast 7inc, 48 76XI 1 80PTX #6 x 1-1/8' Ph. PH SDS (Auto and Sweep Lock Screw) 3S 49 720200 Auto and Sweep Look Keeper —cast —Zinc 50 76XUPPA #6 x 3/4" PH. PH SOS (Keeper Screw} SS 51 420181 UR Beveled Tilt Latch Comer Key PVC: 52 420182 UR Pull Pull Tilt Latch Corner Key PVC 53 7634PHFL #o' x 3/4�' Ph- PH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 - er Tilt latch Retainer PVC 1 56 720207 1" Tilt Latch Spring SS 1 57 420186 Plastic Tilt Latch Finger Pull PVC r158 720192 Metal I ift Latch Finger Pull t �2jnc 59 420180 PTZt Bar Comer Key PVC 60 720206 Pivut Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 314' Ph. FH SDS (Pull Handle Screw), SS 66 420188 - Butorn Latch Strike Plate __Cast Zinc 67 785BB #8 x 5/8" Ph. PH SMS (Strike Plate Screw) SS 73 720136 E.G. Bead 3 VC74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71646N Setting Block glEr x V x 118'), 85 +1 5 duro. EPDfvl 80 61012 Extruded Screen Frame Alum 81 61011 Roil -Formed Screen Frame Alum 82 7CI<GLB21 Screen Corner Key for Extruded Frame PVC 83 47042 Screen Corner Key with Pull Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 85 7CASPf,4 Tension Spring SS 86 6181 6CA8 Screen Cloth Fiberglass 97 6�1635/61814 140' Screen Spline (Machine!Hand Rolled) Vinyl Part # Description material 76 Kommerling 4SG TIPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-5717, UWa & a970 NOTES 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TOBFLABELED FOR AAMAEXTRUDER CODE. 2) ITEMS# 9-13,15,24,25,28,29,34,39,61, 62, & 68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL SILICONE -HOT-MELT BUTYL STRUCTURAL SILICONE STRUCFURAL 3J1 6" NOM. FOAM POLYISOSUTYLENE- 114" NOM, WITH WITH DESICCANT Ih DESICCANT e EXTGLA EXT,GLAS�� I T GLASS F- GLASS '7 KODISPACE SUPER 4SG TPS SPACEW'NXT TV, ALUMINUM REINFORCEMENT POLYISO- -• -DESICCANT FILL AREA BUTYLENE--- 5/16" NOM�._ SEAL O RO 5116" NOM, --SILICONE SEAL BUTYL NTP ROLL -FORMED__ "F DESICCANT-- F M STAINLESS STEEL \B EXT.GLASS_ GLASS GLASS --,iDURASEALO Iii - — � QDA('F-:D _XLEDGE TM Q!) SPACER - -- R- PRODUCT REVISED .. —plying .0th the n.nid. Building Code NOA-Ho -------2U-0401 .04 ?IV E.wto:.tson 7, -, �713101120�25 "�c C) ADDED BACKBEDDING By: 0/20 AK - 3/1 oNo ,,-3795 D— W. , z � © 1070 TECHNOLOGY DRIVE M VENICF_ FL U275 BILL OF MATERIAL (BOM) J ROSOWSKI Ttw Dote: �T HUNG WINDOW INSTALLATION I - NI 05115/15 P1111f L _7NTS 11 OF 12 Z I"M'D-SH5 REGISTRATION929296 NOTES 1) SOME PARTSIOPMONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS # I & 5, OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7, 4) USE OTHER CASH TOP LOCKS OR SASH BOTTOM LOCKS w:"&FW*:fffjxtyj ol v No 5�705 -U 1070 TECHNOLOGY DRIVE N. VEIGCE, FL 34275 of- (941) -4 1600 A !I YNk4 LLCR"�,E P # 58705 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS EXPLODED ASSEMBLY J ROSOWSKi SINGLE HUNG WINDOW INSTALLATION - Ni 05115/15 S-f-IMWW, 7- 5"7" "igNa. " SH-5400 1N"'TS 112 OF 12 MID-Si-15400-01 1c 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-HR5410-01 titled "Horizontal Roller - NI", sheets I through 15 of 15, dated 05/15/15, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E,, beating 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 and renews NOA# 17-0411.09 and consists of this page I and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. CMIAM�` MMNOA No, 20-0406.02 TMUWY Expiration Date: September 24, 2025 08/27/2020 Approval Date: August 27, 2020 Page I PGT Industries4 Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. 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 and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal' spacer system, Super Spacer"NX-17 TM 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalims Ortega, P.E. (,'Vubmitted under previous NOA No. 16-0714.18) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Umfon-n Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.32. 1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc,, Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idaltuis Ortega, P.E. (Vubmitted under NOA No. 15-0903. 11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Su bmitted u n der NOA No. 15-0903. 11) 2. Glazing complies with AST M E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA 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 02/28/1.8. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.02 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 E - I X E. MATERIAL CERTIFICATIONS (CONTINUED) 2. NOA 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 09/15/16, expiring on 04/16/20, 3. NOA No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/1516, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014) and FBC- 61 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 under previous NOA No. 16-0 714. 18) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0903. 11) G. OTHERS 1. NOA No. 16-0714.18, issued to PGT Industries, Inc. for their Series "HR-54 10" PVC Horizontal Rolling Window - N.I., approved on 09/01/16 and expiring on 09/24/20. 2. NEW EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, dated 05115115, with revision C dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative its listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 101-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.02 Expiration Date: September 24, 2025 Approval Date: August 27, 2020 B. TESTS (CONTINUED) FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Alwnlinurn Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PG-T PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-6t' Edition (2017) and FBC-71 (2020) dated 04/02/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with AST M E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (PEE 2). E. MATERIAL CERTIFICATIONS 1. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 03/08/1 expiring on 02/28/23, 2. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for thel "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions fol Windows and Doors" dated 02/27/20, expiring on 04/16/25. 3. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc, for thel "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/27/20, expiring on 04/16/25. 1 F. STATEMENTS I Statement letter of conformance, complying with FBC-6' Edition (2017) and FBC- 7' Edition (2020), dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/27/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. 1. NOA No. 17-0411.09, issued to PGT Industries, Inc. for their Series "HR-54 10" PVC Horizontal Rolling Window - N.I., approved on 08/31/17 and expiring on 09/24/20. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0406.02 Expiration Date: September 24, 2025 Approval Date: August 27,2020 2-5 ANCHORS SEE_ 8 CLUSTER DrTAILS ET6 \ �--•-- 12-3/4"MAX. O.C. 1A14' SEE SHEETS II r_.. MAX,I.w- i 3{. 1 .......� B. SEE9 93 P, SEE 2-5 ANCHORS, SEE -- SHEET 3 '�-" uH -°"i � , j,._.._ _ _' ... _..__ ......:....... SHEET 4 CLUSTER DETAILS SHEET S 10MAX. 6" MAX, ---, - A. SEE SHEET 3 ¢r { 10"MAX SHE TEA r �AX 1�i i I� E. SEE, _--. 1 if SHEET3t / EQUALLY I MAXO.C. 72" `' 72" € SPACED 7N ANCHORS PER / I€ `'� 8 CK �..� / !� "�i ? UC EQPACE01 'TABLES I3-15 � [ //� I E 4 F HEIGHT SEE ` .: / i. r� { H ANCCHOR01 ATABLES NCHORS i{ EIGHT i E I SHEETS SEE SILL ,f SEE SILL — - - _�• ..---- T wEEPHDLE � �� DETAILS, - 4' O.C. 3" MAX. -- WEEPHOLE 4" fl C. T) I SEE OLE BE -- i DETAILS, _ f --� 3" MAX. WEEPHOLE . SHEET3 IWEEPHOLES �- B SHEET4 $cEEN �-1 i _. L.-.- D OETAkLS' EPHOLES I SHEET3 75" MAX. BUCK WIDTH ---..-- -- 75" MAX. BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL SHOWN AS OX Ct}NFIGURATION ._ -- FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT HORIZONTAL ROLLER DESIGN PRESSURE RATING _IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR LEVEL, SEE SHEETS" IMPACT RESISTANCE 15,851, - 4- -•-I i-- 18,94"MAX. O.C. I MAX. fl.C. i �-- B, SEE $ #EET 3 A BUCK HEIGHT X i I O, X 15.87" MAx. Qc. 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, 3) FOR MASONRY APPLICATIONS IN MIAMLDADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD SUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-1t2" THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. VOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (FOR) 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 SHOULD BE SEALED. OVERALL. SEALINGIFI.ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 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. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASIM E?300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AID, 8) 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 THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCESTEST REPORTS FTL-9072: ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCOiDEWALT CRETEFLEX NOA; ELCO/DEWALT AGGRE-GATOR NOR; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE(LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 4" O.C. BETWEEN g„ MAX. WEEPHOLES �1 140" MAX. BUCK WIDTH ELEVATION FOR TYP FLANGE FRAME SHOWN AS XOX CONFIGURAT_!C CODES / STANDARDS USED: ® 2020 FLORIDA BUILDING CODE (FSC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E130MG < ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI SIOD-16 �• AISC 360-16 GENERAL NOTES._.. .................... 1 !.. ELEVATIONS__...._,._ ....... ....... .... 1 '. FRAME, GLASS & ANCHOR ''.. OPTIONS....__ .................._ 2 .. INSTALLATION, FLANGE & EQUAL LEGtBOX.,..........__. 3 INSTALLATION., INTEGRAL. FIN & J-CHANNEL.............. 4 GLAZING DETAILS _........_- _......5 DESIGN PRESSURES_ .......... _..... 6-8 ANCHOR QUANTITIES ................. 9-13.. EXTRUSION PROFILES & BOM.._.14 ASSEMBLY........_.__._..._... _.._._..15 USER INSTRUCTIONS_ PRODUCT REVISED 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REOUt REMENT USING WINDLOAD STANDARD ASCE 7. I' f as co ing with the Ftarida Build-ing Code 20-0405.02 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION {OX, XO, XOX}, SIZE, GLAZING OPTION FROM {CABLE 1} AND REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 5-12 {SHEETS 6-8}. ET MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIRE4dENT FOR THE WINDOW OPENING'' la` r d'A� LYtJrj�A� 7 .... "'' ... y10E 5 fi''" ,S l ��. Revision: C) UPDATED TO FBC 2020, REVISED ANCHOR TYPE NGA-No. Expiration Date09/2=4/2025 ' OBTAINED IN STEP I. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. TABLE. 1~-- By 3) DETERMINE THE MOST SUI I"ABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION , : No. 56705 '"[IT AK - 03/2720 MI. -I -Dade Product Cuntroi CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9-13), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTSFORYOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL PAIN. REQUIREMENTS FROM THIS -_ ,•� '. ci Bescrlpflon: GENERAL NOTES & ELEVATION Dsamn By: J ROSOWSKI OG SHEET-SET ARE 44/ AT)aN.70TEC $DRIVE , FL PER SHEET 3 FOR INSTALLATION USE TABLE 4 ON SHEET 2 F ND THE E FLANGE/EQUALTION OR SHEET 4 FOR INTEGRAL FIND -CHANNEL INSTALLATION. fl�' -.. �.L OR,iOE ,,. �� HORIZONTAL ROLLER • - ..... // - NI 05115/15 NOTE! DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, // //ONrti 1` i t �* t 3m3 /+,fa 1e(: 3calti: Sheet: 7XowA+9 No• Rer. INTEGRAL FIN OR EQUAL. LEGIBOX), SEE FIGURE S ON SHEET 2. _._ A. LttdrS MI1ILEl , P.E RE.458705 REGISTRATION $29298 HR-5410 NTS 1 OF 15 MD-HR5410-01 I,.'i Glass _Type Description (Listed from Exterior to Interior) 1 3/4" LG.: 116'A Exterior Cap - 112" Air Space , 1,19' A Exterior Cap 2 314" LG.: 1/8" T Exterior Cap + 1/2" Air Space + 119* T Exterior Cap 3 3/4" J_G,: 3/16'A Exterior Cap + 3/8" Air Space + 3/16" A Exterior Cap 4 314" 1, G, 3116' T Exterior Cap + 3/8' Air Space + 3/16" T Exterior Cap TABLE 2 ALLOWABLE ANCHORS IT IROUGH THE FRAME GLASS TYPES I & 3 MAY NOT BE USED IN THE HVHZ ABOVE 39. Group Anchor Substrate Min. Edge Min. Dists nce Embedment* P.T. Southem Pine (SG=0.55) 7116' 1_3/S" #10 SMS Steel, AW 3/8" 0.050" (steel, 18-8 S.S.- or 410 S.S.) Steel Stud, A653 Gr, 33* 3/81, 0.0451' (18 Ga.) A Aluminum, 6063J5' 3/8" C. 059* 3/16" steel Ultracon or P.T. Southern Pine (SG=0.55) T 7/16" 1-318' Ultracon, Concrete (Min. 3 ksi) T, 1-318 1, 3116' steel Uttracon a Um; rooted 61i U, (ASTM CTD) 2-If2" 1-1/4' 3l16' steel Ultrapon+ Ungrouted CMU, (ASTM C-SO) 1-1/4" P.T. Southern Pine (SG=0.5 9116" 1-3/81, #12 SMS Steel, A36* 3/81, 0,050, (steel, 18-8 S.S. or 410 &S.) Steel Stud, A653 Gr. 33' 316' 0.0451' (18 Ga.) Aluminum, 6063-T5* 3/8" 0,063' IX' steel Ultracon or P-T. Southern Pine (G-0.55) 1" 1-3/81, tJftracon+ 114" steel Creteflex P.T. Southern Pine (SG=0-55) ill 1-318" 1/4" steel Aggre-Gator P.T. Southern Pipe (SG=0-55) ill 1-30 Concrete lmin. 2.85 ksi) 1"1-3w 1/4" steel Ultiacon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" C Concrete (min. 3 ksi) 1-3W 1/4" steel Ultracon+ Ungrouted CMIJ, (ASTM C-90) 1-1/4" 1/4'steel Greteflex Concrete (min. 3.35 ksi) V 1-314!' 114" steel Ultracon Concrete (min. 2.85ksi) 2-1/2" 1-3/4" 114" steel Ultracon+ Concrete (min, 3 ksi) 2-112" 1 3/4" 1/4" steel Uftracon+ Ungrouted CMU, {AS'TM C-90) 2-1/2" 1-1/4" --Concrete 2-112' 1-3/4" 1/4�' steel Creleflex Ungrouted CMU, (ASTM C-90) 2-112" I Concrete (min. 3,275 ksi) 1-1/2" 1-3/3, 1/4" steel Aggre-Gator Grouted CMU, CAST Group Anchor Substrate Min, Edge Min. Dista me Embedment' E 2-V2"X i3T Common Nall P.T. Southern Pine (SG=0,55) _F_ 318" 27116- 2-1/2' Ring -shank Racling Nail P.T. Southern Pine (SG=0.55) 3/8, 2-7116- P, T. Southem Pine (SG=0.55) 112, 1 _111" 910 Trusshead SIMS Aturninum, 6063-T5* — 318' 0,050, (steel, IM B.S. ___ _-Sieel — ^ _T87 or 410 S,S-) Steel Stud, Gr. 0,0451" (18 Ga.) F Steel, A!Bl 3/8' 0.050" P.T. Southern Pine (SG--0.55)1 WIG' 1-3/8" #12 SMS Aluminum, 6063-T5* 0.063, {steel, 1" S.S. SteW Stud, Gr, 33- 318" 0,050, or 410 S,S.) - —- Steel, A36- ilw 0-060' * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU.' VALUES MAY BE USED FOR GROUTED CIAU APPLICATIONS. Frame Glaw Installation Types options Condit ons Substrate Option Detail Sheet Fig B) (w. Table 1) Through the 2X Wood Frame/Buckstrip - snee# 4. option 5 3-Channel1 integral fw__ into Metal -sheet 4, option 8 - 4 Through the ftarn. Jut. 2XWood F—elft.kslop h.of 4, option 6 .fih.mndow. to Me#al -,heat 4, option 7 2X Wood Fmm.oJBuokstnp - shoat 3, option I Hangs -through the frame ....into Ommte/CMU -sheet 3, option 2 1-4 ofthe window... ,.._through EKBucksup, Into C ... ret.JCMU -sheet 3, option 3 Into Metal - sheet 3, option 4 nall"ll the__voh XWood Frame/Backstnp-stieT4,—Grm5 Meg at Fin .11.1 111� _ .._into Metal - sheet 4, option 8 043) 1-4 Through the forne fl. -into 2X Wood Frome/Buckstrip -sheet 4, option 6 the�.vnndow_ rnto Metal - street 4, option 7 ±ff,4) hitf, Ftaicenb.kothp - ,hevl 3, optim I I Box Equal -Leg 1-4 Through the frame into Coneele/CMU - sheet 3, option 2 i oi the window__. through IXBucpArip Into ConoretaiCMU - sbaot 3. option 31 into Metal - meet 3, option 4 1 INSTALLATION NOTES SEE SHEETS _3& 4 FOR ILLUSTRATIONS 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET. ALL WOOD SUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS, IX WOOD SUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SUBSTRATE. WOOD ROCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND MSTAI LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 15 FOR OPTIONAL EGRESS LOOK DETAILS 2' r4 BOX FLANGE._. EQUAL- LEG �s 119 0 I &3 46LA J-CHANNELI rim INTEGRAL FIN Ly N/V No.58705 _2 'MIN. OF 3 2 �)_o - MATO�F 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 THREADS 4P' BEYOND THE �4ORIOP' N METAL 1, /0NAL SUBSTRATE A. LIMN kb�A,`P E. RE# !6705 . !EGtMRATION#�29� C) REVISED ANCHOR TABLE. AK 03127120 GLASSIANCHORSIFRAME OPTIONS HORIZONTAL ROLLER - N1 sblwl_def: sh.1b, HR-5410 NTS 2 OF I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0406.02 Expiration Data 09124/2025 By MI.-j-Dade Product Control Dr.- By, J ROSOWSKI Date., 05115115 Na 'w_—, I-01 C INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 TYP. ANCHOR TYPE, INSTALLATION C2�1 )0 R C22) 0 R (2 D3 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE _OPTION 4 SEE INSTALLATIONNOTES SHEET 2 BUCKSTRIP INTO CONCRETE/CMU. OPTION I -DISTANCE PER SUBSTRATE, (SEE SHEETS 6-8) SEE NOTE 2, SHEET 2, ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. ANCHOREDTHROUGH TYPICAL FOR ALL I FRAME INTO 2X MOD FRAME INTO METAL "XO" OR 'OX" SASH 114' MAX SHIM EMBEDMENT FRAME OR SUCKSTRIP 114" SEE NOTE 2, SHEET 21 -0 SHIM W &6 30 -CZ EMBEDMENT OPERABLE EDGE FLANGE #10 OR #12 STEEL SASH fl DISTAN E FRAME SMS {G5iSEE lu SHOWN TABLE 2, SHEET 2. �28 L-114,,MAX SHIM TYP. ANCHOR T 'IPF, 2 EMBEDMENTAN _j LITE VISIBLE it --EDGE DISTANCE PER LIGHT WIDTH L SUBSTRATE. TABLE 2, SHEET 2. (73 L 87 DADE APPROVED MULLION _77;��_' - __ A_ '_ _) 11 . - -1 C__ - SIBL. 2D 9 FSC COMPLIANT LIGHTWIDTH\42 EXTERIOR ALUMINUM/STEEL FRAMING FLANGE 04-- 4 EQUAL OR STEEL STUD, MAY BE FRAME I I 1 -1 M INTERLOCK VISIBLE FIXED VERTI (24 CAL OR HORIZONTAL. SHOWN _)OR ORC26)- LEG 'L {SEE SHEETS 6-8) TYPIC� FOR ALL ME SPAN (S IIA , (I '�A 2��"'_!D LIGHT LITE SEE SUBSTRAI E PROPERTIES, SHOWN (43 FR. H SASH HEIGHT TABLE 2, SHEET 2 XO" OR 'OX' FIXED MEETING RAIL ICORNER AND (1) AT CENTER OF BUCK WIDTH SASH STILES)RALS HORIZONTAL SECTION A:A�OX 2 OR 2) BUCK Ir216 (SEE SHEETS 7-8) TYPICAL 30 )--\ HEIGHT EXTERIOR% OPERABLE '�43��)-"\ FOR ALL 'XOX" SASH OPERABLE (4 20 =7T I T____`_ SASH SASH VISIBLE _4 IL H LJ ,_- -�,C�� __ `�--_ 2$, _ (jam 'GJ TYPICAL FOR J, ORgOR(\�3) LIGHT OPERABLE (SEE SHEETS 6-8) HEIGHT� r SASH ALL SASH- 41� FIXED -' - It VISIBLE LITE LIGHT LIGHT f f, J� v I L, I I -U 29 FLANGE FRAME WEEHPES 0 J�_i SHOWN OTC 3/4" X 1/4" 1-1/4"X 1/4" 1/4"MAX SHIM \-442 1IOHLE j EXTERIOR T WIDTH (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX"FIXED MEETING RAIL EQUAL G FRAMESL� WN INSTALLATION EMBEDMENT OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. TYP. ANCHOR TYPE, EDGE DISTANCE VISIBLE LIGHT FORMULAS EMBEDMENT AND EDGE --/VERTICAL tE_QUAL-LITE,_XO_?, OX) CIS I ANCE PER SUBSTRATE SECTION B-B WIDTH. BUCK WIDTH 12 - 4-1/4" SEE TABLE 2, SHEET 2� HEIGHT: BUCK HEIGHT - 7-1/4" BUCK WIDTH HORIZONTAL SECTION E-E �XOX EQUAL EG FRAME PRODUCT REVISED INSTALLATION AS PER SECTION A-AABOAVE SHOWN .. ..-plying with the Florida RW= B.Hding Cede 20-0406.02 NOA-No. L ol? C) NO CHANGES THIS SHEET. E.pj—fl.n Data 09/2412025 AK - 03/27120 By No, 58705 = Miami -Dade Product Control By. -)3 1070 TECHNOLOGY DRIVE N. FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI ATE OF VENICIE, FL 34275 HORIZONTAL ROLLER - NI 05/15115 "/',�OIFVAL ti. 4 MII!I2dR,'P A, _1 E H R-541 0 NTS 3 OF 15 MD-HR5410-01 c INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X EMBEDMENT WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, ------ :�- EDGE SHEET2. ------ DISTANCE J_CHANNEI I BUCK FIN FRAME SHOWN EMS TYP, AND�HCF)R 'E EDGE DISTAN CE SUBSTRATE, SEE SEE TABLE 3. SHEET 2, EMBEDMENT INSTALLATION OPTION 5 VERTICAL ANCHORED THROUGH INTEGRAL FIN SECTION D-D INI 0 2X WOOD FRAME OR BUCK- af RIP, SEE NOTE 2, SHEET 2 TABLE 2 114" MAX SHIM TYP. ANCHOR TYPE, ,_EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TAPJ F 3 SHEET 2, DADE APPROVED MULLION, INSTALLATION OPTION 7 ANCHORED THROUGH FRAME SEE INSTALLATION NC I — INTO METAL (INTEGRAL FINIFLANGE REMOVED) I--- 1/4"MAX,SHIM Q-1 18 TYPICAL FOR ALL OR "OX"SASH ICJ SASH INSTALLATION OPTION 6 ANCHORED THROUGH Fiwiamo 2x WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. SHEET 2. umarmmENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) FIN FRAME SHOWN INSTALLATION OPTION 8 ANCHOREDTHROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) #10 OR #12 STEEL SIMS (G5), SEE TABLE 2, SHEET 2, Lllih 1 -(14) HANNEL F EETS 6-8) TYPICAL FOR ALL NAME "XOX'_FIXED MEETING RAIL SHOWN BUCK WIDTH HORIZONTAL SECTION F-F (XOX) ;PAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE OM EACHSASH 4D (1) AT CENTER OF SERAILS C) NO CHANGES THIS SHEET. AK - 03127120 Na58705 —Aptl LIGHT FORMULAS ';3 20 0 4,�_� 1070 TIECHNOILOGY DRIVE J-CHANNEL & INTEGRAL FIN FRAMES Uunt E-, -ko - 6 - x I j_N. VENICE, FL 34275 rltf� UCK WIDTI 112 - 4-114" (941) HORIZONTAL ROLLER - NI BUCK HEIGHT - 7-1/4" /ONAI� 11 S A LYNN MILLER, P.E. HR-5410 NiS 1 4 OF 15 P E9 58705 REGISTRATION 929M I PRODUCT REVISED .s c.-p4l.9 with the Florida Building Code N0AN 20-0406.02 Expiration Data 09124/2025 By MI.-Ii-Dad. F-d..t Control 7io—ZOWSKI 05/15/15 1 r=0" 7HR 10-01 c MI SILICONE STRUCTURAL 1/4" NOM DLYISOBUTYLENE-- WITH DESICCANT KODISPACE EXT. GLASS 4SG TPS GLASS I HOT -MELT RUTY1. STRUCTURAL SILICONE FOAM , 3116" NOM_ WITH DESICCANT SUPER EXT.GLASS y 16SVACEER"t"NXTT' GLASS ALUMINUM REINFORCEMENT F- 5116" NGM�BUTYL&ADESICCANT- EXTGLASDAM DU RASENL!-�" SPACER GLASS POLYISO BUTYLENE DESICCANT FILL AREA 5/11" NOM, SEAL ROLL FORMED SILICONE SEAL STAINLESS STEEL XLEDGE TI EXT. GLASS SPACER I,,/- -IN L GLASS Part # Description Material 76 Kommerfing 4SG TIPS Spacer System 77 Qua nex Super Spacer nXT with Hot Melt Butyl See this 78— Quanex Duraseal Spacer — Sheet for Materials 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS- FrL-8717,8968 TMO 4, 314'NOM 118" A GLASS ------ 1/2'AIR SPACE 1/8" A GLASS — G] EXTERIOR 4^-1 314" NOM. 3/16' A GLASS -- _T 318" Al R SPACE - 3116- A GLASS C_] EXTERIOR GLASS TYPE 3 1/8" T GLASS - --- 1/2" AIR SPACE — 1/3"T GLASS— < - I EXTERIOR 3116" T GL, 3/8" AIR 3116" T Y] E --I 3/4"NOM. l#�Ag �*A 3/4" NOW relw_j�� OM LASS TYP. GLAZING NOTES: PRODUCT REVISED "A" = E6 1'- TEMPEANNEALRED as complying with the Mende Building Code NOA-No. 20-0406.02 C) NO CHANGES THIS SHEET. Epl—fl.. Dote 09124/2025 AK - 03127120 Miami. -Dad. Product C.;t_1 N. D—Hpu- 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941)48�160() 0 TE t, 'r I E P,L,# 58705 GLAZING DETAILS J ROSOWSKI nu®: HORIZONTAL ROLLER WINDOW - NI 05115/15 is HR-5410 NTS 5 OF 15 D,-HR5410-01 I C RECISTRATION*29M Index to All Design Pressure and Anchor Quantity Tables Max. Max. GI-X Rert D.,ag. P.... AmN,QRtity War, Right TYR. L.,.! T-1- # Pago e- u- #FPage 54" 6 5 3 1) 75' 54^ a 7 6 14 9 X0 3 10 7 15 10 DR 76, 54 4 7 6 14 9 3 10 7 15 10 4 11 a 116 10 63" 1 3 5 7 17 11 XOX 3 9 7 18 12 14(r 3 :== 7_4 4 12 4" MAX, O.C. —T /. 5 -ANCHOR ER DETAIL TAB—LE__ 6: I Glass Types 1 -4 Design Pressure (III for XO or OX Windows F-P.7,7i R wmriuu Fl,"k H.�nhf Rl 30" 36" 49 54!'_ --7-117 .65,0 .65 0 l _100 0 65I0 -too o 66,0 i -ioao 28" +650 -100B, + 65 0 100.0 1)- 16.5,0 i -100 0 +650 -1000 35, -859 t -I'MO I -65�0 -1000 -65,0 1 2 2 M 42- -650 1 -1010 +65,0 1 100,0 +Oao I 9 +'Z-'T0 -RI 41" "350 -100,0 .65.0 -650 -76 1 +65 0 i -65,6 .650 -100,C) 1�5,0 iB 5 76 -650 i-100..0 +65,0 SECT-19NDTTAL FOR WINDOWS WITH LEVEL RI REINFORCEMEl' (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) b= I AuLc 16 I-IJK ANTTIJKA� R TABI F 7 Glass Types Design Pressure (Ibsift) fo r XO or OX Windows 1-4 R.nf, Level WIadow Buck Hd9N R2 30" 31" 54" 25-117 -65,0 -1300 +650 1 10 -130.0 U 21" +65,0 -1300 +85,0 i 0 A30.0 +65.0 1 130.0 65i -1300 +65.0 -1165 +65.0 -109.6 ,a 42" 65,0 -65 5,0 -1300 t +650 -91 7 -650 -IiZ4 48' -65.0 -1300 165U 121.# --85- +�,O -72S 46ai) 130,0 +65.0 -1'4.8 riaO -83,5 -65.0 -71.8 76' 65,0 i -logs +66,0 -94 9 65 0 -72 9 -645.0' i -655,5' +cW-IIJ JUK ILAIA5 I YJ`I,S Z-4 SECTION DE� TAIL FOR WINDOWS WITH LEVEL R2 REINPORCEMEP H (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) SEE TABLE 14 FOR ANCHORAGE M H HT 4" MAX, 0 C� �1 �� L.I�� ---- �_ l[ �- i�� _l aN, EXTERIOR F, EXTERIOR I SILL -InE 4-ANCHOR CLUSTER DETAIL 1 — ----- SASH WIDTH SASHWIDTH --------------- MEETING RAIL D r 4" MAX. D.C. 0 o 25 21 Zill 2-11 r2D-- Ls JAMB LXjFgpB JAMB g7 PRODUCT REVISED 3-ANCHOR N_ I CLUSTER DETAIL as complying with the Florida NOTES Building Code 20-0406.02 1) USE THESE TABLES FORALLWINDOIWS 11 Y, INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. C) NO CHANGES FHIS SHEET. Expiration Data 09/24/2025 81 MAX. O.C. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK -F, 14, AK - 03127/20 HEIGHT 4SEE SHEETS 3-4). SASH SIZE IS AS PER THE 4'MhN, O.C.- By Miarni.-Dad. P-duct Control IT_ FIGURE Nk 53705 a) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN C) De-Ripffoo, Drown 8y. ON THE TABLE. a :2- Of 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES DSOWSKI 411 Z 4) '114-1/2-1/4"AND IF F R VENICE, FL 34275Dato 2-ANCHOR HAT 'V, 11 fOSE STANDARD SASH CONFIGURATIONS FALL (941��1600 1,4o 0 Ix HORIZONTAL ROLLER - N1 05/15115 CLUSTER DETAIL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN Avig tk� HR-5410 NTS 6 OF 15 MD-HR5410-01 THE RANGE #29296 TABLE8 I Sash I Design Pressure (Ibstfe) for XOX Windows R'e'-of ts+mlCe"Smh. R. I Window Buck Heat R3 W --- --- - ---- . 36" 48" W 1 35-14` A-%-% 11391 - 11,391 +65.0 -1000 +65.0 -IMT +650 'i '0 +65.0 ` !1060 +65.0 I -,)3,o Y,36-A 12-301 - IZ308 +65,0 -100,0 65,0 j A00,0 +55.0 -100+0 .650 X-36-Y 11391 13397 1550 11-100 0 65� 0 -100.0 45-119' +65-0 'tiao +650 '65,j -695 -- X,1 3 3+ -100.0 -65,0 A00,0 Y��X � 4 �653 *6501�100,0 65.0 T6-f,-o -96, t %-%-Y, 11.391 - 12 297 +65,-100.0-10 +550 1 -IM 0 47-3M" -650 -85,5 +65.0 -722 +595 59.6 A - /. 12.298 - 15.558 455T -100.0 +65 1 0 1W.0 - -9 +M:o 47.2 -65,0 -74 +6aO G5,9 45 �t. 11,391 - -17016 -,6,50 0 +65 0 1: 1000 65,0 -84.4 +65.0 I -718 +563 1 563 52 11E" 12.017 - 13.397 +65.0 .-1606 11 +65.0 I -850 +65,0 -718 -�56A 561 X-y-Y. 13.3w - 17.016 '55,0 I -,= 0 +65,01 100,011 -E50 -85.4 +65-0 1 -720 j +58,7 1 58.1 __Qrtam 11 3q1 - 13,397 +550 -1000 +650 -96,9 650 -139 '660 -66,6 -55,9 S5.9 I'll Y.-Y-Y 133% - 15,360 '540 +B&O -100,0 +E0 -ia. f�6S0 1 -70,7 57.6 -576 A-Y-A 115 351 - 19641 +65.0 i 100.0 +65.4 1000 +65-0 84,5 +Iz-o 71.8 +56.3 56L 75" Y.-Y,-Y 17.141 - 19.110 +650 1 -100.0 +650 1 -893 +65 0 -688 +61 4 .SIA +525 52 5 A-%-% 19,111- 24.641 -65() i -100.0 +65.0 i -98.1 +65,0 I -74,5 650 -67.2 561 56.1 -3/,-Y, 27,641 - 32 -16 t6S0 -IW,O �65 0 -89,3 --:- ;Wb 01 68,8 - - --t +614 51A -7525 52-5 Custom -32.5 1 39.641 -+- 65, 0 00.0 --% +65.0 1 --7 0 J -63 0 -�53 �753 -yy, +65,0 -89,3 +65n -68 8 +61.4 i -6t,t -50 0 j 50.0 e- ShL IABLt I r -OR ANUHORAtiE SASH SIZE=M-2 2-4 Sash Sash Design Pressure (Ibsift) for XOX Windows Ce 'Ni fth mignnis� Rsrg. Iffi) Window Buck Height 30, 36" 48' SIV, 35-VM 4" A-A-11.391 - It391 +65.0 I -ioao 650 +ttao -100,0 +65+0 -100.0 11 W. %-%-% 12.308 - I23W +65.0 14 -100,0 +65.0 -ioo,o +65.0 -100.0 +65.0 -1007" Y-Y2-Y4 11,391 -13,397 +65,o i -1000 -650 -100.0 +65.0 -1&0 +65.0 100.0 -65.0 -97.9 11398 - 14683 +65,0 -100.0 +65.0 -100,0 165,0 -100.0 +65.0 -100.0 +65.0 -I00,0 %-%_Y4 111,391 - 12.297 +650 -100 0 47 --314' +65.0 -100.0 +66.0 -;E-0- -100,0 65.0 -100.0 165.0 -952 X-Y-Ys 112296-15.558 +65X 1 -100.6 +65.0 -165TO -100.0 *65,0 C0.0 +65.0 -91.2 Oustam 11,3191 - 12.016 +65O -100.01 -�65.0 -100.01 +65.0 _8&5 52-1119" X-YI-N 12.017 13-3gT -6qN,--U.2, +65,0 -100.0 +65.0 -110.51 +65.0 -100.01 +65.0 8-7.5 98 6 i5 3.3 1701 -65.0 -1 GO.0 1650 .".0 3,6 -Ioao +65.0 -84.8 Custom ;1.391 13397 -650 60Y% 13�398 15360 +65-0-100.O 650 +65-0 -100 0 -1010165,-'20.0 +155O +-65.0 -94.9 5.0 -650 -,n.o -771 o X-Y-A 19,641 +65o +650 io 92.1 +65,0 75.7 Custom 17�391 +65.0 - 13-397 -100'0 +650 '651 -IGD.o +650 944 +650 -86.8 --` -'013398 650 -68.7 13398-19.110 +65�0 _100 +65.0 .65.0 ---+- - 97,3 65+0 -80-4 - +63,8 -- - - -63.8 19111 - 24.641 + +656 -7-94 -,64 3 -- -3j - 61 Custom 17,641 -19-397 +65+0 -190.0 +65.0 -90.4 +65.0 -823 +650 -75.6 +60,9 -80.9 961 %-%?h 19.398 - 2k3eii) +65,0 1 -100.0 +I35,0 -97.4 +�65.0 -87, '8 +65.0 1 -74.2 -5 A %-A 24,361 - 31.641 65,0 -1 -1000 -85,0 +650 -69.9 1 +55.2 -55,2 129, y-y'-y4 29,641 - 32-515 -9G4 -65j.0-818 +650 -586 1 +52... 7 516-39641 -32 -i&i-o ;+65-0 +65, - - ---F- +CS.0 F-155.6 i-- 0.5 5-5 14f) C-torn 39+641 -90.4 +C�5 +65-0 -81 1114 -65075H MIN, SASH SIZE AANQC`WWIDTH. --&kM 5EE TABLE 15 FOR ANCHORAGE NOTES 2 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE VODTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) -IJ4-1/2-1/4" AND `1/3-113-113`1NOICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TAN F V) Glass Ty" Design Pressure (lbs/ft 2 ) for XO or OX Windows 1-, Rent L-I Window ruck Height R3 48' 54' 63" 25-1/2' 165.0 400.0 165,0 1-100.0 -65o 1 -100.0 '65.0 -100,0 65,0 -100.0 E 28" 65,0 -100.0 +65,0 -103,0 +65 0 -1000 1650 -100,0 +65.0 -700.0 36" +65.0 -65�O -1=0 �65,0 -100,0 -100,0 �65.0 100�O +6 +65.0 5E.0-85A 42;� +65.0 -100,0 +65.0 -100.0 +65.0 -917 -65,6 -82A +6&0 -74.1 +65.0 -100.0 +650 400,0 +65,0 -859 165.0 6 _g 9 ,609 +55.0 -100.0 165.0 -100,0 +65.0 -83,5 +65,0 -70+9 +56,7 -56,7 ,55.0 -100.0 +65.0 -94,9 +65.0 -729 -62,8 -62.8 +50.0 -50�0 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMEI` (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) J1t 'AbLt Is - N H -IT EXTERIOR SILL ff WIDTH MEETING RAIL JAMS rxrEArop5 -F- NV I-V N � , - � C) NO CHANGES THIS SHEET. \q.. - -� AK QW7/20 - No, 58705 DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE 0 N. VENICE, FL 34275 P, HORIZONTAL ROLLER - N1 /0 NA�- A. LYttidMLLE.R,PE. FIR-5410 NTS 1,F # 58705 RE PRODUCT REVISED as complying with the Florida Building Code NGA-N.. 20-0406M Expiration Dat.09/2412025 By Miami, -Dade Product Control J ROSOWSKI 05/15115 7 OF 15 1 MD-HR5410-01 I C Glass Typos 2-4 Design Pressure (IbsW) for XO or OX Windows Rei f 1-o.1 'Almd- B-1, H.gM R4 35' 49- 1. 72' 25-112' 45 D -130,0 1 165.0 -130,0 --tio-6 -j-76-6&6 ao -;A6EC 1 r-130.0- r165.0 -130,0 28' 165.0 -130,0 -65.0 -1,30,0 '65:0 -130.0 +65.0 -130.0 +65.0 -130.0 36' +65,0 -130.0 +65,0 -130,0 +(IEO 130,0 65.0 -130.0 91 42. 165.0 -130.0 16&0 30-0 +65.0 -130.0 +65.0 -1268 -130.0 +65-0 -130,0 65,0 -1300 +65-0 -1 14,2 +65+0 -7971 -lmo -65.0 -130.0 94.1 --, +65-0 1 -81.7 -1300 +650 1 -119.3 -84,2 +652 70.O _L_ SEE I -ABLE 16 FOR ANCHORAGE Glass Typ" p 2-4 sash sash Design Pressure (lbsfft) for XOX Windows C_ idth Rml, Level R4 F-30" 36' 48- 54" "a, MM% 11,39111391 _35-114" Wl %-Y,-Y, 12,308 12.308 +65. -136,0 165.0 -130.O +65,0 -130,0 -65.0 -130.0 os 45-118" Y4-Y2-Y4 11-39 I - 13�397 +�55,0 -130.0 +650 -130,0 +65.0 -130�O +65�0 -130.0 + 5,0 6 -130,0 �y -y 3 13,398 -14.683 -Eo -130.0 -Imo +650 -130,0 +65.0 -130.O +65,0 -110.0 47-3/4" Y4-YX-Y4 % - 11.391_- 12 297 -65�O -130.0 - .58 + U26 65s -130.0 +65�0 -1 30�0 +65,0 +eiT +65.0 -lk() 165.0 -130.0 -130.0 465,0 -130.0, 165.0 +65.0 -128.9 -127-7 Custom 11391 -IZQlfl +55.0 -130.0 +55,0 -130.0 +65.0 -130.0 +65,0 -116,2 +650 -D8.2 52-118" -T2,0177-13.367 +6 0 -130.0 +65.0 -130.0 +65.0 -130,0 +65.0 -121.3 -65.0 -104.3 �6 % -%-Y, 13,393 -17916 +II5-0 1-130,0 +65,0 -130.0 j 165.0 -130,0 165.0 -130,0 +65.0 -118,71 Custom 11,391 -13,397 +55.0 1-130.0 +65.0 -130,0 -65,0 -120.4 +65.0 -104,8 -65.0 -86 W Y-Y-% 13.398 -15.360 +-65--OT--130 -0 - 165,0 -130.0 +65,0 -127.2 +65-0 -10&2 +650 -892 Y,-Y,-Y, 15,361 -19,C41 +65.0 -130.0 +650 -130.0 +65.0 _Iiao 165T 6A 12 Custom 11,391 - 13,397 +65,0 -1 19, +65.0 -109.6 j '65.0 -84A +65.0 -86.8 -0 1650 -28L 752 75' Y-YI-Y4 13,398 - 19,-130-0 I 11T:24,641 115,0 1-130.0 k17.641 65,0 -121.2 +65.0 +650 -130,Cl +65.0 -102.2 165,0 -121A 65.0 -105.2 65.0 +65,0 -79.3 -MA Custom - li? 7 0 -100.0 +650 904 +650 -828 -65.0 -75.6 +65.9* -67.3* 96' 19,39B -24,T60 7 6-5, :D 165,0 -97.4 1 +65.0 -87.8 -650 -W-2 +650 -70A M-'faA 24.361 -31641 +55,0 -1 -0 +650 -124.2 +65.0 1-103.8 +' -92.7 65.0 77.3 120 %-Y,% 29,641 - 32 515 +15.0 A00,0 +65.0 -90.4 +65,0 0 75.6 65 %-Y,% 32 5'6 - 39 "" +65.0 -l"i 0 -83.4 Custom Ct.. - -39.641 1 -65�0 -1000 5.0 -75.6 bLt, ;ABLE 1 j FUR ANUHUHAUl MIN, SASH SIZE - 'V'NDOVV WIDTH - 60,72 2 NOTES_ 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4)- SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABI F WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, 4) "l14-112-1/4"AND "113-1/3-113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN 'THE ADJACENT COLUMN- "CUSTOM' INDICATES THAT '40 STANDARD SASH CONFIGURATIONS FALL WITHN THE RANGE. SECTION DETAIL FOR WITH WINDOWS H I -p- - LEVEL RZIREINFORCEMEP (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) FXTFRt)R cl SASH WIDTH - --I JAMB EXISRPRI \5 M I MEETING RAIL Ulrv( "", Roman;4r, C) No CHANGES THIS SHEET. AK - 03127/20 No, 58705 IM TECHNOLOGY DRIVE K VENICE, FL 34275 DESIGN PRESSURE TABLES T� ATE Or 171U., I ----- - (941)400-1600 HORIZONTAL ROLLER - NI /01VAL A'L'444 MILLET P.E. HR-5410 NITS I I P.E,# 58705 REGMTRATION#29296 I PRODUCT REVISED .. cornpip.9 with the Fl.dd. B.11cilhog Code NoA-N..Z0-0406-02 E-pl-tl- D-f. 2�9/24/2025 By /:, Mi.rnl-Dade P-duct C.;it--1 05115115 8 OF 15 1 MD-HR5410-01 I c TABLE 13. Glass Types Anchor Quantities for XO or OX Windows 1-4 Sash 3T 36'Height I 48'Height 'Height 30` Haight 36' Height 46' Height 54" Height Width RetrIf. Lew� (in) 14Z, 111- Head - --He.j Head' -1 I E E E E & Sil & sill Sill sill 1-6 & sill R1 ill Anchor Group A Anchor Group C 12FSH OUt4 He. ad 4�p d He 'ill 3T 2 1+C2+1 3 IFC2:+l 3 1+C2+1 13 25-112" 12A47 1+02+1 21 I+C2+11 1+02+1 3 I+C2+1 3 1 +C2+1 -7 +, -1+C2+1 2 1 +C2,1 31 l+C2+1 77— �6 28" 11397 3 I+C2+1 3 1,C2+1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 361, I7.397 1+C2+1 2 I+C2+1 3 I+C2+1 3 1 +C2+1 3 1 +C2+1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 -T+C2+1 3 I+C2+1 3 1+02+1 2 I+C2+1 3 14 C2+1 3 14 C2+1 3 42' 20,397 ;+C2+1 2 1 +C2+1 co I 48" 23,397 1+02+1 2 1 +C2+1 3 I+C2+1 3 1 +C2+1 3 1+02+1 2 1 +C2+1 3 I+C2+1 3 1 +C2+1 3 601, 213,397 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +, + 2-T2 3 1 2+C2+2 2 2+C2+2 3 E2+C2+2 2+C2+2 3 2+C2+2 2F2+C2+2 3 9+C-2+2 75" 36�897 3 2+152+2 3 Anchor Group S Anchor Group D I C 25-1/2" 12,147 I+C2+1 2 1 +C2+1 3 1+132+1 3 I+C2;1 31 1 +C2+1 2T I +C2+1 3 + 2+ 3 I+C2+1 3 16 28- 3-367 1+G2+1 2 1 +C2+1 3 I+C2+1 3 1+C2+1 3 I+C2+1 21 1 ;6+T[ 3 I+C2+1 3 I+C2+1 3 +1 +C -T+C2+1 3 +�2+1 3 1+C2+1 3 1 +C2+1 2 C2+1 11 3 I+C2+1 3 I+C2+1 3 36- �17397 �+C2+1 1+ +1 +C 4r 203971, I+C2+1 2 1 +C2+1 3 1+02+1 3 E1+C2+1 3 1+C2+1 2 I+C2+1 13 1+C2+1 3 I+C2+1 3 I+C + I TC 7' 48" 23397 1 I+C24.1 2 1+C2+1 3 I+C2+1 3 I+C2+1 3 11C2+1 2 +C2+",! 3 I+C2+1 3 1 +C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 r2+C2+2 2 2+C2+2 13 2+C2+2 3 2+C2+2 31 75- 36.897 2+02+2 121 2+C2+2 131 2+C2+2 131 2+C2+2 3 2+C2+2 2 2+C2+2 131 2+C2+1�2+C2�+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TABLE14 F I Glass Types Anchor Quantities for XO or OX Windows i 1-4 Sash Width 30" Height 1 36- Height 48" Height 54" Height 30" Height 1 36" Height 48- Height 54" Height (in) Head[,WHead Head d Xg Head E Head -E Head E Head t d E Reird. L&A-1 R2 Si III & Sill & Sit & sill & Sill I L-11 I Anchor Group A Anchor Group C 25-1/2' 12,147 1+C2+1 J+C +1 2 1 +C2+1 3 1+C2+1 3 I+C2+1 -31 :61 - + I+C2 1 28' —36- 12,397 121 I+C2+1 3 I+C2+1 3 1,C2+1 3 ! 1+C2+1 17.397 2 1+C2+1 3 1+C2+-173 --1—+r-2+1 -3 n Not Allowed I+C2+1 42" 20.397 2 I+C2+1 3 I+C2+1 3 1+C2+1 3 -1—+c2+1 48" 23.397 -2 -1+—c2+1 -3 7+—c2+1 -3 I+r-2+1 3 2+C2+2 60" 29.397 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2 -2+-C2+2 1 31 2+C2+2 3, 2+C2+2 13 2+C2+2 Anchor Group S Anchor Group D 25-1/2- 12.147 &2 &i-T -1]_3 -1-I &2-+ 1 -131 -T, &2--+-i Ti - 1-+ 62-+T 2 1 3 I+C2+1 3 I+C2+1 3 128" 11397 1iC2 1 12 JFC241 3 1,C241 13 1-1132+1 13 I+C2,1 2 I+C2+1 3 1+C2+1 1 3 I+C2+1 3 3: 36" 17.397 I+C2 1 2 1+C21-1 3 I+C2+1 13 1 I+C2+1 31 I+C2+1 2 I+CT+-I 3 I+C2+1 13 I+C2+1 3 42" 20.397 1+C2+1 2 1+C2+1 3 I+C2+1 3 I+C2+1 3 I+C2+1 2 I+C2+1 3 I+C2+1 3 7+-C--2-+717 0 48' 23�397 I+C2+1 2 1+G2+1 3 I+C2+1 3 C�+—1 3 I+C2+1 2 I+C2+1 3 I+C2+1 3 I+uz+i 'i 601, ---- 29.397 2+C2+2 — 2 2+C2+2 - 3 2+C2+2 3 2+C L 2+2 3 2+C2+2 2. 2+C2+2 3 2+C2+2 3 2+C2+2 13 7-� T-36897 I 2+C2+-2 1 — 2, 2+C2+2 1 - — - 3 . 2+C2+2 3 - 2, C2+2 3] 21C2+2 121 2+C2+2 131 2+C2+2 31 21-62-+-2--T-3 SEE TABLE 7 FOR DESIGN PRESSURE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C, Anchor Anchor Spacing for -integral_ Group E Group F Fin" Installation 2.5' 4" Lei] 9 ulk FOR OX WINDOWS (XO SIMILAR): -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY: ii-)A-N-CH-ORS-A-TT—HEF-I-X-ED--S-E-0-T-1-0-N A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL (2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL, SEE ELEVATION, SHEETI, SEE ELEVATION, SHEET 1 SEE CLUSTER FETAL 3, SHEET 6 k- �A - — - ---� -- I---- I ELEVATION, SHEET SEE 11 ELEVATION, SHEET I I -\ -MEETING RAIL TREPEAT ANCHOR PATTERN AT SILL ANCHOR QUANTITY PE R JAMB L1+Ca+2+C311I �r14 /E . ILLANCKORQUA�ITITV: A -S- III) ANCHOR AT THE SASH A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL (2) ANCHORS AT THE FIXED SECTION * A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL * (1) ANCHOR AT THE SASH I OTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. SEE ELEVATION, SHEET I 'SEE ELEVATION,SHEET SEE ELEVATION, SHEE V I - --------------- SEE ELEVATION, ION, SHEET I 0 X / .-- - SEE -z- FL.FVATION, i // - 11 SEE CI' SHEET I DETAILS, -NIEETING RAIL- SEE CLUSTER REPEAT ANCHOR PAI TERN AT SILL SHEET Max. Anchor 0,C. Spacing for "Integral - Fin" Installation NOTES! 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOIWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE PRODUCT REVISED ....-plyling wth the Florida Building Code NOA-No. 20-0406.02 Exo-tion Date 09124/2025 By Miami -Dade Product Control C) NO CHANGES THIS SHEET. AK - 03/27120 LI F 1 U) 0 2 0 m -71-n0 0 -i 0 — Ix z U- C) UJ Co 1- 2 v nN LU ti > Co Ui -1 Z LL 0 W rn -j -j F z 0 rL 0 Q -j z -f-S Z 0 0 N 0 No. 58705 44/ C) % �STA PqF T 11 A, I I IIN M I L � ER ``",P.E.'' REA 58705 TABLE 16; Glass Types 2-4 Reint Level R4 ABLE 15, Max. Anchor O.C. Glass Types Anchor Quantities for XO or OX Windows 1-4 Spacing for "Integral - Sash 30" Height T 3e--H7- ght 1 4 Height 6 " Height 30 Height 36' Height 48- Height 1 54- Height 63"Height Fin" Installation — Width (in)Head d -2 Head E Head Head Head �E H E I Anchor AnchorE Reim Level m I & Sill & sill A -I & Slil a )up E Group F R3 Anchor Group A Anchor Group C 2 5" 1. 25-1/2' 12.147 I+C211 2 1+C2+1 3 1+C2+1 4 1+C2+ + + + + + + + + + + + + 2W 13,397 I+C211 2 I+C2+1 3 +C2+1 4 1 4 1+C3+1 4 1+G2+1 2 I+C2+1 31 1+C2+1 41 1+132+1 4 1+C2+1 4 36 7 397 1+C2+1 2 7�— +C2+1 3 -T+C2-1 4 I+C3+1 4 1+C3+1 4 I+C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 I+C2+1 4 42' 20.397 I+C2+1 2 1+C2+1 3 I+C2+1 4 I+C3+1 4 I+C3+1 4 I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 48" 23.397 I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 I+C2+1 2 I+C2+1 3 I+C2+1 4 I+C2+1 4 I+C2+1 4 60, 29-397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+c2+2 4 1 75- 1- 3&8797 2+--2+2 121 2+C2+2 131 2+C3+2 14 2+C3+2 4. 2+C3+2 14 2+C2+2 2f C +2 3 2+C2+2 14 2 C2+2 4 2+C2+2 NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Anchor Group 8 Anchor Group D 3) SEE SHEET 9 FOR A GUIDE TO USING 25-112" 12.147 I+C2+1 12 1+132+1 3 1+C2+1 4 1+G2+1 4 1+C2+1 4 I+C2+1 2 1+C2+1 3 + + + + + z 28- .397 1+C2+1 2 I+C2+1 3 1+C2+1 4 1 +C2+1 41 1 +C2+ 1 +C2+1 3 1 +C2+1 41 1+C2+1 4 1+C2+1 4 36" 17397 I+C2+1 2 1+C2+1 3 I+C2+1 4 1+02+ 1 41 1+C21-I 4 1 1 C2+1 2 1 +C2+1 3 1 +C2+1 4 1+C2+1 4 1+C2+1 4 42" 20397 W117 I+C2+1 2 +C2+1 7- 3 1+C2+1 4 1+C2+1 41 I+C2+1 4 1+C2+1 2 I+C2+1 3 1 +C2+1 4 C2+1 4 I+C2+1 4 48" 23.397 I+C2+1 2 -TC2+1 3 1 +C2+1 4 I+C2+1 4 I+C2+1 4 I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 60' 1 29.397 1 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 71 11 2+12++2 2. 2+C2+2 LL2+L2+2 L 4 2+C2+2 4 -2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C,2+2 4 THESE TABLES 4)'114-112-1/4" AND "I 5-113-V3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAI NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE Nbx. Anchor O.C. Anchor Quantities forXO orOX Windows Spacing for 30" Height 1 36" Height I 48" Height 1 54" Height (IT'Height I 72"HeightHeight 48" Height 1 54" Height 63" Height 72" Height "Integral -Fin" Head Head Head 1el Head Head It Head Head Head c Head Heed Head Head !!m &sill &Sill &Sill & sill -�v & Sill L Anchor Group F Anchor Group A Anchor Group C 3.1" 25-1/2" 12.147 41 1+02+1 1 +02+ 2 +£211 3 1+132+1 4 I+C3+1 4 I+C3+1 5 I+C4+1 5 26' 13397 I+C2+1 ' +C2+ 2 1+C2+1 3 1+--3+1 41 I+C3+1 4 1+C3+1 5 1+C4+1 5 36" 17.397 I +C2 I I+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+04+1 5 1+C4+1 5 42" 20,397 Not Allowed _2- 1+C2+1 2 1+C2+1 3 I+C3+1 4 I+C4+1 4 1+C4+1 5 I+C4+1 5 3: 41T 23,397 + 1+C2+1 1 2 1 +C3+1 3 I+C4+1 4 1 + C4+1 4 1+G4+1 5 1+C4+1 5 W� 75" 29397 3&897 _C2+ C 2+C2+2 2,�C2+2 2 2+C3+2 �2+03+2 IS 2+C4+2 4 2+C4+2 �C4,2 4 2+C + + 4+ 5 4 2+04+2 151 2+C4+2 5 1 11 Anchor Grouto 5 A Anchor Group D I 25-1/2- 12.147 1 +C2+1 2 - I +C2+1 1113 1 +C2+1 4 1 +C3+1 4 I+C3+1 5 I+G4+1 51 1 +C2+1 21 1+C2+1 .--F3F-1+ 141 I+C3+1 41 1+63+1 - 1- 4 I-CI+1T5j -c 28" 13 + +1 2 + + 1+C3+1 4 1 +C3+1 4 1 +C3+1 5 I+C4+1 5 I+C2+1 21 1+C2+1 3 1 +C3+1 4 1+C3+ + + + + 36" 17,397 1+ 2+1 2 1 +C2+1 3 1 +C3+1 4 1 +C4+1 4 1 +C4+1 5: 7- 74+1 1+C2+1 2 I+C2+1 3 1+C3+1 4 I+C4+1 1+ +175 4 ------ ZZ-- +C4+1 5 42- 20.397 1+C-2+1 2 1 +C2+1 I+C3+1 4 1 +C4+1 4 1 +C4+1 5 1+C4+1 PER 5 I+C2+1 2 1+C2+1 3 1+C3+1 4 I+C4+1 4 I+C4+1 5 4T -�3,397 2" �-- 1 T+C2+1 2 1+C3+1 3 !+C4+1 4 1 +C4+1 4 1 +C4+1 6 I+C4+1 5 1 +C2+1 2 I+C3+1 3 1 +C4+1 4 I+C4+1 4 I+G4+1 5 I+C4+1 5 69, 29297 2+C2+2 I 1 2. 2+C3+2 3 2+C4+2 4, 2+C4+2 1 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+-C4+2 4 2+C4+2 4 2+G4+2 5 2+C4+2 5 75. 1 36-897 2+C2+ _ 2 _ I 2 2+C3+2 I 31 2+C4+2 41 2+r-4+2 141 2+C4+2 1 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 �+C412 5 btla I ABLE 71 'UK UEIUN I`Kt7JUKI, MINIMUNIANCHOR QUANTRIES SSHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS, PRODUCT REVISED .. —Plz-..g -ith the F1.4da zidm d. sacra-N- 20-0406.02 E.pk.ti.. Date 09/24/2025 By IiiI Product C—troll 01 NO CHANGES THIS SHEET. > 211 u, r- 01 -7-0 0 UO 0 0 CD ri� z LL CD - Lij W E- IN LLi DM0 LU r -1 m LL 0 W _J Maas Z 0 , 0 < 1) , < z C3 E- Z — 0 � Z < 0 X Ly�v, No.58705 Z4 111 NAL imill A, LYNN MILLER, F.E. P F # 58705 TABLE 17: Glass Type Anchor Quantifies for XOX Mndows Sash Sash H 24' ligiRt WidtCCY.ih --------- 367Hnigl 48!'Height 54" Height I , f)3, Height 24- Hulot 24"' Haight 36- Height 48" Haight 4-filight 63- Height Reinfi. Level figuration Range On Head & Sill T�-I - H-1 Head & Sill L Head & Sill E E. Head &Sill Head 8 Head&S,11 Head & S,1 Anchor Group A Anchor Group C 35-114" T1 11391: 317, T�C--210-C2-1 2 1�C2-0-C2,1 2 1+C2+0-C2+1 3 i+C2+0-C2-114 I-G2-5;G�4TI �6-2+6�:C-2�-IF4 I-C2-C-C2-1 -- --- 76IC271 311�C2�01C2-1 --�F -2 ;G 71 _,2L_ % 12-308-12.30�jl+C2+0+C2*1 2 2 1+C2+0+C2+1 3 I+C210+02+1` 4 1+C2-0-G2-, 411+C3+0+r-3+114 1+-C2+C,+C2-1 2 I-C2-10+C2+1 2 I+C2iD+C2+1 3 I+C2+0+C2+1 4 IIC2+ IC3L0-C3+1 41 45-118" yy2-% 11.391 -13,397 I+C2+0+C2,1 - 2 I,C2+0+O2+1 2 I+C2+D+C2+1 3 1,C3+0C3-114 I-G3+CC3,1 4 11 G3+0+C3-11 4 1+�(,2-0+C2-1 2 I-C2+0+C2+1 9, I+C240+C211 3 I+C3*0*C3-1 4 1,C3,B+C3-1 4 i+C3+,D+C3+1 41 13398 - 14.683 11 +C2,0,C2+1 2 I*C2-0-G2,1 2 1+02-0-C2+1 3 I-C3-0+C3 1 �C3 4 1 �C� -0-C3+ flij 4 1 +(C,2-f,+ +1 2 I+C2�0+C2+1 2 1�02+0+C2�1 3 I-C3+0+C3-1 4 I+C3+0-C3+1 4 �+CiZ6�0371 41 47-3/4" YI-Y2-YI I -C2+1 11397712�297 I-C210 + 2 1 C2-0+C2-1 2 1+C2+0+02+1 3 I+C3+ O+C3+11 4 IIC3+0+C3+1 4 I+C3*0+C3-1 411+C2,0+C2*1 2 I+C2+0+C2+1 2 1+C-2+0+(;2+1 3 1-C3+�r3+1 4 I,C3+0+C3+1 4 I+C3+0+C3+1 4 %-%-% 12298 - 15.558 '11 - C2+0+C2-1 2 I+C2+0-r-2+1 2 C 3 1 +C3H0+C3 � 1' 4 1,C3+0+r-3,1 4 1,C3+0,C3,1 411+C,2+0+C2+1 2 I+C2+0+C2*1 2 I+C2+0+C2+1 3 I+C3,0+C3+i 4 I+C3>0+C3+1 4 1+C33+0+C3+1 4 Custom_ 11.391-12.01611+02+2-C2+1 2 I+C2+2+C2,1 2 1,C2,2-r-2-1 3 I,C2+1+C2+�4 +c2+1+C2+1 4 I+C2+1+C2+1 4 I-C2+1+C2+1 2 I-C2+1+02+1 2 3 I+C2+1+C2+1 4 I+c?+l+C'2+1 4 I+C2.1+c2+i 4 YKY 12017 �f33fjl-G2+0+C2+1 2 2 I+C3+0+C3+1 I I-r-3+0+C3+11 4 I+C3+0kC311 4 I+C3+0-C3+1 4 I+C2-0,C2+1 2 I-C2+6*�2+1 2 1+(3+O+c3,1 3 I+C3-B+C3+1 fli+C3-,O+C3+1 4 1,C3+0+C3+1 4 11 "13"8 1-1016 -62 2 2 1 +03 +g+C3'1 3 1 *O-G311rl I*C3+0-03-1 4 IIC3-0+C3+1 4 1+C2+0,=C211j2j1+r2+B+C2,1 2 I,C3-0,Ca+1 3 1 1 4 1 -C3+0+C3+11 4. 1 +C:3,0+C3+1 Gusto. 11,391 T 2 C2-2-U2*1 2 *(,2+2+C2+1 3 I-C2+2+C2+1 4 1+r-3+2+C3-1 4 I+C3-1-C3+1 4 1+C2+2+C2+1 2 1+C2Q,0211 2 I+C2+2-C2+1 3 1+G2+1+C2+1 4 I-C3*1,03-1 4 I+C3+1+&3+1 %-Y�-% 13,398-15360b+C2+2+C2-1 2 1�(;2+2+C2+1 2 I�CZ+2+C2+1 3 I�C3-2+C3+1 4 V5 .361 --19,6741 +O�C2+1 -7 2 T--C,2+0+(,7�1 2 T-�� or a I 3- I�C3-0+C3+1 4 1-C310-63 c 1� +C� 1+1-2+0+C2+1 2 I+C2101 �11 2 IC3+0+C3+1 3 1- I+C3-0-�C3-1 4 9-C310- +--01 .1 1 41 Y,Y,y� 17 M - 1 In I+C2+2-C2+1 2 I-C2+2+C2+3 2 1 i-C2+2+C2+1 3 1+F2+2:+6?+i 4 I+E3+7!6 �14 1+ 4 i+C2+2+C2+1 2 1,C2+2-C2-I 2 I-C2-2+(;Z� 13 I+C2,1+C2+1 4 I�C3+1+C3 I+C3+l,G3+114 %-%-Y� 19111 -24,641 +C2+B.C2�j 2 1+C3+0�C3+1 2 l+G3+0+C3,1 3,1-C3+0+G3,j 4 1+C4- +C,1+0�C4- 4 I+C2+0+C2+1 2 1+C3,U,C3+1 2 I+C3+0+C3+1 3 I+C3,0-C3,1 4 lIC410+1_4-1 4 I+r-4+0,C + 4 96"13 Y, Y,--Y, ....Custom 27641 - 32.516 112+C2 - 2,02 =2 2 2+C2+2+C2,2 2 2,C2,2,C2+2 3 2+M+2+r-3+2 4 1 +C3+ 2+C3+11 4 1 1 +C3 * 2+ C3-1 11 4 I+C2+2-C2-1 2 1,C2-2-02,1 2 !+C2+2+C2,+I! 3 I+C3+1+C3,1 4 4 IIC3+1+C3+114 -727 32.517 - 39.641 PIC,2*01C,2+2 2 2+C310IC3+2 2 2+C3+O+C3+2 312+C3+0+C3+2 4 2+C3+0+C312j4j2+C3+0+G3+� 4 2-C2-0-C2+212.2,C3 0-C3 2 2 2+M-O+G3+2 2+C3,0+C3+2 412-C 3+0+C3,2 4 2+C310+C3+2 4 y_ia-A - 39 FAI 0+C2-2 C2+2 2 3*C2•2+C2+3 212,C2+2,C2,3 7IE3-2+C3-,-' 412�C= 2+C2-2+C2+21 --$C2-2+G2+21 212+C97-1-1 2 3 2 2-=C�+2+--2 4 2-C3+2+C3+2 4 Anchor Group B Anchor Group D 35 1/4" E35 I %-%-Y. 11-391 - I 1 391 T-62-D+62� 3 +1 fl+C2-0+7CT+1 4 I+C2+0+02+112 1+C2+D+G-2 2 Il C--D+C2+ 1 311+C2+0+C2-1 4 11C2;g -0-02,1 4 '/a -/s - Y� 12308 -12 308 IIC2+01C2+1 2 I+C2+0+C2-1 211+C210+C2+1 3 TC2+0+02-1 4 1-C2+0+C2+1 4 I-C3+0,C311.4 I+C2-0+C2+1 2 I+r-2+0+C2,1 2 j1-C?-0+C2+1 3 I+C210+C-2-1 4 I-C210-C2-1 411- +0*C3+1 4 45-118 %-Y,% y 11391 - 13,397 I-C2,0-C2-1 -93398 2 1+C2-0-C2,I 2 I-C2+�+Cz+fl +w C3 0 C3 1 4 4 11C3-0,C311 4 I-C?+O�C2-1 +r 2 l+C2+0+C2-1 2 +002+ I-C2+0+C2,11 3 I-C3-0+C3'1 4 l+C3+0+C3+1 4 11C3+0+C3+1 4 -"- - - 14683 +r-2+0+C2+1 2 C2+1 3 1� +Q+C -1 4 0+6i'l 4 I+C2-EIC2*1 2 I+C2�01C211 2 2 -2, +C ")-r I+C210-C211 3 I+C3,0+G3-1 4 I+C,3+0+1-3+1 1+ + +1 4 C3,�o C3 47,3X' Y.-Y,-Y, 11,391-12.297 I+C2+0-G2r1 2 14C2,0-C2,1 2 I+C2+0!f,2+',13 I,C30,C3+1 1- 4 4 I+C3+0+-13+1 4 I+C20+C2+1 +C 2 1+C2,�a+C2-1 2 '2 +C2 I+C2+0+C2+1 3 1,C3+0+C3,1 4 I+C,3+0+C3+1 4 1,r3-01C3,I 4 % 12,298 - 15,558 I+r-2+{)-C2+1 2 I�C-210+C211 2 ILELLEL-1- C3�01C3+1 L+ 4 11C2-01C2+1 _ _ +.4, 2 I+C2+0,C2,1 2 +C2 2 PI-r2+G+C2+1j 3 I+C3,0+C3+1 4 I+C3-0*C3-1 4 lIC3-fJ-C3-1 4 ii Custom 11,391 12 016 jl*C2+1+C2. 1 2 I+C2+1 +C2,+I 2 I+C2-1+C2 1 3 I-C2+1+C2-1 4 I+C2,14C2-1 4 I+r-2,1+C2+1 4 I-C2-1+C2+1 2 IrC2+1+02,1 2 1+C2+1-C2,1 3 'i l+C2-1+(;2+1 4 1�C2+1+C2+114 I+C2+1+C2,1 4 ?/4 1210V -13,397 f1-C2+{)+C2+1 2 �&2 -C2 1 2 I+C + 113 1+G3+0+G3+1, 4 !+r-3+0�C3+1 4 1+C3+&,C3,1 4 I+C2�0+G2+1 2 2 IZ3�1 T� 3+0+ 3+1 4 I�C3+0+C3�11 4 1 -3� 1 4 y-Y,% 3,3 17,016 111 C2+0�C,2,1 2 V,+C2,0+C2+1, 2 1,C3-0+C3,1,13 I+C3+0,C3+1 4 1+C310�C3+1'4 I+C2 -O,C2�1 2 1,02 +O-C2,11 2 1-031 311+61 G�C3 3+3 C� 11 4T1 0 + C 3 11-4 T 6+--C3+114 6 o Us'. Custom ii.391 4 1,C3+1 +72+1 4 ICH+11C'.3+I! 4 1 +C2, 1 +C2411 211+(,2,2+C2+11 2 1,C2-2,G2+1 3 I+C2,1,C2+1 4 1-C3+1+C3+1 4 I+C31+C3-114 gr� Y, -_y, Y % 13 .,1 11398 - I-C2+1-C2+1 2 1 +C2*TIC2+ 11 2 1 G2+2+ C2+1 F3 I+C,3+1+C3+1 4 1, +I+C3+1 4 1 +C3 11 +C3- ij 4 1+C2,1+C2+1 2 1+G2+ I�C2+112 1+C2+1-C2-1 3- 1 �C3+1+C3,1 4 l,G3+l+C3,1 19.641 1 +C2 �B-C2 + 1 2 1+02,0+C2+ 112 1 C3+0+ C3+-,j 3 11C3+0+C3-1 4 I+C3'0+C3+l 4 1+03+13,C3+11 4 1+C2+0+C2-1 2 1+C2+0-C2+Ij 2 1+r;a^+0*G 1 3 I-C3-rr,C3+t 4 I-C3+0+C3+1 4 11C3+0+C3-114 75' Y-%-y4 7727272-17 72+2>C2-1 2 !IC2+2*C2+1, 3 1-02-2+C2 1 4 I+C3,1+C3+1 4 1-(,3-1=C3-114 1+C2+2, 2+1 2 11(,2+2+(,2+12 1+(,2-2+G2+1 3 I,G-2+1*C2+1 4 I-C3+1+C3,1 4 I+C3-1+C31114 Y-Y-M 19,111 -24,641 !I+C2+0-C2,1 2 L+C3-3-C'13I 2 3 I-C310IC3+1 4,1+C4-GC4+1 4,1+--4+0+C4+114 I-C2+0+1-211 2 I+C3+0+C3+112 I-C3+0+C3-1 3 I+C3*0+C3+1 4 1+C4+0+C4-1 [27-641 -32-51612+C22-C2-2 2 2+C2+2*C2+2 2 1+C2+2+r,2+2 .3 1+C3,-2+C3+1 4ll+G3+1,C 1 4 IIC3+1-C3+1 4 I+C2+2+c 3 I+C3+l+C3+1 4 1+C3+1+C3+1 4 -G3,1�,C3,1 4 96, -,-Y,-Y, G. - 1 i2 511 - iqw FC�.�+ci-d 2 24C3iD+C3-2 2 2+C3+0rC3+2 3 2,C3+0+C3-2 4 21C3+0� + 4 2+r-3+r,+C3+ I 4 2+C2,0,C2- -C3+D-C3+2 3 2>C3+0-C3+2 4 2+C3+0+C3+2 4 2, , Ca,2 4 120" 39,641 12+(,2+2-C?*212 2,-C2,-2+G2*2 3 2+C3+2+C�3-2,IL122+C3+ jL2+C3,+1-C,2+j 4 12+C2+2+C2- C-2 + 21 31 �2 773-,2+C3+21 4 MIN. SASH SIZE - WINDOW WIDTH. - 40 72 SEE TABLE 8 FOR DESIGN PRESSURE C 2 NOTES Max. Anchor O. Anchor Anchor I I USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Spacing for ,,Integral_. Group E Group F 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4)- SASH SIZE IS As PER THE FIGURE- 3 FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSON SHOWN ON THE TABLE. Fin" Installation 2.3" 4" 4� '1/4-1/2-1/4"AND "113-1/3-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX. D.C. SPACING SHOWN ON THE F1 EVATIONS PRODUCT REVISED as plying with the Florida Building Cda. NOA-No. 20-0406.02 E.pir.ti- Date By Miami -Dade product Centro! C) NO CHANGES THIS SHEET. AK - 03/27/20 w > 0 0 no z 0 cc 2: LLi 0 C) Ld do 2 O Lu > O U3 W 0LL F- Of w I..qs < z 0 0 C> Ic z < �2- t 4 0 0 70F A LYNN MILILER, PE, RE# 58705 14I Sash 24" Pight Configraion Lth _Hs Range (In) TsdaSill MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX, O.C. SPACING SHOWN ON THE ELEVATIONS, Anchor Quantities for XOX Windows �II;Iht 48 Height 54- Heipht ST HRIght 1 24 Heig W, 54" Hight 63' Height bl Height 36- Heiqbt Heigitt -ad & Sill Head F ad & Sill sip H..d & Sill Flo '5 1 g I Head Still Hoad & Sill Head & Sill Hood & SHI rfl 1 191 1,91 Anchor Group A Ari.h., Grump C 35-114' % - Y' 11391 - I 1391 11 'C2-5� �2-1 2 I,C2-0�-C2+1 211-02-0+0211 3 7+C2I0+C2+1 4T1+C2.-IG+C2+I 4j1+C2'+0+C2+Ij4 1 +C2,0+C2-112 I I IC2+0+C2-1 2 I+C2,0.C2,1 3 TC2+0-Cz+l 4 T.75=+S+F2+fj 4 39" 12.308 -12,308 I+C2+0+C2+1 2 I+C2+[)+C2+1 2 1 +C2+tC2+1 I L+1-2+0+C2+1 4 1 IC2-0+C211 4 411+C3+0+C3+1 4 1 +C2+0+C2+1 2 1+C2-,0IC2+I 2 I-C2+0+C2+1 3 I+C2+0+C2 4 I-C3+0-C3,,1j 4 li.391 -13397 I+C2+0+G2+1 2 �2 I+C2-IG+C2+I 2 I+C2+0+02+1 3 1+C3+G+C3+1 4 ',+C3+0+C3+1 �C3++l __I 411,IC4+0+04+1 4 4 1,C,2+0+C2+1 2 I+C2+0+C2-1 2 1,C2+0+C2-1 3 I+C3+0+C31114 I-C3+0-C3-I 4 I+C4+0+C4+114 45-116' 13398 -14683 I+C2+0,-C2-1 2 I+c2+0'c2+1 2 "2"'211 -1 L+E+-'+c3+' .1 I+C3+0+C3+: __+, 1 1 1+ +G+C3+1 4 I+C2+0,C2+1 2 T,,C2+0+C2+1 2 I+C2+04C2,I1 3 1+03+p�S311 1-C3-I(>IC31I 4 I+C3+O+C3+114 11.391 -112.297 1+C2+0+C2+112 IIC;210-C2+1 2 I+C2+0+C2+1 3 I+C3+0+C5+, 4 I+C3+O+C3+1 4 I+C4+0+C4+1 4 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+C2+0-C2,I 3 l+c3+0+C3+1 4 1+C4-0+r-4+1 4 47- 34' 12.298 - 15.558 1-IC2-0+C2+1 2 I+C2-0+C2+1 2 1+C2+D+02+1 !+ �-O+C3+1 4 1 +C3-IO-C3+1 4 I+C3+0+C3+1 4 I+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C2+0-IC2,1 3 l+C3+0+C3+1 4 9+C3+0+C3+1 '4 1+C3+0+C3+1 4 52-1/8" Custom Y-M� --- -12 m 12.017 -11, -367- 2 C2+ 1+ -0+C2+-I 2 1+02+0-,32-1 2 I+C2+0+C2+1 211-C3+0+C3+1 -1 I-C3+0+C3,II 3 3 IC3+0+C3+1, 4 IC3+0,IC3�1 4 I+C4+0+C4+, I+C,1�0-04+'� 4 I+C4,0+C4+1 4 4 1+ 6�10-04+1 4 .1-C2+40-C2+1 2 I+r-2+0+C2+1 2 I+C2+0,02-1 I+Q+�Cl+lfll-,�;13+1 2 3 I+CZO+C3+1 --iF Ci I+C �++ 11 4 4 4 I+C4+0+C4+1 4, I+C4+0+ 04+1 4 �15 Y-Y�-% 13,398 -17.016 1++ + +C2-0+C2+ -4-1+-+{)+-+1 3 I+C3+0+C3+1 4 1,-CA+O+C4+11 4 I-C4,0-04,,I 4 I+C2+0+C2+112 I , --z+O+r-2+1 211+C3+GIC3+1 3 + Custom 1 1.391 - 13.397 I+C2+2+C2+112 11 I+C2+2+C2+1 2 I+C2+2+C2,1 3 I+C3+2-C3,, 4 1,C,3+2+C3,1 4 11C3-,2-C311 4 1IC2I2+C2+112 I+C2+2+r-2+1 2 I+'-Z+2+C2+1 3 I+C3-2,C3+1 4 1+03+2+C3.1 4 1+C3+1+C3-1 4 6c, o Y, Y, Y, la 398 - 15,360 19,641 +C2+2+,C2+1 i 2 I+C2+6�;(52+11 C2+2+C2+1 2 +C2+0+C2+1 2 I-C2+2,C2,1 3 I+C3+0+Ci+i I+C3+2+C3,1 4 +C4+0+C4+1 4 1+C;3+2+c3,l I+C4+0+C4+1 4 I+C3-2+C3+1 4 4 1+C4+6�6i+l 47 I+C2-1+C2+112 T &2+0 1112 1-C2+IIC2+1 17�C2+0+C2+1 F 2 !+C2+1+C2+1 2 3 I.C3,1+C3+1 1+C4,0,04+1 ,+J+_r 3,1" 4 4 l+C4+0+C4-I1j4 1+C3+1+r-311 4 1+r-4+D+C4,,I 4 Custom ll.S9I - 3397 I+C2+3,IC2 I+C2+3+C2mwl 2 I+C2+4+C2-1 3 I+C3+4+C3+1 4 I+C3+4,C3+1 4 I+C3-3-,C3+1 4 I-C2+2+C2+112 I-IC2+2+C2+1 2 T,C2,3+��2,1 3 1 IC3+3-C3-1 4 1'-C3-3-C3�11 4 !+C3+2-.+l 4 75" 13-39i 19116 -E- - T, +31Ei 1112 --- -- -- 11C2i-3IC21I 2 - --- --- - I+C2,3+C2+1 3 --- 1,C3+3+C31l 4 1, C'3,3+C�3+1 4 1+C3,2+ 4 - - I+r2+2+a-11 2 -I-- -- -i+C2+i +62+ 2+C2+1 2 1+6;2;62� + 3 1 63+2+6+1 4 I+C3+2+C3,1 4 T+C3;2+ETI 4 Y,Y-Y, 19. 111 24-641 I+C2+0<2+Ii2 1+C3,I0-IC3+1 2 I-C3-0-03+1 3 1-C4+0<4-1 4 1+C4+0+C4+I 4 I+C4+0+C4+114 I +C2-E+1_2+1 2 I+C3+0+C3+1 Z 7C3+0+03+1 3 1+04+0+L4+l 4 I+C4+0+C4+1 411-04+0+C4+114 Custom 1T641 -19,397 11+C2+4+C2+112 1+,-2+4+C2+1 2 it i c2+4+C2+Ij 3 1+C3+4+C3,1 4 1+C3+4,C3+1 4 1,C2+3+C2,! 2 1IC2+3,C2+1, 2 11+C2+3+C2+1 311+C3,3,+C311 4 I+C3+3+C3+1 4 I+C3+2+C3+1 4 96, Y�-% 19.399-24 ' 360 - - 1+C2+3,,C2+112 -,-- - ---4 I+C2+4+C2+1 2jI ------- ----- C2+4+C2+1'0jI+C3+4+C3+I 4 I+C3+4+C3+I 4 I+C3+3+C3+li 4 I+C2+2+-,2,1 2 I+C2+34G2+1 2 1+C2,3,C2+1 3 I-C3+3+C3+I 4 I+C3+3,C3+1 4 I+C3+2+C3+1 4 g-- Z4.361-31.W 2,G:2�3-C2+212 2-C2+3+C2,2 2 2+C2+3+C2+213 2+C3+3+C3+2 4 1+C32+C3�1 4 I+C3+2+C3�114 I�C2+2+02+1 2 I+C2+2+C2+i 2 I+C2,+2+C2+1 3 11C3+21C3+1 4 IL�03+2+C3+1 4 I+G3.2�-C3+11 Y. - Y, 7957, - 32.515 2,C2+4+C2+21, 2 ir -2,I4.C2+2 2 2iG2+4+CMI 2+C3+4 -C�3-2 4 2+C3+4+C3+ 2 4 2+C3o,3+C3+2I 4 4 2+r-2+3+C2+2 212+C2-,3wI� �"C 3 212+C2+3 +2 C2+2 3 2+C3+3+Ca+2 4 2+C3+3�C3+2 4 2+G3 -2+C3+2 4 129' 32,516 - 39 641 , �-+3+C2+2�2 �+(32+4+C2+3 2 .3 3 C ,2� - 4+,:�2+3 3 2+C3+4+C3+2 4 2+C3+3+C3+2 4 21!�+:2+ C3,21 4 1 2+C2+24 C2+ 2 2 42-.,I+.+l 1 2+C3+3+C3+2 4 2 -C3+2*C3+2 4 2-C3+2+C3+2 4 149' Custnit 39,641 2+C2-I4+C2+2i 2 3,C2+4+02+3 2 2,, -2 �G2,,3 3 2-C3,4�C3+2 4 2-C3-4+C`+2±2 4 4 2-,C2+3+C2+2 + 2 2+C2 �1+�C22+2 3 :2+2�] :'�:;�+ 2±4 -C 2 -3-,3+C3, 1 2+C3+2+C3+2 4 1 9 Anon- Go,- R a Anchor G-mn 0 1 3 4' 35-1/4' E 1' %-YY, 11�391-11-391 I+C2+ C2+11 2 I+C2�0+C2+1] 3 1�C2+0+C2+1 4 1 ;-C� �0+C2 ZI -4 1+C2+0+C2+114 1- 1 + 2 4 I+C2+0102+112 C""'G2 0' '+l' 7 I+C2+o+c2+1 2 I+C2,0-,C2+I 3 I+C2+0+C2+1 4 I-C2-0+C2-1 4 I+C2+0+C2wIV 4 3F 39" I2308-12,308 I+C2+0+C2+li2 I+C2+0+C2,1 2 I+C2,0+C2+113 I-C2+0+02+1 4 I+C2,0+C2+1 4 4 1+C2+0-C2- I t 2 -E'-' 2 C2+" I+C2-0+C2+1 2 I+C2+0-C2+1 3 I+C2+0+C2+1 4 L1fL10+C21Ij I+C3+0+C3-114 %-Y,% 11.391, -11-3,97 IIC2+01C2+1�2 I 1+G2-01C2+12 1 C2+0-(32+1'? I I+G310-C3II 4 I+C3+0+C3+1 +1 4 I+C�0+04+IH '+-2-0+-+`1- 1-IC2-0+122+11 2 0 C2 I+C2+0-C2+1 2 I+C2+0,C2+1 3 1-IC3-GIC3-II 4 I+C3I0+C3+I 4 1+C4+0+C4+I} 45-118' r4714 34-A-A 13.398 - 14683 - --- - T+C-270+C2+17,2 I I�C2+0+C2+1 2 1-C2+0+ 1IC3+O+C3+1 4 1+C3+0+C3+1 3+ 4 4 I+C3+OIC3+1� 'U2 '+C2�O+C2 1 2 1,C2+D+C2+1 2 I+C2+0-C2+1 3 1+03+0+(33+1 4 1+C3-0+C3+1 4 I+C3+21a-1 4 %-Y,% 11.391 -12297 I+C2+0+C2+l12 I+C2+0+C2,1 2 IC2+0-C2+fl3 I+G3-0+C3+1 4 1+C3+0+C3,I 1__+.+_+ 1 4 4 1�C4+0-Ir-4+11 4 I I"Z;2+.+__" 2 I+C2+0<2-11 2 I+C2+D+C2+1 2 1+02+0+C2+I 3 1,C3+0+C3,1 4 I+C3+0+C3+1 4 I+G4,+0+C4+1I A 47-3/4' A-%-% - 12.298 -15-558 I+C2+0+C2+112 I+C2+0+C2�1 2 I+C2+G+C2+11 3 I+C3+0+C3+1 4 I+C3+0-C3-1 +.,+..+, 4 I+C3+0+C3+114 4 1+C2�0+C2,,li 1-G2-0+C2,Il 2 1,,C2+0,C2+1 3 I+r-3+0+C3+1 4 !IC3-0+C3-1 4 1+C3+0+C3,114 Custom 11.391 - 12.016 I+C2+Q+C2+If211+C2+0,c2-I 3 1+C,3+0+C-3+11 4 I+C4+0+C4+1 4 1-CI+0+04+1j 4 I+C2+0+C2II'2jI+C2+0+1-2+1 2 I-C3+0+C3+1 311+C3+D-C3+1 4 I-G4+0+G4,II 4 I+C4+0+C4-1 4 52-1/8, 3/�/2-% 12.017 - 13-311 I+C2+0+C2+1 2 I+C2+0+C2+1 2 I+C3+0+C3+113 I+C3-0+C30 4 I+C4+,D+C4+1 4jI+C4+Q+C4+`Ij 4 1+C2+0+C2+1 2 1+C2+(I,,C2-1j2jI+G3+0+C3+I 3 1 +CZ+0+C3+1j 4 1 1 +C4+0+C4-1 411+C4-0+C4+1 4 B y ._y �_y 17.016 T+ O+C2-1 2 I+C2+0+C2+1 2 I+C3�O�C3+113 !�C3-0+C3,Il 4 I-C4+r,+C4+1 4 4 411+C4-0+C4+11 4 1 2 1-C2+0+C211 1� C2,,0+C2+1 l+C3+0,,C3+1 3 I-,C3+G+C34 4 1+C4+U,,C4+1 411IC4+0+r-4+1 4 Custom 773.1 -11397 I+C2+2+C2+1 2 1+(32+2+C2+1 2 I+C2+2+C2+113 I-C3+2+C3+1 4 I+C3+2,C3+1 4 1+C3+2+C3+114 4 I+r-2,1+C2,1 2 1IC2+2+C2+1 2 I+C2+2-C2+1 3 I+C3,2+C3-114 I+C3+2+03+1 4 1+(33,+1+63+1 4 on ST y_y,'/' 13.398 -15360 I+C2+1+G2+112 I+C2-2-C2+1 2 1- + �+2 C2+1 3 I+C3+2+c3+1 4 1+C3+1+C3+1 4 I�C3+1 +C3+114 4 1+C2+1+C20, 2 1+C2�1+(32+1 2 I�C2+1+Q2+1 "1 4 3 l+C,3+1+C3-1i I+C3,1+C3+1 4 I-C3+1,C3+1 4 o Y.-Y,% 5.361- 19.641 I+C2+0+C2-1 2 1+C2-S,�+i 3�1 a 4- 1+04+0,iCOI lr-4+0-04+1 4 4 11C4+aI�+11 4 1 TC�2+0+C2�1, 11 +C2+0+C2+1 2 I+C3+0+G,3+1 3 4 E2E 1+641 I I Custom 11391 13,33a7 !+C2+2+C2-1 2 J+C2+�+C2+1 2 1�02-3-02+1 311+C3+3+C3�1 4 I+C3,I3+C3+1 4 I+C3+2+C3+1 4 4 C + I� 2 2-IC2 2 1+(32-2�C2+1 2 I+C2�2,C2+1 3 IIC3+3,M+I 4 1+c3+2+C3+1 4 1+--3+2+C3+1 4 75, Y4-y2-y4 1&398 -19.110 I+C2+2+C2+1 2 1+C2+2+C2+1 2 I+G2�3+C2+1 3 I-IC3+3+C3+114 I+C3+2+C3�1 4 4 1+C3+2-C3+1 4 2 1-C2+2+C2+1 2 1+C2+2+r2+I 3 I+C3+2-C3+1 4 I+C3+2+C3+1 4 1+C3+2+(;3+1 4 Y� - X -/� 19.111 - 24.641 I-C2+0+C2-1 2111(:�3+0 +C3+1 2J1+C3+0+C31I 3 1+r4-0+C4+lj4jI+C4-0+C0I 4 1+04�1)+C4-1 4 I�C2�0, C2,', 2 2 I+C3-0-C3+11 3 I+C4-G+C4+1 4 1+r-4+0,C4+1 4 I,C4+QIC,1+1 4 Custom IT641 - 19.397 1+r2+3+C2-1 2 I+C2+3+C2+1 211+C2+3+C2+1 3 I+C3+3+r-3+1 4ll+C3+3+C3+'i 4 I+C3+3+C3+114 1+S2+2+C2+112 I+r,2+3+C2+1 2 I+C2+3-C2-1 3 I-C3-3-C3+1 4 1+C3+3+C3+1 4 1+C3+2.C3+1 4 9451, YYy 19,3W - 24.360 I+C2+3+r-2+1 2 I+C2+3.C2,1 2 1+C2+3+C2+1 3 11C3+3+C3+11 4 I+C3+3+C3+, 4 I+C3-2,C3+1 4 C2-1 2 I+C2+3+C,2-1 2 I+C2+3- +1 +' +Z�3++C3+1 4 1IC312+f-3-1 411-IC3+2+C3-1 4 %-Y,% 24.351 - 31-641 I+C2+2+C2+1 2 2+C2+2+C2+2 2 2+G2+3+C2+2 3 I+C3+2+C3+1 411+C3+2+C3+1 fll+C3+2+C3+114 1,02+2+C2+112 1,C2+2+C2+1 2 1+ +2�U+l -- 3 i+ +2 C3+1 I+C3+2-C3+1 4 I+C3-T-,C3+I 4 29.641 - 32 515 12+C2-3+C2+2 2 2,02-i3,IC2+2 2 2+G2-3+C2+2 3 2,C3+3+C3,;2 4 2+C3 -3+C3,2 4 2+C-31 C3,21, 4 -2+C2+2+C2+212 2+C2+3+C2+2 2 Z+C2 12 2 --C,+5 312+ 3+2 4 7,+3 2+C,,+2 4 2+03+2+C3+2 4 - 32.516 - 396471 T+a+3+C2 2 i 2-C2+3+C2+2 2 3 2+C2,I;�C 2+E3+3+C 4 2+C3+2,C3+2J, 4 +C 2+C2+2 2+1 1!+ +21 Z12 2 2+C2131C2+2 31 4 i+C3+ --3+2 4 + -3.2+,-3+2 4 t2 140" Custom 2+C2-,3+02+2 2 2+C2+3+C2+2 2 2+C2+ C�2+2 2+2 3 T (3+3+C3+2 412+03+2-C3-2] 4121C-2-ITE' 2 -2 212IC2-3+C2+ 312+ +37C3+274 2+C3+2 4 2+C.3+2+C3,2 4 NOTES SE], I ABLL 9 1- UH DESIGN VRESSURL 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. An.h., Auchw 2 FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34), SASH SIZE IS AS PER THE FIGURE. MIN, SASH SIZE -- WINDOW! WIDTH Bit 72 �'� FOR E Gmup F 2 OR SIZES NOT SHOWN, ROUND UP TO THE NEXT- AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE - "Integral -Fin" Installation 1 2' 3.7- 4) jf4_Ij2_I1,f'AND 'l/3-IJ3-11Y INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE INTHE ADJACENT COLUMN. CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, PRODUCT REVISED .. --plying with the Florida Bundling Code NuDA-No- 20-0406.02 Expiration Date 09/24/2025 By_ mia-l-Dad® Prd..t Control C) NO CHANGES THIS SHEET AK - C3127121) rr In I!E c� 0 cq 0 try 0 asap0 z LL- co T W 00 0 Uj 2 i- cN O U-1 O U) LU -j ti Z LL 0 < LD 6- ELL 0 ID z 0 < z Z 0 0 0 of z < 0 LYNA, 4il T FIEF R -Svorq At 111ii" A, LYNN MILLER P-E. PEA 58705 MINIMUM ANCHOR QL !WTH THE MAX 0 C SPACING SHOWN ON THE ELE' Glass Types 2-4 Ramf. L I ew P4 Sash gurad�o Sash Width h Range #n Anchor Quantifies for XOX Windows 24- Height Head Sig 30- Height 36'HIght --- --im Head & Sill Head Sill _f3` Height 54Height Is , - sm Sti Head 63- Haight 24" Height a En It "i'll-A. Head & Sig 30r Height 30'Height To I Head & Sill Head & Sm F, 48' Haight 54" Height 1 63' Height o -r-n Head & SHI Head & SIR] �E�Heacl &f!j Armho, Group A Anchor Group C 35-1/4" 1 YYY, 11.391 .391 1-- 1-02.0,C2.1 2 i 1-C2+0+C2+1 2 I+C2+0,C2+1 2 1+02+0+C2+1 I+C2+0,C2+1 2 I.--2+0+C2+1 I.C2.0+C2+1 2 1.C3.0,C3+1 1+C2-0+C2+1 2 I+C3-0+C3+1 1+G2+0+C2-1 2 I+C3+0+C3+1 1+C2+0+C2+112il+C3+0+C-3+1 I+C2+0+C2+1 2 I+C3-0+C3+1 1,C2+2,C2+1 2 I+C2+2+C2,1 Not Allowed I+C2+2+C2,1 2 1 ' C2+2+r2l1 1+1-2+()+C2+1 2 1+C3-0+C3+1 I+U+3+C2,1 2 7+C2+3+C2+1 +C2-2+02+1 2 I,C2+3+C2'1 1+03-0+C3+1 2 I-C4-0+C4+1 1 1+C2+3-C2-1 2 I+C2+4+C2+1 1+02+3102+1 2 1+(�2+3,02+1 2+C2+2+C2+2.2 2+C2+3+C2+2 7+C2+3+C2+2, 2 2+C22,4- + C2 2 2+C2+3+C2+2 2 2+C2,3,C +2 2+C2+3-C2+2 2 2-r-2-4-C + 2 2 2 I+C2+0-C2+1 *+r2+0+C2+1 4 I+C2+0+C2+1 4 I+C2+0+C2+1 4 4 38, 12.308 - 12 308 2 1+02+0+C2+1 5 I+C3,0+C3+1 4 1+03-0+C3+1 4 I+C3.0+C3-1 4 4 --%Ly� Y Y-%-% 11391 - 13 397 13.39ii --i4 683 2 I+C3+0-C3+1 3 I-C4+0+C4+1 4 I+C4+0+C4+1 4 4 I+Ci+()+CA+I 4 2 I+C3-0+C3+1 3 1+C3+01G31I 4 1IC3+0-03+1 4 I+C3+0+C3+I 4 4 [ 47-3/4" 1 1'3lil - 12.297 12,298 -15.555 2 1+1-3+0+CZ+l 3 1-C,1+0+C,4-1 4 1+C4+01C4+1 4 J+r-4+0+C4+1 4 4 2 I-C3+0+C3+1 3 I-C3+0+C3+1 4 I+C3.0+C3.1 4 I+C3+0+C3+1 4 4 Custom ---N �M% 52-1f8" i5 Y-Y,% 11,391 - 12.016 IZ017 -13 7 13.398 - IT016 2 I+C,3+0+033+1 3 1+C4+01G411 4 1,CS+G.C5.1 2 1-03+0+C3+1 3 1+r4+o+cA+Ij4jI+C5+0+C,5+I 4 I+C5+G+C5+1 4 4 411+C5+0+C5+11 4 2�1+C3+3-C3+1 3 I+C,1+0+04+114 1+C4+0+C4+1 4 I+C4,0+C4+1 4 Custom 60- %-Y,-% 11391 -13.397 13.398 15.360 211+C3+2+C311 3 1 G,[.F2,CI+ 11 4 110412,C,1+1 4 I+ C44 21 C4+1 4 2 T+C312+�-1 3 T+C-4�2+0411 4 I+C4,2-C4+1 2 I+C4+0+C,1+1 3 I+C5+0+�l 4 1+C5+0+CS+1 4 4 4 I+C5+0+C5+1 4 Custom 75- Y_ Y, - Y-Y-% 1 13 317 13.398 19,110 19. 111 - 2 IIC3+3+C3+1 3 1+04+4-C4+1 4 I+C4+3+C4+1 4 I+r-4+�F,C4+1 4 2 1+C3+3+C3+II3 I+C4+3,r,4+1 4 1+C4+3+C4+1 4 1+C4+2+G4+1 4 2 1+C4+�C,[+I1 3 1+C5,0+CSI 4 1+C$+O+C5+7 4 I+C5+0,C5+1l 4 Oust- 17.641 -19.397 _19 3j8 - 24 360 24-361 -31.641 2 I+C3+4+C3,1!3 1+04+4+CI+1 4 '.+C4+4+C4+1 2 1+C3-4+C3+II 3 I+C4+4+C4+1 4 + -+ C4+ C4 1 1-4+3+ 1 411+r-4+3+C4+1 4 j'i1+C-J+C4+1 4 2 2+C3+3<3+2 312+(34+3+r-4+2 (C4+2+ 04+2,CI+1 4 12T Y.-YY 1/,Y'-Y' 29,641 - 72 516 32+516 - 39,641 - 2 2-C3+4+C3-2 3 2+C4+4,C4+2. 4'C4 2 4 2-C4+3+04+2 4 + + 2 2-C3+4+C3+2 312+r-4+3+C4+2 4 2�04-3 C4 2 4 2+C4,2+C,1-2 4 140- 1 Custom --- 3 641 T 2 2+C3+4' M+2 312+C-.+4+C4'- 2+C4+,l C4 2 �4� 4.2+r4+3,C4,2 4 2+C Am.h., Group 8 Armimr Group 0 35-114" '1-Y% 111.391 -11,391 --2T-I+C2+O+C2+1-2- 732 � �61E 1 4- 17-27ME2+ �i4 i+F5+672-1 4 1 +C21O+-C27-172 T;-C27-0+C2+1 -2TT1C2-,-07C-27+1 3 -i�21 1 2" '+C2"'�" 4 4 1 C2 0 1 -4 "'(32+0+C2+ 1 4 381, % 12-308 -1230 !+ 1+11+ 2+! _S 2,1+C2+0-C2-1 2 1-02+O-C2+1 3 I+C3+(1,C3+1 4 I+C3+O+C3+114 I I+C3+0+C3+1 4 I+C2-0+C211 2 1+02-D+C2+1 2 IIC2�0�f,21113 C3-1 4 4 I+Cii+()+C-�I 4 4 45-118" 14-Yl-' 4 11391 -13.�,97 -13.398 _ +O+';2+' '+_2 211+C2+0+C2+1 2 I+C3-0+C3+1 3 1+C4+0+C4+11 . 4 I+C4+0-r-4+11 4 I+C4+0+r4,1 _ 4 11C2+0-C2_1 2 I+C2+0+C2+1 2 I-C3+0+C3+11 3 1+C4+0-C4+1 4 4 I+C4+0+C4+1 4 1.C4+(3-CA+I 41 'I.-Y-Y. -14.683 T--02-�C+C2+1 2 E2+0+C2+1 2 I+C-3+0+C3+1 3 I+C3+G+Ca+1j 4 I+C3,0-03+1 4 I,C3+0-C3+1 4 1.'-2+0+C2+1 2 1,,2+0+C2+1 2 I+C3+0+C3+113 I+CZ,()-C3+1 4 !+C3+,D+C3+1 4 1 -C3+0+C-3-1 4 4 47-314" 11,391 -12,297 1+C2+0+C2.1 2 1+-3+0+C3,1 2 I+C,3+0+C3+1 3 I.C4+0+64+ 1+C4,0-C4+1 4 I+C4+0+G4+1 4 1,C2+0+C2+1 2 I+C3+0+C3+1 2 I+C3+0+C3+11 3 1,C4+0+G4+Ij 4 I+C4+0+(A+1 4 I+C4+0+C4+1 4 12-298- 2M 1+C2+0+C2+1 -1 I-C3+0*C3+1 2 I+C3-0+C3+1 3 1+C3+()+M+1j 4 I+C3+0+C3+1 4 1+C3+0+C3+1 4 11+C2+0+C2+1 2 I+C3+0+C3+1 2 1+C3+0+C3+I3 3 1+C3+0-C3+Ij 4 1+C3+0+C3+1 4 7IC3+0+C3-1 4 Customs Oust, 11,391 -12,016 _T2011 I+C2,0+C2+1 2 I+C3,0+C3+1 2 I+C3+0+C3+1 3 1+C4+0+C4+1 4 I+CS+()+C5i1 4 1+CS+0+C5+1 4 I+C2+0+C2+1 2 I+C3+0+C3+1 2 1+0310+C3+113 17477777714 I+C5+0+CS+1 4.1+C6+0+C5+1 4 52-1/&' Y.-Y-Y. 133,9f - 1;C2+0-C2+1 2 I+C3'01C3-1 211+C3,0+C3+1 3 1 -C4-0+C4,11 - 4 1IC5+0+C5+1 4 I+CS+O.C5+1 4 I+C2+0+C2+1 2 I+C3,0+C3+1 2 I+C,3-D+C3+1' i 3 I+C4+0+C4+1' I 4 ',+C5�0,C5+1 4 1105+0,05+1 4 Y-Y-Y. 13-398 -17,016 1+C2+0+C2+1 2 I+C3+0+C3+1 211+C3+0+C3+1 3 7,6 �+O+C4+1 4 I+C4+0+C4+1 4 J+C4+0+C4+1 I-C2+ 0+C2+112 1+C3+0+C3+Ij2j1+C3,0+C3+1 3 I+C4+0+C,1+1 _ - - 4 1+04+0+CI+I 4 1+r-4+0+C4+1 4 Gvetimi 11.391 - I3.3g7 I+C2+2+C2,1 2 I+C2+2,C2,1 2 I+C3+2+C3,1 3 1+04+21C4+1 4 I+C4,2+r-4+1 4 1,C4+2+(4+1 .1 4 I+r-2+2,C2+1 2 1,C2+2+C2+1 211+C3+2+r-3-1 3 I+r-4+2+r,4+11 4 7+712+C4+1 4 1+C4+2,C4+1 4 60" Y-Y-Y4 13,395 -15.360 1+C2+2+C2+1 2 11l(,'2+2+C2+1 2 1,C3,2+C3+1 3 I+C4+2-04+1 411+C4+2+G4*1! I I+C4+2+.4+1 4 I+C2+2+02+1 2 I+C+2+C2+1 2 I+C3+2+C3+1 3 1+C4+2+04+114 � 1+04+2+C4+1 4 1�+I+C,1+1 4 Y-Y-% 15.361 -19641 I+C2+0+C2+1 2 I+C3+0,C3+1 +1 3 T+,5++C5,l 2 I+r-4-0+C4 11 4 11 +0'C'. 4 1+C510+C5+1 4 IxE-0 2-1 2 1+C3+0+C3+1 2 I+C4-G+04+1 3 I-0510+C5+114 T+C5+0+C5+I 4 I+C5+0+C5+1 4 Custom 11.391- 13'3"' I+C2+3-C2' 2 I+C2+3+.',l 2 I+CI+4+C3+1 3 I+C4+4+C4+1 4 1+04+4+04+1_4 1+C4+3+C4-1 4 I+r-2+2-C2+1 2 I+C2+3+C2+1 2 I+C3+3+C3+1 3 I+C4-3+C4+1 4 I+C4+3+C4+1 4 I+r-4+3+C4+1 4 71" Y-Y,% 3398-1 151,111 -24641 1-.-.�2� 2 I+C3+0+C3+1 I�C2,3+C2+1 2 I+C4+0+C4+1 --13T-&-S+G� �C313+&i+ + + 11 2 1+C4+0+C4115 1+CS+0+C5+1 4 _1+C4+3+C4�j 4 1-05+0+C5+i 4 11 +?�+2+C4+1 4[1;65+0+r_5+1-411+C-3,0+r-3-+1-2- 4 I+C2+2-02+1 2 I+C2+3-C2+1 2 I+C3+3+C3+1 -1+r-,-4+O-+C4+1-2 1-+'-C-4+'O-+-G4 +-1 3 `+C41+3+C4+1 -3 4 1+C4+3+C,111 4 1'r-4-2+C4,1 4 --4 -4 Custom 17,641 - 19.397 I+C2-31C211 2 1+C2+4+C2+1 2 1 3 I+C4+5+C4 I 4 1+C4+4+C4+1 4 1+C4+4+r-4+1 4111+C2+3+C2+1, 2 II-C2+3+C2+1 2 I+C3+4+C3+1 3 T+C,1*4+C,1+1 4 I+C4+4,C4+1 4 I+C4+3-C4,+l 4 96, 19,398-2436C 1-,C2,3+C2+1 2 1+02+-+C2+1 I+ 4321044+31C4+2�4 4 -4;CT-1 4 --4+3+r,4+1 1+C 4t1+C2+3+C2+1 2 I+C2-3+C2+1 2 1+C3+3+C-3+1 3 1+044+C,1+1 , - -- ------ ----- 4 I+C4+3-C4+1 4 I+C4+3+C4+1 4 % - Y, 243il -31.641 j2+C2+3+C2+2 2 T+Q'*3+C2+2 + !+ 4 1+r-4+2+C4,1 4 12+C2+2+C2+21 2 2+C2-2+C2+2 2 2+1-3-3+C3+2 3 1, 2+C4+1 4 1+04+2+C4+11 4 12X -Y-Y-Y -2-9 7 TC2-4+02+2 + 3 2-C4+5,C4+ 2 -2L3+C4.2 14 2�04-4+G442 4 2+C4�3�2 4 2+C2+3,+C2�1212 2+C2-3--C2+2 212+C3+4+C3+21312-04-4+C,1-2 4 2+04-3+04-21 417,IC4+3,C4+21 41 ---- Y- Y- % 32.516 12+C2�4+C2�2 - 2 4:�' 2 312+C4+4-C4+2 ' 14 2+C4+3+C4+2 4 2+C4+3+C4+2 C2+3+, _2+,t 2 + 142+ A.2 _� IJE��2--+3+C,1+2 4 2+C4,3-C4+1 4 1 2�C4+2+0t'� 4 1407 Custom - +4+C 12+E2 -2-2 2 3 C3 4 Q3 1 !F4 2�C,1+4+(34+2 1 2+C4+3+C4+2 + + 2+C2+3+C2'2 2 �E2 212+C3+4+C3-21312+C4+41C419 E 4 2-r-4+3+C4+21412-r-4-3-C4+214 NOTES SEE TABLE 12 FOR DESIGN PRESSURE 1 1 USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR IN IEGRAL FIN. 2) FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4), SASH SIZE IS AS PER THE FIGURE. MIN. SASH SIZE = WL?'klo-W-WIDTH - 60.72 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 2 4)"1 /4-1/2-114- AND "I 13-113-la'tNDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODUCT REVISED ....-plying with the Florida Building Code NDA-Ho. 20-0406.02 Expiration Debe 29/2412025 By Miami -Dade Product Control C) NO CHANGES THIS SHEET. fl AK - 0312.7/20 tJ W 0'-) 0 z do xa 2 O Ut 1,- Cs LU LU ED 2 LL W az z z < z 0 0 (If in z No -5-,-05 '2 �2- 0 4tj - A: ifil A. LYNN MILLER, P E P.E,#58705 MOTES I)ITEMS #5-12,17,18,27,35,36&49-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE _j 2.445" L7 E 4_ 625' Fri] MEL 1,3751 C'-) F�cx."'.EAD SILL & JAMBS T 3 5w 3.500" 062- F— 062" ul y1cQ'i Y --F FLANGE FRAME (Z) HEAD, SILL & --11— 11172" 1 I 1,5or 1,6 ! 301, CIANTI-LIFT INSERT C,!) FIXED D & TRIM COVER PAEET{NG RAIL I P717F4 T T— !1 1 1.375' J f .060, 1.000, TRACK INSERT SASH RAIL FIN FRAME HEAD SILL& JAMBS 2.445' 2 445" iC`-99pp 5 EQUAL LEG FRAME. HEAD, SILL & JAMBS 2.100" 2176' 471' SLIFT RAIL LIFTRAIL INTERLOCK INTERLOCK COVER .300 —1 _07T ar .301" 4� 750 754" ROLLED 70 E SCREEN F 8 EXTR .... ED SCREEN FRAME L'E; 20' REINFORCEMENT STANDARD SASH REINFORCEMENT —1 070 791'[ 1 ,44 i J� 150" 1-331"JL IJ 1340' 2D STANDARD H 11 -9 ASH 4 REINFORCEMENT MEETING RAIL NO (25) RAIL REINFORCEMENT REINMFOREETINGCEMENT No. 58705 33 1070TECMMOGYDRIVE TATE OF 4Q K VENICE, FL 34Z75 ;o NAL tli[10� A LYNN MILLER, PE_ RE# 58705 RATION Oq4' D HR MEETING AIL REINFORCEMENT C) NO CHANGES THIS SHEET. AK - 03IZ7120 PRODUCT REVISED .. complying -M the PI-11da Building cad. NOA-No. 20-0406.02 E.Pi—fic- Dat.09/2412025 By Z,-,- Mama-Dade Product Conceal r4w., HORIZONTAL ROLLER - NJ 5/15/15 HR-5410 NTS 1 14 OF 15 MD-HR5410-01 c MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS EXTERIOR r= EXTERIOR FRAME ASSEMBLY ---- NOTES NOTES bt-- ?}GLASS AND SOME PAPTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART # 1, OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8, N-6 11 ATTACHEDTO SASH RAIL ATTACHED TO FRAME JAMB OPT. AUTO LOCK ATTACHED TO FRAME .IAMB OPT SWEEP LOOK EGRESSLOC K DtfkILS NOT TO I, SCALE ATTACHED TO FRAMEJAMS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME VVELDS ...... . C) NO CHANGES THIS SHEET. AK 0312R20 Nr <0 - No. 58705 % -71 De—lpff— EXPLODED WINDOW VIEW F HORIZONTAL ROLLER - NI A. LYNA MILLER, P.E. 111" REM 58705 HR-5410 NTS 15 OF 15 PRODUCT REVISED ....-plying -Ith the Fldd. 13.111ding C.d. NOA-14- 20-0406.02 E.pl-uo. D-teO9/24/2025 By Mi.-I-D.d. P-d—t C..&,—.I- 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 J ROSOWSKI 05115115 rorhng No. "" MD-HR5410-01 c 1