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Mt—y—of -Ze p hyrh i I I 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 0 110 ), BAR- 05261-2022 Issue Date: 11/21/2022 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. 11111•111MIT! I'll ITIM! I !1 111 1 11 111 1 I I 1111 11 1 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 0 ff. I "On m"mR, PEfIT OFFICIEU 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting (813)-72-1-60'72 I I I I I I ===Ezxzx� I I I I Owner's Name Owner Phone Number Vim, -0786— Shh-fie 13,lack�-�ell Owner's AciclressFlw,144 L ottom, ood P1 . .a ph) rbills, FL 3,3542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38444 Cottonwood 11 . Zeph yrh ills, FL 33542 LOT # SUBDIVISION PARCEL ID# 1080 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF---1 ADD/ALT SIGN DEMOLISH El INSTALL = REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Repinee Size For Size- Windo" (S) - I Mulfion(0 - NON -Impact, 120783 ; 15819,8 ; 990919 BUILDING SIZE SCE FOOTAGE = HEIGHT= BUILDING $ 6,856M0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL F$ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS 1$ FLOOD ZONE AREA YES NO BUILDER —7r 4- COMPANY � Windor, World of Tain 4114C,44 041C PW,44,44, pa BaN� LLC SIGNATURE REGISTERED Y l N FEE CURRENT Address 11)f14 I-Endea-, our Way 4( Seminole, FL 33777 License # ELECTRICIAN COMPANY L SIGNATURE REGISTERED —/N FEE CURRENT Address License # PLUMBER COMPANY SIGNATURE REGISTERED FEE CURRENT =1W Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Address 1 License # OTHER COMPANY SIGNATURE REGISTERED ----L Y-1-N—f-FEE CURRENT Y/N Address License RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl 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, Stormwater Plans w/ Silt Fence installed. Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owned would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rereofs if shingles Sewers Service Upgrades A/C Fences (Plot[Survey/Footage) Driveways -Not over Counter if on,public roadways.,needs ROW Door Contract t oestf— SmkKk, FL 331?7 aqw. Hutto "t. r o se-, PIZ 'm': .. .. t " 3, 4. W i-Sp NZ24 s", -- — A SIT— AM- W, %75 sm --ESP atat OR P.1.d Mc INC Otv, " Tm e, 0" Vinyl CO PO— Weed C— - "0. 5w(,. SIM TOO C�C�Vwros— n. $292 1428 L—E 01. W.. (APP - 11) $45 up $400 __ = TW,,w (lucre P—sn FI — suene oo S27 L" sw- t -V 0 SS70 Mk —Ow. Se F! f R-�" SID � $11 T.md � Om � Owt. Sl F, lmz C'A"'wcewed &0, — = V3 sm S�,� CM40 $20 $m Eno, sor Nick � ESP SCZ �gdtlm— L.bo, ha, "03&"M-2?lJl,AM $60 2,kee SW� �,j - 11. U I ADD Soo S,.M $Sqq sw Wld— sw $130 ,sg� V—Odaw-v TSO W,,W r-atd MWO THre $40 Addd—W " C"V. - P�— F�SIO ft— tMw, E�C�r-u S 125 Wy WPd" F—h & Tm 13M ll.s , n0hm fq.�rtd Fm S+v $12 ft-M, SA OR J—,b fl us 10, n4-, m pple. Re.— M.'N. So $110 OOWle,w— "'W'S., —So P.I. D— ft P-1 DOO, Poo Ow P., N.1 CuM-kt.—.t. SWD P19 D— UO sm —f Md., P—t k,tgmt,. '14, pp653 M MOBVILT JOJES 11:11, 14 ---t L-� F TO, PanA fMta!�W_ Ado - pp US My Nara Wee OW, h The Y EA—,CdQ,Pe, DOOR "538 e"h". We- llY. he bw, 4 0, --w— FievIWP D', —,", 2i'W'44— F-4 Wt mYS1lR4Y Whhe lhl,4 w-- d, -,4 "'NU— N sN,h, d.. WOW, —11mg mo—ka rsc w—hmr C—v— Me lq-s of pa",,t lz �z -dA�1111— COW f-, S 8-1M4 pa'd 1. hnswls Upm C—VAO RwSR up, I CO —A 16 2m �w. Daft . . .. . .. . �,, _7 . . ....... . . WINDOW ORDER FORM -orl'amim Hav - M741 -Fudravotir NViv 9C Plncfh� Park, Ft. 33477� IT, oynAR phom PACE OF Comments Archived Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 {330) 922-2108 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan I King, RE, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method � https;llfloridabuilding,orglprlpr_appjtt.aspx?pararn=wGEVXQwtDquJEQf8P6a6FAUrnUcubT5z3Pai6x65CmTiC95Qr,2CeSig%3d%3d 1/3 , Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved M FL # Model, Number or Name 12078.1 a. 3100 structural Mullion 10/02/2020 10/05/2020 10/10/2020 12/15/2020 Limits of Use Approved for use In HVHZ. No Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure: N/A Other,. Mullion Design Pressure varies according to mulled window size. Referta, EVAL 12078.1 and INST 12078,1 for Mullion Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars, 12078,2 d b. 3100 Structural Mullion Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure. N/A Otber; Mullion Design Pressure varies according to mulled window size. Refer to EVAL 12078.2 and INST 12078.2 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 120783 i c, 3100 Structural Transom Mullion Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ. Yes impact Resistant: Yes Design Pressure., N/A Other: Mullion Design Pressure varies according to mulled window size, Refer to EVAL 120783 and INST 120783 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Installation Instructions Verified By: Lyndon P. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Installation Instructions E, -, 2 —(-,, 18 Verified By: Lyndon F. Schmidt, RE. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and 111) Style Mounting Bracket Installation Instructions Ld22Z1-EZ-i L-'� t2l"Urr"al—LIN" 11 " —"3 t""2, Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 12078A i d 3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style 1 Mounting Brackets Limits Of Use Approved for use in HVHZ: No Approved for use outside HVHZt Yes Impact Resistant-, Yes Design Pressures N/A Other; Mullion Design Pressure varies according to mulled window size. Refer to EVAL 12078.4 and INST 12078,4 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 12078.5 1 e. 'T' Series Structural Mullion Limits of Use Approved for use In HVHZ; No Approved for use outside HVHZ; Yes Impact Resistant. Yes Design Pressure,* N/A Other, Mullion Design Pressure, varies according to mulled window size. Refer to EVAL 12078,5 and INST 12078.5 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, installation instructions Verified By. Lyndon F. Schmidt, F.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL123, a—Rce A — 3- U9 Created by independent Third Party: Yes Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post (at Head and Sill) Style Mounting Brackets Installation Instructions 2 iY7 8 5 Verified By: Lyndon F, Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 12078,6 f. 'T' Series Structural Transom ¢ Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets . ......... . ... hftps:llwww.floridabuilding.or,glprlpr_,appAti,aspx?.oararn=wGEVXQwtDquJEQfaP6a6FAUmUcubT5z3Pai6x65CmTtC95Qc2CeSig%3d%3d 2/3 ` 1512021 Florida Building Code Online Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ* Yes Impact Resistant: Yes Design Pressure. N/A Other Mullion design Pressure varies according to mulled window size. Refer to EVAL 12078,6 and INST 12678.6 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions Verified By: Lyndon F. Schmidt, RE, 4 409 Crested by Independent Third Party. Yes Evaluation Reports ' w E i Created lay Independent Third Party: Yes 12078,7 1 g, "C-Class" Series Structural Mullion l Clipped Steel 2.0°, 2.25" and 2.5" Bar Mullion for use on Wood and Masonry Openings Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ. Yes Impact Resistant; yes Design pressure: N/A Other; Mullion Design Pressure varies according to mulled window size. Refer to EVAL 12078.7 and INST 12078.7 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Installation Instructions 1,.1 _ r Verified By: Lyndon F: Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Repeats i 12r Created by Independent Third Party: Yes n er Us 2rat1 Blair $k?rrr. ea ,: Ta!€ h phr?r.: cd The slate of Florida is an AA;{`EE0 ernpimyor, f,, Qpyrighc tiQ £ t StaG� of F . rid :_ :: PYrvacy SfaCemgnK c;. Ae ssEt.liiCg S aT,e. er c Rs,:f rtr Ca �fl't^rat Under Florida taw, email addresses are public records, It you do not waist your e-mail address miease=d in response to a public -records ree,.rest, do not send electronic nail Co this entity, Instead, contau the o.sce lay phone or by Yradsiona# mail, Ifyou bar o any questions, please contact $50.487,1395. " Pursuit to Section 455,275f t}, Florrda Statutes, effective October 1, 2012, iicessees licensed under Chapter 455, FS. must provide the Department tiaith an email address :f they have one, The emafls. provided may be used for official cpmmuniration with the licenaec. However email addresses are public ecard_ If you do net wish to supply a Personal address,. Please provide the Department- ailth an email a dreys'.Pict^ can the made av°aOabie to the pubic. To der_errnine if you are a hs _arasce-unoe, Chapter 455, F:S„ pleases click _. Product Approval Accepts: ;sn M Credit Card safe https:llww.flraridabuiiding.or9lPripr_app_dtl.aspx?param=w EVXQwtDquJEQf8P6a5FAUmUcubT5z3Pai6x65CmTiC95Qc2CeSig%3d%3d 3/3 ASSOCIATED MATERIALS 773 STATE ROAD CUYAH10GA MALLS, OH 44223 tF 3 MULLION GOAL POST STYLE BRACKET jftE HEAR ISND Slip i. TYus product hre �n evoluaiedand is in compgorce with the 7th Edition 12=1 RrAdo Big code (M) excluding the "Higr, Vaiodfy Huttirone P.one'and conto ms to lherequkereeof� Of F8C chu'pter 17, 2 Wood buch by otherr, f uvr be anchored propemly to transfer loads to the struch se and be reviewed by the bukfifQ Official, 3. Min orr" errbedrrent to base material shall be boyo d woh mezing er stun. d, When used in mern requiring wind bane dobris protection, this product does not eeguue pres#eciic-n from an ur poct More covorii } when uwd n Wind tones i, 2 and 3 as de?ined by As M E 1996; in Blind Zone 4, a< defined by ASDA E P' & NA product mutt be protected 4,th ski rrnpacr reststant cvetri'ss, complying waits fSC Sections 16M. 11 f f301.2.1,2. S Seboofeproduct dpprovat for each doAnigproduct used snitsthr,s&rnultioremust bewbrn(tled c 'fong with trait muforb prodtcf opprovd, 4 A echarng of etsch gkTzhg product to the muk+on shcA be as aC own st each indiwidud Bi ng product approval, 7. Any contdfions not covered In this e zokimme Rite +at to seporme engine? irg ewokmfion. 9. Y;mullion i3wigri Prize Rating, we Load Pam Tab e Sheers of 2 and 3 �„ teas rig, 9. ftw design pressure rating of the aeembly shall be the iepam a9 the laud r ,orsuc4ty of the muttion a& ie# ,M,ed a fi* apprawe t w it'ees deepn pre at E3 f h ;r w a +gproduce wed. tf &round ng nor dimensissre er, gearnetric shapes must be equal to or less than Ilse rectonguiar drrnens om Mown swain, .......... ......_.. _ CONTENTS SHEET r G r,CftfPT f _ .. t TYPICAL LL YAT 7P' & t ENEPAL NOTE `` 2 MU ION LOAD eATBLC FOR trff}OD SCREN Ak t �t ��§ JLl:�ia� S�.L;TtJN idrJ �iCla drrr d,� :�C(~g4 5 �ANCHO . _ ....._; b 6AA�.. {`!)hdrltA)F �r9»4CriadLhd 3S �ff t1i GLAZING G AZfiNG t'fJ Ui T PPCtDU t r£ GLAZING C L If3 PPODUCT PRODUCT �P#£8#dd� iiY a�� pp fl MAX COURINE) vn q dS _ z N PRODUCT 3 PRODUCT Ir i MAX CI f7rOF'E" f tt r p...._..._..... .. . fi;t1s dF4..,m(Y Y _f5V8s2- I_ 3 ac E3 r t (;%AZfNG GLAZINC 999 i F° P r14w)€aUC l" k'7s(aLri,$f T t'i � ,jv? a- P i a w LEI NTS r.<r: DWS FL— 1207d.2 Nt 1 W2 ..._„. �G�WING GLAZING POOMI FRt7CJUCi i gfa!J7ARY WIDTH � n4 7 + W2 2 f crLoN Z t M t lC N FRA1 3f00 STRU TURAL M ULLIONLOA TABLE (PSF) TAOUrAKY WOTH 64.43 60.62 57,20 , 4. SIX 49,a5 47.35 45.42 43,E 42,Cd1 40.48 00.i41 36.5t iY 7625 7178 67,8? 66.43 8;. 5954 54,14 55283 51.71 49,76 4793 4624 4320 78" 83,26 1&% 74,15 10,41 5,'.1TI 5+4 N BIAS %al MAS 54.33 52,3b 53.49.. 47.f5 69" 54.15 65.65 81.23 77.16 73.52 7i:26 6T€T 64, 61,84 -40 ST, 6526 51,60 i 56" Imo 94,28 00,23 84,76'... 80.78 77,11 7177 71a.7T 6760 85.29 82 8784 56.81 j B#* llaz' 103% 88.33 9F42 97 64.82 81,23 77.85 ( 74n 71,86 €ilo W,73 62m fit" T243.f6` 1.14_78 1 M Iff23 98,30 93.8? 6914 65:# i 82_S# 79.32 76,3S 7364 88,7€ HO" 32II.ffi3 121).041 120.ii0 1ta.4§ 1(>6.95 109.95 .3 95.22 BL38 8i_34 1.57 94.53 70:€>b S8` " #2t7.CJ3 #i6.(k3 712G.0:i 526,0n# 120,00 42fl.Cli 19000 12fl.6T3 #20.i"i fi'30) :t5.53 12G.tRI 114�.49 i2t?.90 f€ .63 118.05 101, _ 192.94 W60 1438.03 93.9 4CYs.'53 90% 64.46 9839 i32.E 04" 1900 120.E #i9. 1 t20:� f2flt#i t�iaii7 12%,� 120,00 120.06 116,15 f#1.34 ftJ6.86 " t20.f�} 426,i ?2ii. 1£iS'r t2ii.#7J 120.t2T t?A.if f21i,X%1 i2l'is _ i24.i 12Ei.S#7 i15:26�!' 9t#t.TI sr i2G,£K7 t2 M I4cmm A t20,M I, e„� T29.01i t2+om 120,OD 120,00 f2000 12II€0 123'00 €15.43 - Q 32#t-?RS 120.9i 42i:EK1 L2d.0U 12D00 920 ` 3d3k #24IX} 124.4%I t20,W #2k0:? 12300 120,00 g 4v 4d' ai 20M 17Y. 121,t#: 120,00 ti0.ti0 5553 Si0t70 i°.i 1'i,03 42tY,Ek'f 120:00 12A,09 T2i7tiU 12R;Ct7 120,00 120OG f2fl.iBi i26.4i0 42D00 £2Zi.#?<i 12ti1ki 4.000 t24i.i3i f k.OG t20.00 120,00980.ia3 i2A.i # t2D iic1.40 120.00 12if:*7f} 127.i 3 T20.00 120.00 + 1i0,{kY T2+3.±%k ^120 _. 4V 126,W #2o}Co 120,00 _ TABLE: I, OE-mRmwt THE OFSIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE RVILDLNG DESiONlER (ARCHITECT OR ENGWEE,4 OR r'?EC0t2t3)- 2. FOR THE PARTICULAR OPEFi N , DEtENMiNF !HE 7:RiRUTARY WIDTH AND MULLION SPAN, REFERENCE THE SKETCHES ON THIS SHEET FOR MUt.i.fON SPAN AND TRIBUTARY WIDTH DE'TERialNAPON, 3, IN THE FIRST COLUMN OF' THE WILE, LOCATE THE MOLUON `ifANL IN THE FIRST ROW OF THE TABLE, LOCATE THE TOIBUT;4RY WIDTH. AT 7HE INTEI?SEC ION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONIAJNING THE TR?BL ARY WtOTH, READ THE MULLION LOAD RATING G EN IN PSF. THE MULLION LOAD PATINO MUST BE EQUAL TO OR GREATER TKAN 7HE DESIGN LOAD RE00tREMENT OETERmINFti tN STFP 1 AROVF. FOR ANCHORINGOWING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPAMG SHALL BE AS F"ECU'iEL, W ONF OF THE FOLLOWING: t, SUBSTITUTE i? FOR 1) 1j4°--14 SP..F-DRItlWC, SCREWS FOR THE FASTENERS SHOWN 'N rHE INtI7V}C7UAL GLAZING PROOLV APPROVA- 2. SUBSTITUTE JB-18 PANHEAD SELF«-OPSLUNG SL:PFwC,' FOR THE FA5TFNERS SHOWN iN THE 1NCIIVTDUAL CLAZING PRODUCT APPROVAL MAXIMUM FASTENER SPACING ALLOWED I5 6" FROM EACH END AND AT 15` (.C, MAX, SPACING, NOTE A MtfdMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH FHE" WALL OF €'HH MULLION, THIS SECTION VXW IS SHOWN r ICLL)SiRATIVE PURPOSES; OTHER FRAME SECTIONS Of' IlU€ZC1b. APPROVED WfND.OWS RY AL!DDE WINL OV6 CAN 3E USED tN THIS FASHION, x: NTS Dw _ 9Y-: LF.`S - 4,-Wa NC.: FL- f 2,07ft, r [ W? - V t i g GLAZING GLAZ'NG ° PRODUCT PRODUCT rr, TRIBUTARY WIDTH rl1 + W2 .tl"CTro.__LfiRQ m d f h' .F fih".E 3100 STRUCTURAL MUL UON LOAD} TABLE (PSG TRWTARY W83TH $ 34 3r w 4v $ 4d" 46" 4r50" 54 76 6#43 6062 57.29 64 77 ¢ 4' 45 17.55 45,42 43,65 42,00 40 30,06 3651 7a84 9737 64'�s 6r6G 5ai6 57.14 ��6:17 53"i 51bi 4975 ai93 48. i 432fl �...i�l"_.� 73a1 6982 66,67 83,53 1 6i_52 58.31 57,24 35.'_2 53.52 6183 BOX' 48,7B 46.03 76.8 T2d5 E9.23 66.44 63.93 B1.6t 59.44 7.a3 6554 53 E„ 5253 545T 4172 .. 7329 T2.W B9.Sa 949 24.#75 i£170 q.87 57.70 55.65 54.12 52,49 462 _ oe sa.29 7837 75.00 7Z00 6923 88.67 Pa.29 62.V 6(i.Gd 55.E 58:2 54.69 81d3 75.07 72.16 88.46 56.56 6S63 9248 86.2 54,% 56.73 54:47 6r 44 86.33 6i.R a 78 37 76 �& 72 45 82 V 67 ?7 6 . i8 62; 60.95 59. 65 55 56".51 3 8u.i 85d3 81.9. 78.E 7b.67 `i26S Iiai 677 _ w.mm_._.... 6666 63.E 81.69 87.9E 5f .. T. 93,§1� .�_ 89.44 - 85i1 8229 19.f2 76.19 T3:d7 TO:Ba 6&57 86.E 6a, i 60.50 w f028f 88.6E 9177 n....... 89w K20 Sig 7mn ma Rt20 7171 60,38 �„ 8799 2f ; 5r 108,07 10104 0,46 �.2X 8it;42 888E 83.6(a �k.S$ 7T.73 .7610__.. zu T033 ri6.13 5G 113,7B i06A2 f03 98.10 31.25 _ 7.7 845 61.aS i@77 7817 7373 69.29 d8" _ i-M 114 T(t0 idd -Too 3Q 96 i 92 31 85Tt 88176 Kw 77 42 T4 73 $(§" 14i.iatl 'i24.W 115.i4 714Ci 905C6 10i 19 w.. 97.2C 5362 90.25 8X1'S _..r......A 8ai8 „....�......,_ 614a . ._� 76.47 4d" 1z"U, t2P, 124,t# . ____...._.... 1i #i143 1C&.i�3 102,67:8f3 95.21 9387 88.is 85s4. �... #2"" t 000 121i.0 i # rt.Oi fii>.te; t1a.9i�.. 193,ii TOie3 tO4.49 iLa66 97.0E 8' 7T 90.Br Alt" 12000 12000 lami24.iR3 12000 i 120,00 1 ilo i10.i7 1i�T67 14286 98.31 emirs 9ti4'� 3r 12000 #20,00 1zff 12040 t200A 120.Oi 1�5,09 117:73 i1333 1Q925 m..._. i6S.fi* 94f.90 ......... ...... 96%8. .. .. 120,00 12aoa 120,00 0W0 120,120,aG 120,00120A0 120,00 120,00.. 00 118 _11220 1CB,a7 i61 .-120,00 120.00 120,W 120.0D 120. Y,24,00 IM-W 1 b0 mloo 116.84 1C8.42 32° i2-0 5 12ai-0 42-0 120 , 220.00 126b4 fffbI_µ ---i-2000 i20:i°S 1206E 1200 120,00 1t6.t3 A iS57,(A1 120,E ,. 12.011 120.60 129.Oir i i2ti$K� i 160 12000 lano �120.00 t2ii.1#i � 926.ty7 i2iT:f"� � 124i.i�I __1e0'm 120,00 1X 120m t ,00 law 124:f� t23,fX S20d4} i21a� lifl,O7 28" Ix'03 12D,00 120.03 120.%6 12Q.S}{ I 12G. t 1 ,(A3 120,0 20O 12i 00 t2ikO7 120.00 #20.iPJ 24" i Y,OD i2lk 't 12U:ci 12ik.t39?4.tKt 12Sr.06 12D.00 1 3.l !20.00 14,00 i2t1.�#`t 120.axi f 420.E#I i. DETERMINE 7t4£ DESIGN LOAD RE0UPREMENf FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHrrECT OR Ft Ct NEEP OF? RECORD). 2., FOR THE. PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULUON SPAN, REFERENCE THE SKETCHES CAN THIS SHEET FOR MULLION SPAI,4' AND TRIBUTARY IXID'YH DIJERMINATGN. 3 tN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST fi[)W OF THE TABLE, LOCA1t THE fRfBVTARY WIDTH, AT THE INTERSECTION? OF THE ROW CONTA ,IING THE MULLION SPAN AND THE COLUMN CONTAtN`fNG THE TRIBUTARY VVIOTH, READ THE MU[ OON LOAD RATING OMEN W PST. THE MULHON LOAD RATING MOST 6E EOUAL TO OR GREATER 0H0,11 fHE DESIGN: LOAD REOUIREMENT DETERMINED IN STEP 1 AROvE. FOR ANCHOWNG GLAZING PRODUCTS T"O THE MULLION, ANDIOR SIZE AND SPACING SFIALL 8!,' AS SPECIFWD' IN ONE OF THE FOLLOWING, i. SUBST,RJE (€ FOR I) 1/4-- 14 SE?F--DRfLUNG- SCREWS FOR THE FASTENERS SHOWN tN THE, iNDIVIDUAL GLAZfNG PRODUCT A}'t'r2JVAL 2. SO&STITUTIE #8-18 PANHEAD SELF-DRIIANG SCREWS FOR THE FASTENERS SHOMN 7N THE INDIVDUAL GLAZING PRODUCT RF'F't3OVAL &t .XtA3 } FASTEN S A thG LLD4hED €5 B" F"F2`M EACH END AND AT 15" O.0 RAAX. Sf'AC)NG, NOTE., A MINIMUM OF 3 THREADS OF 7HE SR,F-DRI Ff'G SCREWS MUST PROTRHSF. THROUGH THE wu Or THE ,. MULLION, THIS SECTfON VIEW sS r-iOw,1d FOR IL.LUSi'Fl,&TWE PURPOSr.St OTHER FRAME SECTiO'JS Of Fs, PIRA APPROVED WINDOWS DY ALStDE WINDOWS CAN BE USED iN THIS FASfiIOk I m rw: DwS FL-12D75,1 O PAS flflil ..., o L4i f i 0,727„ y 6 C W,T';,: 6063—T6 DO NOT USE CENTER HOLE FOR CONCRETE SCREW I STAUAt?10N efi tf Pv � j C, n ._............... — 0 75' �'1.�1 �. _.4 N a 375 r 0_125" 0, 727" Y Pdit l�f.tOL'ANCHQR._QEE5L .t?AS-K .j MA L. 6063-'T6 �F a 0.75 ° -- rj Yy m,AT`L: 6063--75 C7 (4) 1/4' DeVVAL 1ArF'A('nN+ CONCRETE SCREWS �,�f" jjffJjj �,�°ia<tdet t'° w t 3,000 PSi CONCRETE C0,14F,ORt4ING TO ACI .30€ CONFIRMING TO ASTW CSO �a 314- SMS USING 714 X 2 1/4- I'+O1NCRE7E ,SCREWS v t,4` ANCH2R TO MASCtNRY CONCRETE SCREVI z (6) Div h s-t/2 a4fi3 -,CREWS zLnl EDGE (3J4` MIN, iiC7AACL') E 2X MATT: 7j ( SPRUCE- Piw[- Fi R 314- SM-q Ar CH0 ?0 Z;A STV °�. A ULi r tt€ AeKCT ¢!,%I' N aAS _� '3 } <s r st xi a VOR CON:,RETE SCREW ONNECTfONS & FOR WOOD SCPEW A€ PUCATION S SmS SfR W (MULL TO MULL) CONNECTIONS fIIt�ftiE'7 DP,ACKEiSY334YN' �` 'i (4) 10 A 31 1 4 I ° nay SHEET Mf-7AL SCREWIS iQRt,�Civ :+St.-- sate: 8dT's ° ALUMINUM MULLION (7J.t MIN, EDGE O.a7ANCE) j' ! `' (cINOER SEPARATE !� ( APPROVAL) CW, l7xi t f"5 r iy FL-12078.1 #.S LLi i ! I" ?,3s ,L,t snhi Ai'QC:%tt"fi?£P�ti, SFsvYf 4 or R R W BuildingConsultants, Inca Consulting and Engiricering Services for the Building Industry F.ia, Rom 230 vairico, FL 13595 Phone813.659.9197 Florida Board of'Profem€anal Eiginects Pc ps,ry License No, 981 3 Product Sub Category Manufacturer Product Name Category Associated Materials, Inc,. 3100 Structural Mullion Window Mullions 773 State Road Cuyahoga Falls, OH 44223 Phone 330.922. 350 Scope. This is e Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID 1998) fear Associated Materials, Inc. based on Rule Chapter No, 61 20-3, Method 28 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, RE, do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.. Limitations: I, This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Cade (Ff3C) excluding the "high Velocity Hurricane Zone" and conforms to the requirements of FBC Chapter 17, 2, Wood bucks by others, must be anchored property to transfer loads to the structure and be reviewed by the building official, 3. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 4. When used in areas requiring wind borme debris protection, this product does not require protection with an impact resistant covering when used in Wind Zones 1, 2 and 3 as defined by ASTIR E 1 9 ; in Wind Zone 4 as defined by ASTM E 1996, this product must be protected with an impact resistant covering complying with FBC Sections 1609,1.2 & R301,112 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. , Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 7, Any conditions not covered in this evaluation are subject to separate engineering evaluation, 3, Mullion design pressure rating„ see load rating table sheets 2 and 3 of drawing FL-12 178,1, 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 1a, Bounding box dimensions for geometric shapes must be equal to or less than the rectangular dimensions shown herein. 11. See drawing FL-12078,1 fear size and design pressure limitations. 1 Clrawtn Ica, EMp2red lav t i t Signed Sealed b � � No, FL-12078,1 RW Building Consultants, Inc. (9313) � �� � � ��� Lyndon F. Schmidt, P,E, re 2. Calculations Rared by � , _A ed &Sealed by Mullion/Anchoring Rai Building Consultants, Inc. (#f989 ) X No , 34` ,.1 * radon F. Schmidt, P.E. 3 Quality Assurance � my Certificate of Participation issued by Architectural Testing, Inc,, certifying t $. that: Associated Mat€•:riais, Inc, is manufacturing products within a quality assurance program that complies with ISOIJEC 17020 and Guide 53, R ®y Lyndon F. Schmidt, P.F. g FL PE No. 43409 9129/2020 Sheet 1 of i 10/2E 21 1 Florida Building Code {online IN -is 13CIS Home Log In• -_,.User ReQirtmuon Hot `topics '.. Submit SurCharge Sta€s &. Facts publications Contact Us acts Site Map I Links Search Product Approval d Nr 4 USER: public User a r_ ur` � r RP_ _ai S,�=i%,> AL €R�S -ion, n € i;�a: a Appil--ion Detalt FL # Fi.I5819rR1i Application Type Revision Code Version 202 Application Status Approved Comments Archived' Product Manufacturer Wlncore Window Company, Li_C Address/Phone/Email 250 Staunton Avenue Parkersburg, WV 26104 (304) 485-7460 Ext 228 dgeorge@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Mike Peed Address/Phone/Emali 250 Staunton Turnpike Parkersburg, WV 26104 (304) 485-7460 Ext 228 mt eed@wincorewindows.com Quality Assurance Representative Mike Heed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV '26104 (304) 485-7460 Ext 228 mreed@wlncorewind os rs, co Category Windows Subcategory Double Hung Compliance Method Evaluations report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report Hardeopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration date 12/31/2021 Validated By Ryan 1, King, P.E. Validation Checklist - Harcicopy Received Certificate of Independence _ f..,. C t t € s , r,c nr t ` 0 e 9 .. i?�; Referenced Standard and Year (of Standard) AAMAjWDMA/CSA 01/1.S.2/A440 2008 AAMA/WDMA/C SA1li I/I,S,2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E 1300 2004 ASTM E1886 200S ASTM E1886 2013 ASTM E1996 2014 https.l1floridabuilding,orgtprlpr_aPP_dtl;aspx?paratr=w VXQwtDquegl%2bTTI%2fFlw$33.1-i1J%2fv%2fsYI%2f9P73ykgffZ4FMN oliuot+ %3d%3d 11 115/20 1 Florida Ouilding Code Online A TM F1.996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Dude Product Approval Method Florida Licensed Professional Engineer or Architect Method 1 Option D Date Submitted 07/w/2020 .late Validated 07/13 2020 Date Pending F9C Approval 07/20/2020 Date Approved IU/13/2 20 sulolrnary of Products .... _. -. ..... _. _.. ........ _......... ..... � ....................... -- . . # Model, Number or Name Description 15819.1 i a. 84€ 0 Series Vinyl Double Hung j Extruded PVC Double Hung windrow with "Mon -Impact" Window { insulated Class Limits of Use Installation Instructions Approved for use in HVHZ No _ Approved for use outside HVH .pies Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant* No Created by Independent Third Party: Yes Design Pressure* N/A Evaluation Reports Other: See INST 15819,1 for Design Pressure Ratings, any additional use limitations, installation instructions and product 1 Created by Tradependent Third Party: Yes particulars. 15819,2 b. 8800 Series Vinyl Double Hung Extruded PVC Double Hung Window with "Impact" Insulated Window ( Class Limits of Use ( installation instructions Approved for use In HV H ; No Approved for use outside HVHZ. Yes Verified By. iyndon F. Schmidt, RE, 43409 Impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports Other: See. INST 15819,2 for Design Pressure Ratings, any rL 1 , p 1 &F additional use limitations, installation instructions and product j Created by Independent Third Party; Yes particulars. 158 9.3 c. 8819 Series "HVH'Z" Vinyl Double Extruded PVC Double Hung window with "Irnpact'' Insulated Hung window Glass Limits of Use Installation Instructions Approved for use in ttSt Yea d...;:. � 3. i t � !' Approved for use outside HVH . Yes � Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant, Yes Created by IridependentTh€rd Party: Yes Design Pressure: N/A ; Evaluation Reports Other: See INST 15819.3 for Resign Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15519.4 d. 400 Series Vinyl Double Hung ; Extruded PVC Double Hung window with Nailing Fin - "Non - Window Impact" Insulated Glass Limits of Use i Installation llation Instructions Approved for use In HVtl :Rio u � c Approved for use outside HVfl . Yes Verified By: Lyndon F. Schmidt, RE, 4:3409 Impact Resistant: No Created by Independent Third Party;. 'des Design Pressure., N/A ; Evaluation Reports Other: See INST 15819.4 for Design Pressure Ratings, any � : ; - � .... ...� - �..<;... additional use limitations, installation instructions and product ( Created by TridependentThird Party; Yes particulars. 15819.5 } e. 500 Series Vinyl Double Hung Window Limits of Use Approved for use In V l : o Approved for use outside HVtl a Yes Impact Resistant. No Design Pressure: /A Extruded PVC Double Hung window with Nailing Fir, and Integral 7' Channel - "Hon -Impact' Insulated Class Installation Instructions Ver fled By: 'Lyndon F. Schmidt,NP.E. 43439 Created by Independent Third Party: Yes Evaluation Reports tkp :ffwww,ffor€dabvild ng-orglprtpr _sPP..:_dti.aspx?parar =wGEVXQwtQque l% bT71`/a2fF9 € 8LFiU% fv%2fsi I%2f P73ykgffZ4rhrllt Ko utav %3d... 213 1/5/20 1 1 Florida Building Code Online Other. See INST 15819,5 for [Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 158t9, f- 5400 / 5400S Series Vinyl Double 1 Extruded PVC Double Hung Window with 'Non, -Impact" I Hung Window Insulated Mass (Double Strength Grass with Reinforced rash) Lim is of Use i Installation instructions Approved for use inHVH .Ne. t,&z-L1_3_>�.k, _� �1ci Verfied By'. F Schmidt, RE, 43409 Approved for use outside f VHZ—. Yes Lyndon Impact Resistant, No Created by Independent Third Party. Yes Design pressure. N/A Evaluation Reports Doter: See. INST 15619.6 for Design Pressure Ratings, any i L-11LE21-1-L additional use limitations, installation instructions and product Created by Independent TNrd Party: Yes particulars. 15819,7 19, 5400 / 54005 Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" Hung Window ; Insulated Glass (Single Strength Glass inilth non -reinforced Sash) Limits of Use l Installation Instructions Approved for use in HV M No m_:i.. ' F .... Approved for use outside HVHZ, Yes Verified By. Lyndon F: Schmidt,mRE, 43409 Impact Resistants No Created by independent Third Party. Yes Design Pressure. N/A g Evaluation Reports Other. See INST 15819.7 for Design pressure Ratincls, any additional use limitations, installation instructions and product it Created by Independent Third Party-. Y° s particulars, I5 19,5 h 7700 / 9000 Series Vinyl Double ( Extruded PVC Double Hung Window with "Non -Impact" Hung Window insulated Glass 'Limits of Use i Installation Instructions Approved for use In HVHZz No Approved for use outside FiVH , Yes Verified By Lyndon F. Schmidt, RE, 434E5 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 15819.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Indepe ident Third Marty: Yes particulars, i 25929,9 i. 7700 / 9000 Series Vinyl Double } Extruded PVC Double Hung Window (Reinforced Sash) with Hung Window j'Non-Impact" Insulated Glass Limits of Use installation instructions Approved for use in HVM: No 3 ... ...<... ... �. e ...�3.. .. ,:.... its, Approved for use outside MVHZ. yes Verified 8y,, Lyndon F. Schmidt, I.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressures N/A j Evaluation Reports Other. See INST 15819.9 for Design Pressure Ratings, any .... additional use limitations, installation €ristructions and product Created by Independent Third Party: Yes particulars, 6R$ $t i : , f ade>see "r+ 3239s P, rRe SS The Make of E§ £'?des i5 ,ar. +A 11Ek:Ca anl7iOyer,. Qyrr ar€e 2CQ13 5`at: �t FBc�rd: under florid) law, amail addrecs" are public records., if y su on not want your e-maii ad dreiis released in response to a public records request, 9a: not 3aiid electronic mail to thia entity, Instead, CiyntUt the office by phone or by traditional Mail, It you haa_ any qucocons, pifa&e contart SSI"t.437.1395, "Pursuant to Seaton 45s,z75{1:), Florida Stakes€ea, effective Octoear 1, 241.2, licenset!i licensed under chapter 455, F.s, most, provide the kiepartrrent with an: email address it they have One, The r„nxai3a Provider..i may to used roe, orfictai Communication with the lic nsee, However email addresses are pzsb£ic reesini, 111 you do not.wish to supply a personal address, .please. provide €ne Dec`�:aitMert isitt an e *.rail address v,hich can be nede available to the pubile, To detsrmine it you are a kensea ;snder Chapter 455, F S,,. plea .e dick herd, Fradutt Approval Accepts: sC Ex Credit Card safe https:l,' ,floridabLliiditag,orgrpr/pr_app_dti.aspx7param=wGEVXQwtDquegl%2bT71% fFlwU8LHU% fv% fsYI% f9P7 ykgffC_4FMNKoRtaaw%3d,.. 31`� ea WIMW 250 Sucre n 1 u€ pifre, NFkeIskT& WNI 26104 This product has been ev :tuoted and is in compliance w ft, the 7th Erlhion (2020) Roddo Fuiding Code (FSC) dructurof re uIre eats dxciodin t "HiClIn Velocity Hurricane Zan., tHVHZt, 2. Product anchors shah be as fisted and spaced as sbown on details. Anchor embedmeal to vase material shall be beyond wall dressing or stucco 3, When used In areas requiring Vend borne debris protection this product is required to be prote cied -Alt on impact resfstanf covelinq that compilies with FBC Sections 1609,11 & yi{ I21.2. 4, for 2%stud froming consiracfton, anchoring of these nails shall be it e some o5 that sign for 2x buck, masonry constwafi om 5. Site conditions that deviate from the details of th''.< drawing require furftrer anginearing, anullr,ss by o icensed engpirteerorr Wered architect, ITAKE OF COWENIS iaE3x€AfiCt&d �1 iyrstuo< elrs�zeaftarrs stun „aessutes al nertds _.. 3 'd�rf`rcczf-Cmi",i ct i 3 l Ri i s cant s s X,t tang deter 3 `WY. rRAIAE WIDTH i �- -- MAX. MAL WSS EX;x`fid➢3iESr53X(PW 7m 77SPPt4 3aLkIffism: Wmsi3s€ m 8#EGA'Ei�:fE 32'r Y N.4° 2CT K 241r 01,02 +554 -66A 519 X 40,T ,rr X K7V G1, G2 +4 0 -4 b 49k` X 42r Our x 16Jr GI, G2 +4 ,0 , . -45.0 40,rX 52,T 31,7X1i.7V G1,G2 +45,0 .4.0 26.4 x S4,cr .2sT X 23,7V G1, G2 +46,0 -45.0, ._32,0''X 64r 25.rt x: 7,z3',._. _Gt, G3 +454 45.0 92rrx44r 43i xmsr G9.fl2 +410 4k s 4480X40,Cr 4i,trx€97r G1.G2 +40,0 .40. 44 f x 52,91 s7 sa" x 211 ...G1. Cat ..+40,0 -404 MAX, MAL LASS.: s,2srora tce€� As3 POW oil.a iyPt atmENVON AWWWR 1Js FdlvAi Yf _ 3610, X "IT 2Vr X V,75 61,02 +40A 44,0 a2z x 70:4X__ . 25.TX.3*,7V G1, G2 +40, �„.. 40.0 Sa oK x 60.r r 451r X 20.7r G1, 2 +35,0 -35.fi 40,0' X «4.r 41,T X 2215- 01,02 +3 ,0 -35A 44O X 00 .... _40.0"Xbd,ar'_ VT X 25.75" G1. G2 +35.4„_ ._.. 35.0 .. Urx� ,7r 01,G2 +35.0 -35.0 34,C° x 73.p` 29.(" X 34.73" G1,G1 +35,0 -3 A ssG x"6° 45Sr'X2573' Gt<G2 +3D.0 3D,D ,W x A o, 4: to X 27,7r Safi, G2 +30,0 -304 $4,[Y° x 7€ ,T 17r X 3D.75' 01, G2 +30,0 ,30.0 4&V x 72,01 urx3t 75" 01 G2 -------- +310~ J .%0 52Txi"2,(r 4SrX39.35- Gt.02. +2SJ0 45.PA z cz t m� 0 N, m FL-- f 58'r 9,3 a. pp') HORIZONTAL CROSS SECTION 4P awr -'WTR &kk INTERM s 5EECFl l ( rci t, t tiff ratif ° §� l EXCEI?tCJ,R �� c�> c, I.-2 y � I el{ WEP HOU SECTM V,13� sRownw/2x6,Zi-----"-- 11- ff'QR- wl 2x W,-k ft 7 o Z CRW SECnQN ,,.,*RnCAL cute f12� �j-,4 t P 9AtY e r 2y SUCK MASONRY OPEWNG ER4_*EAt(H0klNG 2X"Buck f`�Rff &NPgq@tLpfESr L Concrete anchor locations at the carnws may be adjwted to maintain therr4m, edge distance to erxutar B atnis, 2, Concrete onchor;oc otiom noted as 'MAX. ON C 4TER"r, ust be adjusted to mai atain In& mire. edge distonce to madrw joiSnts, addifbnal concrete anchors may be reed to eras xe the 'MAX. ON CENTER' dimensfam are rot exceeded, 3, Concrete anchor table; ANCHOR ANCHOR MIN, MIN, CLEARANCE MIN. CLEARANCE TYRE SIZE EMBEDMENT To,MA QNRY 40ADJACENIF iT TAPCONO 14 t t%" 21" EiCCs � ULTRAS( �L i " t-iJd" � AQPQSCEEtViP7S?AEI 7t£3P d1Ct% , 9, maintain a trdr z urn 5X edge clutonce. I' end distance, & i# o.c, spoon a of wood wews to prevent the spTrttkiq of wood, ':a. got 6 r Y lX-7 PD IX3UCY Buck -CrTO to �.�AaCtfAY FRAME -� as B 88 LRAME ANCitARfN I Buck [Arect to Trm*:t3my t 15819,8 —11 s I . 5 THE APPROVED 'R RrAD PVC WER aR EXTRUSIONSFORWINDOKSARE TGPEPRODUCH)BY 7RUDERS UCENSMS 'AAMA CE F',CATION PROGRAMS FOR RICAD PVC EAP USiCtt`W Illex 112 it CxiASS SITE G AZINCGTAPE ( 7a°rIHItC O ASS ..._._t ---�- $ �� Ili Iti;NEAi.ED ` AIR SPACE TIPS" ANNEALED INTERCEPT SPACER CIAS@'G E%AiI €taaid ficS,S sfli fff-4 DI �Stotri c, ,„ VW X I / 117 GLASS WE G AING WE 7/9' IFI r"R GLASS \ IMANNEAlED s�' � -� tid"So€ex�PVPSN7£RLAYf'R 1/9'A'44EALED 11E" ANNEALED INTERCEPTSPACER { GenerdNote wSheet 1p. FL, ..i 61d,S Building Consultants, Inc. Consulting and Engineering Services for the Buildin, Industr, Florida Board of Professional EngJneers Registry License No. 9813 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID 199) for Wincore Window Company, LL , based can Rule Chapter No, 61 G2 -3, Method 1 J of the State of Florida Product, Approval, - Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P,F, do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product aria ed herein. Limitations. . 1, This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (plVHZ). 2. Product anchors shall be as listed and spaced as shown can details. Anchor embedment to tease material shall be beyond gall dressing or stucco, 3, When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with F13C Sections 16lg.11 & R301..1.2. 4. For 2x stud framing construction, anchoring of these units shall be the sane as that shown for 2x buck masonry construction a. Site conditions that deviate from the details of drawing FL-1 81P.3 require further engineering analysis by a licensed engineer or registered architect. PS. See drawing FL.-1581 g 3 for size and design pressure limitations. Supporting Documents: 1 Test a ort too. Test Standard T L 02 01070 AAMAfWDMA1101AS,2/A440-08 T TEL 02801071 AAMA/WDM 101J1. .21A44L%g 2. PoMq aat Erg a r d bX No, FL-15819,8 RVV Building Consultants, Inc. (CA #9813) 3. a dulations EMpgred b Anchoring RW Building Consultants, Inc. ( ,"g 13) AST M E1300 Glass Lead Lyndon F. Schmidt, P.F. 4. gjy!y As arraf3c Certificate of Participation issued by National Accreditation and Management Institute, certifying that Win re Window Company, ILL , is manufacturing products within a quality assurance program that complies with ISOhEC 17020 and Guide 53, Sheaf 1 of `i "[' stlra Laborato i ed Testing Evaluation Lab.,Inc, VX Wright Testing Evaluation Lab.,Inc. lr.l , Wright SI nd Seaaxt b Lyndon F, Schmidt, P.E. SI nail Sealed b Lyndon F. Schmidt, P, , Lyndon F, Schmidt, P.F. FL PE No. 434€ 712%2 20 a ell) c' t BCIS Noma '. Log In User Registration Not Topics Submit Surcharge Stats S Pacts Publications ; Contact Us acts Site Flap Links Search ' Product Approval d *h USSR. Public, user A,;^r.': d'z„ ,( A9erfs ..? i. S...._ •,,. ram^. > r�>t7e c iviS.. -f'z:. > Application €ietall ME M�g � �- FL # _ FL9909-R16 � i Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Associated Materials Inc, Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 rickwOrwbidgconsultants, com Authorized Signature Marsh Fernbaugh rickwCiu rwbidgconsultants,com Technical representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, F.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Ryan J. King, RE, Validation Checklist - Hardcopy Received Certificate of Independence L22Q mi 1. °. S f o f t.... a s r{e Referenced Standard and Year (of Standard) r Y AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMAJ DMA/CSA101fI.S,2/A440 2011 ASTM E1886 2005 ASTM E 1886 2013 ASTM E1996 2017 ASTM E1996 2014 ASTM E1996 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:ft`ttoridabuilding,orgtprfpr app d49.aspx?parain=wGEV7CQwtDgsrrKf°Io2fxNg0 8G481msPpzMVil9Gr2yRnOTwwWbj8RXY)QW%3d%3d 115 117/2021 FloridaBuilding Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page to FL # I Model, Number or Name .... . .... . 9909.1 a, Model 0104 1�•. . • 09/26/2020 09/28/2020 10/09/2020 12/1512020 4) 40 Page I / 2 * A* Description 111.111-111 1_____ ............. - - - - - - - _____ - -- Extruded PVC "Non -Impact" Fixed Window with Nailing Fin Limits of Use installation instructions Approved for use In HVHZ: No Approved for use outside HVHZ' Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No I Created by independent Third Party. Yes Design Pressure: N/A 1 Evaluation Reports Other: See INST 9909.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. - — -- - -_--_--_- - . ... . . . . . ........... .......... . 9909.2 �� b, Model 0170 Extruded PVC "Non -Impact" Fixed Window With Nailing Fin Limits of Use installation Instructions Approved for use in HVHZ. No verified BY: Lyndon F. Schmidt, RE. 43409 Approved for use outside HVHZ: Yes impact Resistant: No Created by Independent Third Party, Yes Design Pressure: N/A Other: See INST 9909,2 for Design Pressure Ratings, any Evaluation Reports I additional use limitations, installation instructions and product Created by Independent Third Party; Yes particulars. 99093 C, Model L204 Extruded PVC'Non-impact" Fixed Window I Limits 1 - , of Use installation Instructions Approved for use In HVHZ. No LL2�) �qR I C, � 1 9-3, PA Approved for use outside HVHZ: Yes 1 Verified By: Lyndon K Schmidt, P.E. 43409 Impact Resistant,. No Created by Independent Third Party: Yes Design Pressure. N/A 1 Evaluation Reports Other: See INST 9909.3 for Design Pressure Ratings, any EL� ffl R1 al �ql)91311?19f A� �L _(0 Eval 9 additional use limitations, installation instructions and product s Created by Independent Third Party: Yes particulars, 9909.4 d. Model 0504 Extruded PVC "Non -impact" Fixed Window Limits of Use I Installation Instructions Approved for use In HVHZ* No EL9QQa_LjE J; c Inst_, 99 _UA Approved for use outside HVHZ., Yes Verified By: Lyndon K Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other- See INST 9909.4 for Design Pressure Ratings, any EL22 -209 11— ,r)q 4 piLf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, ........... 990915 e. Model 0604 Extruded PVC 'Non -impact" Fixed Window installation Instructions Limits of Use Approved for use In HVHZ: No r Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant; No j created by independent Third Party: Yes Design Pressure: N/A evaluation Reports E u!_ �0�Ap (.0,_v I �99 M�Q& Other: See INST 9909,5 for Design Pressure Ratings, any E6 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909,6 f. Model 0614 Extruded PVC 'Non -impact" Fixed Window Limits of Use installation Instructions Approved for use In HVHZ: No 9,6 PrLf Approved for use outside HVHZ: Yes Verified By. Lyndon F. Schmidt, P.E. 43409 impact Resistant, No Created by Independent Third Party: Yes i Evaluation Reports Design Pressure., N/A Other: See INST 9909.6 for Design Pressure Ratings, any httpsJ/floddabuilding.org/pr/pr_appjtl,aspx?param=wGEVXQwtDqsmKP/�2fxNqOB8G48lmsF'pzMVOOGr2yRnOTwwWbj8RXYIQw/`3d`/o3d 215 117=21 Florida Building Code Online additional use limitations, installation instructions and product i particulars. Created by Independent Third Party: Yes 9909.7 1 g. Model 0704 Extruded PVC "Non -impact" Fixed Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No 0 Q Approved for use outside HVHZ., Yes Verified By. Lyndon R Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports Others See INST 9909.7 for Design Pressure Ratings, any LL2_90FLlE_AE & additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 9909.8 h. Model 0970 Extruded PVC "Non -impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ. No Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A 1 Evaluation Reports Other: See INST 9909.8 for Design Pressure Ratings, any EL29 15 ACE (,r r I _9901)3__Pgf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. . ............ 9909.9 11, Model 8014 Extruded PVC 'Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ. No E09L% __gjkj_t.(gj_jL,,_t .9_11Q_' _Q put Approved for use outside HVHZ. Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact: Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Others See INST 9909.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. . . . ................ --- 9909.10 j. Model 9014 Extruded PVC "Non-ImpaCt" Fixed Window Limits of Use Installation Instructions Approved for use In HVHZ,. No Approved for use outside HVHZ- Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9909,10 for Design Pressure Ratings, any U�Q91)9 additional use limitations, installation instructions and product I Created by Independent Third Party. Yes particulars. 9909A1 1 k. Model 3104 Extruded PVC "Non -Impact" Fixed Window Limits of Use installation Instructions Approved for use In HVHZs No F Approved for use outside HVHZ: Yes i Verified By,, Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 9909,11 for Design Pressure Ratings, any i ILP& additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 99(i9,12 1 1, Model 3104 Extruded PVC "Non -impact" Fixed Window with Nailing Fin Limits of Use installation Instructions Approved for use in HVHZ: No i i 0 ,L)I) R I.--- L__Qj -, I' !_2- W Approved for use outside HVHZ, Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant. No Created by independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 9909,12 for Design Pressure Ratings, any AE_(,r.)_L%,pVt Qiff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 9909,13 m. Model 3104 Extruded PVC "Impact" Fixed Window Limits of Use 1 Installation Instructions Approved for use in HVHZ, Na _q,)01j3_-Pgf_ Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports other: See INST 9909,13 for Design Pressure Ratings, any jL) �gqQ 1,, a 3 Q_ _Ey df additional use limitations, installation instructions and product I Created by independent Third Party: Yes particulars. 9909A4 n, Model 3104 Extruded PVC "Impact" Fixed Window with Nailing Fin ---- — - — -----_--- ............. . .............. - . . . ........... Limits of Use I Installation Instructions Approved for use In HVHZ. No f rz_J_1(_Q_LrM _qL34)_94_%tt https:ilftoridabuilding,orglprlpt�_appjtl.aspx?param=wGEVXQwtDqsmKf*lo2fxNqOB8G481 msPpzMVOOGr2yRnOTwwWbj8RXYIQw%3d%3d 3/5 11712021 NZESEMEMMEEM Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 9909,14 for Design Pressure Ratings, any 9909.14 qerf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 9909.15 o, Model "1" 204 Extruded PVC "Non -Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ., No (E,)Jto_�t a9_Q2_1_9, mf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 9909A5 f©r Design Pressure Ratings, any FLI�q _AF '41 additional use limitations, installation instructions and product Created by independent Third Party, Yes particulars. 9909,16 1 P. Model "1" 204 Extruded PVC 'Impact" Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure- N/A j Evaluation Reports Other; See INST 9909,16 for Design Pressure Ratings, any EL9_0QQ._.ajC> ALU-iYA! _9901.9_1,V_Pff additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. — - --- -------- 9909A7 q. Model "1" 970 Extruded PVC "Non -Impact" Fixed Window Limits Of Use Approved for use In HVHZ., No installation Instructions HD_9 _17 P-4f Approved for use outside HVHZ, Yes Verified Sys Lyndon F, Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other- See INST 9909.17 for Design Pressure Ratings, any Evaluation Reports ! additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 9909,18 r. Model "1" 970 Extruded PVC "Impact' Fixed Window Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ,. Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant-. Yes Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports Other: See INST 9909.18 for Design Pressure Ratings, any A& I g)_ Eyal _ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. - — - - --------- - ------ .. .. . ...... ------ . ............... . 9909A9 s, Model 3004 / 3B04 / 3A04 / 03A4 Extruded PVC Fixed "Replacement' Window - "Nan -Impact" 03S4 ........... . ........... Llml I ts of Use I e Approved for use in HVHZ: No Installation instructions Eu-102- Q2_1_9P9.f Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ* Yes Created by independent Third Party: Yes impact Resistant: No Design Pressure. N/A i Evaluation Reports Other- See INST 9909,19 for Design Pressure Ratings, any a_qqo_,& additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, ........ . — - --------- — -------- - - 9909,20 t, Model 3004 / 3A04 / 03A4 I 0354 it Extruded PVC Fixed "New Construction" (Nail Fin) Window "Non -Impact" . . . .. ........ - - ---- Limits of Use installation Instructions Approved for use in HVHZ. No _701 ZU Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant. No 1 Created by Independent Third Party: Yes Design Pressure: N/A # Evaluation Reports Other: See INST 9909-20 for Design Pressure Ratings, any °L1 gal additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 111--l-111-1 I - A1111111 -1-1 11 - 111 - 1 111111-1 11 11 1—— ........ -- - - - ----- -- --- . . ...... . ...... ...... .... Go to Page 10 40 0 Page 1/ 2 r771 The State of Florida is an AAJEE0 emPlsYer, https:llfloridabuilding.org/pr/pr_app_ 4/5 Under Florida law, email addresses are records. rccos� If you do not want your e-mail address released in response to a public-rerords request, do not send electronic mail to this artily. Instead, contact the office by phone or by traditional math If yOu have any questions, please contact 850.487.1395. -Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whitch can be made available to 'he putiec. -M determine if you are a licensee i,inder Chapter 455, F.S., please click -q$=. Produbt Approval Accepts: Credit Card Safe https:llfloridabuilding.orglpripr�_appjtl-aspx?param=wGEVXQwtDqsmKfOA2fxNqoB8G481 msppzMVC)OGr2yRnoTwwWbj8RXYIQw/o3d%3d 5/5 ASSOCIATED TE IA 14 C. 0 R F 0 R A T F 0 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wired borne debris protection this product is required to be protected with an impact resistant covering that complies with FBG Sections 1609.1.2 & R301.2. i <2. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer at registered architect. TAKEOFCONTENTS SPPEETE DESCRIPTION I Typica(efevatlo s, des grs Hsu es gsnetat Hates _ 2 #Ic�taararal cross jgdf aru _ _ _. m 3 Bock & irarxme aoc1 ainq d 6uc 490" ancK& 119 d atsorrnarerizls,Rfazingr3T sandcornponenis _. 99:25' OVERAi L rya WIDTH 96" OVERALL FRAME WIDTH 3 �a i j e t 9a� x 75° e�a��E srsr�wra Qrien cation Hoftntat or Verlical Pfftr�... rtt tts� `x o w Z' cn 6 ce ca MAX.. Flu DIMENSION MAXMAXfRAr1aE DIMENSION MAXXMGLASSANCPPaRrNG D,NSI DIMENSION GLASS TYPE DESIGN PRESSURE � DETAIL P)S. NEG. 123.25" X 63.25" 1200" X 6ta.0" a14.75" X 54.75" +3Ct.t? SEE 3 .f SHEET 94.25" X 73,25" 4d.0' X 75.17` 70,75" X 49J5 GT +20.ai 3ii,{i SEE SHEET 5 75-W X 75.25" 710" X 72.0' 68.75" X ",75" +35.0 -4&0 SEE SHEET 0,25" x 63.25° 4or x 60,W 54;75" X 54.75" G2 +40;di Hv: JK per-��o�.2a ET Of B,%S i NOTE: Street hietctt Seievdi tttt35t penetrate a rr*L of 3threads through metal, Z G i !8!`jlfr8taj[itt }� i , . 6 Us m o.. of T 33 .is b Ol i * Ip % thalERiCiR i Z c 01 ( m "—' EXTERLOR 3 HORIZONTAL CROSS St-M vrI Stec; Stud ft-! g dptfor o EN,S. (iYP,i i } DRYWAik z x xs Gi P2 2 z g k ltii RiOF ! INTERIOR EXT. SHEATHiAiS', m Y f It fi�� c° ���..... !tu 10123/13 i E E�TERIOP_. CXfERtt7R x vaG. gr. JK a i HORIZONTAL CROSS S N tw,tFS i HORIZONTAL Cl 9 �� 1. xs dnsrsntor d�km2 2xSuckCctNmc#On00il n M20 6 i MUCK MASONR OPENIN RUCK ANV� Q�ING (2X BUCK) f, "P4 T (TYP-I PP.) CF 7 2X BUCK -4 MMONRY i OPENING' d F !AM�AMCHORING (MUCK) g -M 1, C=--e ��Joc�mt the cwkm May be aqpisted 10 makltdn the N*I, edge distance, to oxwaC J "A 2 Concrete orIctwbwfbm noted as -MAX, ON CENW must be aditsted to trKi0fth the min. edge distance to morlaric4nts, additional concrete cmchen may be requkEd to ensure the 'MAX ON C84rW doworbn are not exceeded, 3 Cooaoteonctxxtobfe: WIN, -CLCOAMCr VI-N- -CLEAM-�,E AK,409 ANCHOR MIM to M,�$GNRY', TO AWACENT TYPE WE fDdE nrtte 1/r 2' 1AIII-046 DoWAET 41 ULTRACO 1. Mointain a mk*nm Sff edge distance: 1'end dtknce, & VO,c, SPOChig Of wood 8artbws to pr"ent the 4pltftg of wood- 71YMAX. 0,C TMAX � TYP, P, ==41 RUCK ANCHORING (STUD -- k C04§T UCTION) I a Q E7FIS aatnc eta.:. FL-9909.20 All 4S MAk O'C p O.C. .p) z �C' —A M a- 2X BUCK D TYP, Typ, MASONRY E OPWtNG 0 t 5 FRAME ANCHORING La BUCK A!!9140RING (2Y BUCK) (2X BUCK) E 120- �i(60- M�ft- :Frc:mis:hv upio 2X Framing} to be deOgned by AteNtect or En*eer of Record. 4.6' tJkX U.C. 21 ITYPIlt uTMj C60N �nG WdStud the canes may be dusted ta,7xAqtGin the "'n- sag* distance to mortarldom W- S 2, concrete anaw locations wted as 'MAX ON CEWW'musf be o*sled to Steel Stud mr*jton fire mki edge distance to mort-04*, oddbond mete mcbm may be required to erw-we the "MAX, ON CENTER" dgnensfon am not exceeded. Typ. 3. Concrete omhor fade-' ANCHOR ANCHOR I MIN, -Wi.—,C1fA,1ANCF V1N--CtEA9-NC,- a TO MASONRY TOADJACENT a TYPE 'EMOEOMENT EDGE 6NCHORX z tTw TA OKI By, JK ICOW ff6ME ANCHORING (STUD CONSIRLICTION) Ow- BY: I'and distance, & Spacing Of wood screws to Prevent SPIffling of wood, 1 10, SUCK ANCHORING (2X RUCK) f-ONCRM _ANCHOR NOTM 1, Concrete Cucha tocation, at ft cwwjs may be oattzled to ffCTnfdn the mi& edge didance to modartolak 2. Concrete anchor iowbors noted w'M". ON CEWER'nwst be adjusted to rnainfah the min. edge dstance to mortar jotihadditional concrate O(Xh= may be r�*ed to ena the "MAX. ON CENTFrdrmnston are not exceeded, 3. Concrete anchor table: ANC1191? AINCHOR m1m, mw CE MIM CLEAUNCE Typf EMALDMENT TO MA$ONRY , Err-E TO ACUACENr eta wttr 2' DOWAIT 41 ULTRACONI P 5GfttWm ±94qfiA��L �LA M�' m z jji W000 4&jt'a�no;��—�m,5ff;aWd once, f-end dblancs, VccingOf ,,odd sae%, to prevent the spfifftrV of wood. 2X Framing to be designed by Arctifect or bVneer of Record. IN"%%MMill * 21 (TYP4 jj 'loll 5 FRAME ANCHORING (2X B6&f- 2' 61Y MAX, 0,C, ITYPI) (TYPI Cr Mact to to K Steel TYP, . ............. . %-Et N,T,S. NU. 6Y, JK n —lrl.LFS OR-om 90, FL-99M20 '001tiffill N, �S ..... ..... 8111 Of MAYERIALS A. MATE" OOD BUCK 0.421 —C I /r MAX$HIM, SPACE D �—/r X —2-3/e PfH DeWALT OR ITW CONCRETE SCREW STEEL MASONRY - 3,ODO PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 4*1 301 OR HOLLOW BLOCK CONFORMINGTO ASTM C90 8 m E -11TMIN.EMBEDMENT) STEEL G J8 X"1-3X TRUSS HEAD SS (1-1 fir MIN. iBEDMENT) STEEL 117, ;5 o xz —S I -g - -�TEEL 57UD Min. —Thk03T (ASTM A653 GRADE �nhr-45 TEEL .11 � —K :#:l:0:PF�H _SELF- STEEL I EXTRUDED VINYL RAME _KIGID PVC 6 —2 —66 kUDED VINYL GLAZING BEAD .......... z RIGID PVC THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED By EXTRUDERS LICENSEES IN `AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXMSIONS", 012 ALUM SPACER > 13116'0.& GLASS TW, 41 3/16* ANNEALED GLASS AJR SPACE --T 311CANNEALEDGUiSS GLASS SITE z g a to ALUM SPACER 1311 C CA GLASS THK. oiw 1 lir ANNEALED GLASS 4-2,2 AIRSPACE E+B.AZtNG BEAD II ANNEALED GLASS 0,667' WAW N.T.S. ,;;�— 2 GLASS V JK cw By" LFS @yq!A�All :FL ;�"g A2O — s '1 0 R R W Building Consultants, Inc. WConsulting and Engineering Services for the Building Industry. B P,OPox 230 Vakico, FL 33595 Phone 8 13.659.9197 CFlorida Board of Professional Engimers Registry License No, 9813 Product Sub Category Manufacturer Product Name Category Associated Materials Inc. 300413AO4103A4103S4 Window Fixed 3773 State Road Vinyl Fixed Window Cuyahoga Falls, OH 44223 w/ Nailing Fin "Non -impact'" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Associated Materials Inc, based on Rule Chapter No, 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept, of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609. 1,2 & R301 21.2. 4, Site conditions that deviate from the details of drawing FL-9909.20 require further engineering analysis by a licensed engineer or registered architect, 5. See drawing FL-9909,20 for size and design pressure limitations. TEL 02791605 =20nifflufflims jest _Standard 114aa, reoared bv WMV w0in EMOE—ed b A RW Building Consultants, Inc, (#9813) 4, Qggjjb�� Certificate of Participation issued by Architectural Testing, Inc., certifying that Associated Materials Inc, is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and Guide 53 Sheet 1 of 1 0 4v 11 ed by v ". Wright 91V1hk*kq-1&m Sianed & Seated by Lyndon F. Schmidt, P.E. FL PE No. 434D9 912312020 Mimmko two . - �81 FLO W9 Mr-3 11-0 ME I r-YO-Drel 14-JEWD M We 14WRIVIN I a MTAM ON IMM"Mol a a 1014 C'M Permit Number Properly ID Number NOTICE OF COMMENCEMENT SWR of Flod County of po'scv THE UNDERSIGNED nefaty gives nQlige that improvements will be rna6a tin certain real propeay and m accordance with Section 713.13 of the F10(lda Statutes, the following information is provided in lh is NOTICE OF CI)MMENCEMENT I-D"cripition of proporty (fegal descopVan), ),-4 f t k a.) SUL-el Oob) Address: —1 1� �1 {1 V C I alzAal"l-c4 C ZGentml description Qfimoroverneri,W Reploci ffmmit Mn "w Installation_ Li t 3-owner Information or Lis mm lnformatlon K #W Lea"e contracted foritm improvorront aJ Name and address: I).) Name and address of fee simple titleholder (if different than Owner listed al3nve) "'W. C.) Interest 0 properjy- 4-Contractor InforTnaMon a.) Name arkd address: . osoph John PoVath 2010 20th Avenue Parkway Indian Rocks 8$acb, FL 33785 b ) Telephone No.: NQ (optional) 5.5urally (if applicable. a copy OF the payment bond is @t=hGcJ) a.) Name and address, i).y TeMpMt>" No IN TFk— u.) Amount of Bond: S 41 6.L*ndor a. I Name and address ML a I A b.) Telephone No,: IM I AU 7.Pomon within the State Of Florida tignaUd by Owner upon Whom notices or other LJIQpjment5 may be served as provided by Seclion 71a,13(1)ia)7_F1 Stela( a.) Name and od26, b.) Telephone No: IF % Fax No.: (optional} O.F.In Kdditlon to himsoff or ihoraollr owner niosignatim of 10 receive a copy of the Li a e ProYided in Seebon 713.13 (1) 'Sqat.bos. b.) Telephone No.: Lis No.. (optional) 9.Expirmtkon dale of notice of comfrwrocement (the expiration dale may not be before the completion of Gonnuclion and final payment to me c4nlrodor, but will be i year from via date bf recording unless a different date qs speafiao) Under penalty of perjury, I rfer;IaFei that I have read the foregoing notice of commencement and that the facts Stated therein are true to the beat of my knee n1i bpi f C/O 'S,�mix& arl',wo, L—ae. ct 0-e.r Lessee's (AWtm-d ;P-1 N-9 -d P-v,- NWO'h- I The fcz ing instrurneni was acknowledged before me this day of 2022 kly t lr I �'-- B as Owner a g 7U5iBE. sc"Vney'" ,Hcu for Self as f�.d, for (name Qr party on bersARN *Nam narrurnent was executed) Personally Known Prourxd ID Type of ID Orivers. License Wary 5jqnvture Print Name a 0