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543 Aquatic RES20-0332 revision 1-4-21_1Remision Request/Correction to Comments City of Atlantic Beach Building Department 8C101 Seminole Pod, Atlantic Beach,, RL 32233 �`'}''` Phone: Q904; 241-5812E Bmail: Building-Dept@cclab.u�i 0 REN ision 1 a ISSL ec PElrmii OR F-1 Corrections to Comments FlnajElct Ac c ress: 5421 AcluEgic DfvEi Atleirlic Beact, FL 321033 Caril ractor/Contact Name: Dor l3a Ir a Contact Phone: 43211; 794•,1963 Email: to@thinkiiouse.com DEscriptian of Proposed REvision I CorrElctiaris: Add insllallation of windows and alit iricl glass c acro 10 our scopq oil miork ""ALL INF ORMATICh 1- IG HLIGH111ED IN GRAY IS REQUIRED. FIERMIT #: REIS210-C3212 Dal 9:1;11116,12020 Don Bo Iric affillm the iievisioniclaurection to comments is in(IILsive of the proposed than€lWi. Qpririted riamEI) Will proposEc rElvision/corrElctioris ac c additional squarEl foota®e to aniclinal SL L mittal? ❑INa Q YEIS Qac ditiarial s.f. to to added: I • ill FPiaFlcisErc re%ision/clorreaticiris add additional inarElaslEI in t L iidiri@ valLa to ciriginal sL t mittal? FNo 0"'Yes (additional irICIrEIZISE irl L L ildirl® V ,lue, � ' ((Ion' nactor muss sign i1 incuea9e in valuation) 113i@mature of Cantriacton/AgE rii (CIfllicle Use Ind Approved ❑ Clenieic ❑ Not Applicable tc [leiplartment Rev isiori) Rlari Re\ iElw Comme ri Daparl ment Re%iew ReigL ired: 8L ilding RlaririinEl 81 Zoriing Tree Ac miriistrator FIL L IiC Works RL t HC U1 ilil 1E s RL k HC Safety Fline Slerivicles Reumii FIoeI Clue; Rev lowed By 13ate Lpdaied 10/17/18 Slm:xikon Series 05-05 2 -Penal vn,yl Potiv u.— MAAIMUM Uvt Ar, Nu�krNAL bILG: See Size Chart DESIGN PRESSURE RATING: Sea Sice Chart USABLE CONFIGURATIONS: x0, Ox GENERAL DESCRIPTION: The head, .111, 0.,d ,ldw j-155 are axtraftU Pvc. The wall mickness through which the anchor screw pu ztrwxes is a minimum of x.070". 6 SIZE CHART OVER SIZE UC. " SPACING OF RATING 71" 96" 17` 95" 80` 23 PS 71^ Ari" 7.3 x15 ,2 2X -C7 m / / 3 w x W 1 Csclmare AYL]wa WOOD SCREW. PQIEelnwer. W Y Liar] SCREW THROUGH KEEPER Angles KEET TO eau MA) flT , of1 J40 % 2 1/2' MOI. WOW O.C. So SCREW WITH 1.50" MIN. X �EE SIZE Ir �Ni Rev w— Q I 80" 1 23' 1 i� rSF l >E i UNIT WIDTH I �'W" M.A. OVERALL FRrarE WIDTH SIZE CHART OVER SIZE UC. " SPACING OF RATING 71" 96" 17` 95" 80` 23 PS 71^ Ari" 7.3 CIRCA ANCHORS REOUIRED ONLY FOR 95x80 AND 71x90-DP35. i50 w 2 1/2' IDN. WOOD SCREW WITH 1.50" MIN. EMBEDMENT RTO w w ; Min. EDGE DTST., SEF NOTES �C�u�c CnvTA SEE NOTES it & 12 1/4" MAX. SHIM NO P.E. SLAC REQUfRtD INSTR[[ATION SUPPORTED BY AAMA iE51 REPURI5 — euCK SILr_ONE CAULK SEE mics , R ,2 HERD cA SUCK-,-, UCK SILICONE CROCK SEE NOTES 11 & 12 /:' �.,x. SHIM r10 X 2 1/2- MIN. WOW SCREW PATH t.Wu MIR. E.-m-EMi 1ne0 WOOD MIN. EDGE DIST.. SEE NOTES CING 'MART Sg1CONE CAODt SEE NOTES 11 & 12 T FIXED PANEL jAM2 SIOCONE SEE N07ES 11 +Q sin:. REVISED EM. UPOAlEO NOTES, GENERAL OESCPoPAON, AND T.D.D. 04/015/ nn., n. a WAIW ADDED wZ1S PFR NEW TESTING. T.D.D. ADDED GLAZING DETA99. T.D.D. o6/zo/ ruueu tLmI1C NOTE AND UPDATED SIZE T.D.D. 03/11/ „ W. EDGE DIST. NOTE M.L&. ae/17/ UPDATED SIZE C14m, It � sr Gal 1 11/23/ s' IMA. Ona, R—IRED CONE CAULK NOTES 11 & T 2 _. JUCK rl:) SILL SILK -ONE CAULK TE. 11 & x15 ,2 2X -C7 MAX. SHIM def .• ' ' 1 Csclmare AYL]wa /15 % 2 3/2- WOOD PQIEelnwer. W Y Liar] SCREW THROUGH KEEPER Angles ALE: IN Tv nanxr flT , of1 J40 % 2 1/2' MOI. WOW 0' .1U in. 05-05 2 -Proms SCREW WITH 1.50" MIN. �Ni Rev w— I 71- I 80" 1 23' 1 i� rSF l CIRCA ANCHORS REOUIRED ONLY FOR 95x80 AND 71x90-DP35. i50 w 2 1/2' IDN. WOOD SCREW WITH 1.50" MIN. EMBEDMENT RTO w w ; Min. EDGE DTST., SEF NOTES �C�u�c CnvTA SEE NOTES it & 12 1/4" MAX. SHIM NO P.E. SLAC REQUfRtD INSTR[[ATION SUPPORTED BY AAMA iE51 REPURI5 — euCK SILr_ONE CAULK SEE mics , R ,2 HERD cA SUCK-,-, UCK SILICONE CROCK SEE NOTES 11 & 12 /:' �.,x. SHIM r10 X 2 1/2- MIN. WOW SCREW PATH t.Wu MIR. E.-m-EMi 1ne0 WOOD MIN. EDGE DIST.. SEE NOTES CING 'MART Sg1CONE CAODt SEE NOTES 11 & 12 T FIXED PANEL jAM2 SIOCONE SEE N07ES 11 +Q sin:. REVISED EM. UPOAlEO NOTES, GENERAL OESCPoPAON, AND T.D.D. 04/015/ nn., n. a WAIW ADDED wZ1S PFR NEW TESTING. T.D.D. ADDED GLAZING DETA99. T.D.D. o6/zo/ ruueu tLmI1C NOTE AND UPDATED SIZE T.D.D. 03/11/ „ W. EDGE DIST. NOTE M.L&. ae/17/ UPDATED SIZE C14m, It � sr Gal 1 11/23/ s' IMA. Ona, R—IRED CONE CAULK NOTES 11 & T 2 _. JUCK rl:) SILL SILK -ONE CAULK TE. 11 & x15 ,2 2X -C7 MAX. SHIM def .• ' ' 1 Csclmare AYL]wa /15 % 2 3/2- WOOD PQIEelnwer. W Y Liar] SCREW THROUGH KEEPER Angles ALE: IN Tv nanxr flT , of1 J40 % 2 1/2' MOI. WOW 0' .1U in. 05-05 2 -Proms SCREW WITH 1.50" MIN. �Ni Rev w— _ WIN. EDGE DIST., SEE NOTES \_ SILICONE CAULK aEE NaTcs & 12 W NO T .8• 1. This alsralaoon IRS Sean evakrated for use In locadans add to is i exec s Flalda BMW C12IN and where pressure mqulri ments as determined Of' ASCE 7 Minimum "^ , ^^A^ hw BtAlrAnga end Otho d,no,not exceed the des[e,-, pressure rW&W herein, for use outside axe m. Y.ri- 2. All exterior perimeter surfaces of the door muse - caulksd. 1m9rtur caulking Is op9 pl U Issa, tad o01 se. 3. Anchor, shah be specified and spaced s drown. Anchor UMDUCImetl d base MMeRel she" be beyond ,call di easing or stuom and into wood. s. T ne ie q)ondb ly for selection of Sinton products to -l: any appk&M F=I mess, 5M rg IMIM, ordinaricas, W ocher safety reel dremants rests soleEy wlh the archlteQ building owner. or DIMS=. 5. Shims are op�lonal. Maximum aNrn stack Is v4". 6. Wood bucks (by others) must be engoaerea end anclolEO properly u, transfer loads to the sinucbde. 7. rrne,r used In areas requiring Impact protection, I1ris aMud NECIUimES the aha of approved hrryw, resistant shullare - other exte. „a1 pummm. 8. Pieshvg shoum ea applied using the ASTM E 2112 method a for the open -mg into which ine door @ same 11111111111M.9. IrMsleft., ndhons should be at feast xis nom 5—m edge of lre wood. 19. Glazing shall comply wlh ASTM E 1300 and softly gksang requIRMMM par Fladda Bullding Code section 2400. i 1. Use M» pure silicon caulk. Make sure aerfama me . �ripataly fres nwn all old cau16, mmagao woad, wood Mors, g,aasa, oil dirt, haat r Nld w -.miler contaminants. Vo Orn opening surfaces completely, n hilly primed surface Is recommended, but riot regWred. ureeni g w all surtacEs ammo - MM ma senna day of which the silicons caulk h to applied. Fes, nm-- detaas see -New Installation Instructions- Simonton.,.,,,,,. i c. Caulk applicAu : moommended d and surface temperstures mare rime of applkZdon are w be heiween 40 and 90 degrees F. kl� al contact surlacss are 099" arm wY Incimrng the new wir dowla). Usa a backer rod or. all OM >39" 5W WWm WI99I man use. Finished caulk joint should be a minimum of 3!15" d; --p old make hal confect lh bolh the new wmaow 5i- swaural operring suKacas Silicone CeWk should be forced Into toast or oomMUMM m assure full v maks on both surfaces and to expo any air puakeis. nr. _.-.sn..�"....�r-`_r w..,....,, ane - ro,. .tel pr ,y and other rights to Its eulhject ma amumwrt ..ais pni— w ,is -1olenr on the e,w,esssd xelW- teat it It not to 55 aM1 , rW n male a part, nor used I1 a JlnctTon with the IdaIWe or War of 9— mr anyone other thou Slmmtm Menders M—f u caneeni, mR rnw,cr cow say Omit ass reelpleaCe rich. ,o u:#Ise lefamatkm eantalned si this VVEMert sniltil is prvpwy aoralllm am awthw source. 1,ASIMON IUN' Wnm akaerWMe ]aeCniea def .• ' ' 1 Csclmare AYL]wa PQIEelnwer. W Y Liar] Decimals Angles ALE: .X .03 flT , of1 AA 4 Or .cow% t .005 0' .1U in. 05-05 2 -Proms ARUDEL Dt51GIRAi 10n: P=IF11UeeyvEMTL NOM€NAL SIZE: DESIGN PRESSURE MAI ING; 1 IQ -01 C / riu= Ml ID ATIl1ATC• LitNtRAL UESURtP t ION: Simonton Double Hang Sellas 43-40143:45 vinyl wino w See Size CFart .Sm Size Lenart Y The head, SIO, 4r10 cW jams v axtruala Purr. i ne —11 Ihiamss trMugh wniCn the anchor screw penetrates IS a nrinisinnil of 0.07u . NU P.E. SEAL REQUIRED INa I ALLATION SUPPORTED nT rxmA TEST REPORTS aT4LlAYt -- -- - CAULK sIE!ON. ORG10! 1 F900 SILICONECAULK SILICONE CAULK 2X SUCK T SILL 2 — nEal3OIM Ir SIZE CHART UVt:F=L FIZE OP RATING WIDTH FiEiuHl 9N' "H" W D9' I25 rar 36' rz' xjU PSF 2W D3 x35 Pz5r u NU P.E. SEAL REQUIRED INa I ALLATION SUPPORTED nT rxmA TEST REPORTS aT4LlAYt -- -- - CAULK sIE!ON. ORG10! 1 F900 SILICONECAULK SILICONE CAULK 2X SUCK T SILL 2 — nEal3OIM Ir REVISED BY; D.TE; _ ADDED RMI, m7l Oe i . 5-3. 0507115 a ADDED NOTE512 de 1a-ggnn I-0 - AOOmON TO SIZE CMRT. IlRf auln T s CORRECTED SIZE CHART DNAENSICK LMH 07/11118 S ADDED np25 TOIm 2X BUCK M8 X 2 1Z MIN. WOOD sclacn WITM 1.50' MIN. EwaITO. vl iRTO WOOD MIN. tone OwT.. sEE NOTES SILICONE CAULK -R SHIM NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED rOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODES AND WHERE PRESSURE REQUIREMENIS AS DEarRMINEO BY ASCE / MINIMUM DESIGN CORDS FOR BUILDINGS AND OTHCR STRUCTURES DO NOT EXCEED IHE DESIGN PRESSURE 'RATINGS HEREIN, FOR USE OUTSIDE THE FI.v.H.Z. 2. ALL INTERIOR ARD EXTERIOR PERIMETER SURFACES OF THE wIRDOW MUST BE CAULKED. 3. ANCHORS SHALL BE AS SPECIFIED AND SPACED AS SHOWN. ANCHOR EnBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRCSSING OR STUCCO AND INTO w00D. 4. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL CAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDINV OWNER, OR CONTRACTOR. 5. SHIMS ARE uP T ZONAL. MAX. SHIM STACK IS 171•.'. 6. WOOD BUCKS (BY UMERS) MUST BE ENGINEERED AND ANCHORED PROPERLY TU TRANSFER LOADS TO THE STRU(;TUNE. 1. SCREWS SHOULD BE A MINIMUM OF 3/4' rRun IHE EDGE OF THE WOOD. S. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT sHUTTERs OR OTHER EXTERNAL PROTECTION. 9. FLASHING SNUULD BE APPLIED USING THE ASTM E ZhZ METHOD APPROPRIATE FOR THE OPENING INTO WHICH THE WINDOW IS BEING INS IALLIED. 10. IRSIALLATION SCREWS MUST BE AT LEAST 3/4' FROM IHE EDGE OF THE WOvD.. II. GLAZING SHALL COMPLY wl IH ASTM E 1300. 12. DESIGNAIIun 'X' IS FOR OPERABLE PANEL AND `O" IS FOR FIXED PANEL Ia. DSE lut)7b PURE SILICONE CAULK COMPLIANT wI IH AAMA 80Q SECTION I - SEALANT SPECIOCAT IvNS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. FOR MORE DEIAILS VISIr SIMORTOW.COM. 1L. USE A BACKER ROD ON ALL JOINTS >314" DEEP AND/OR WIuER THAN 17L'. FINISHED CAULK JOIN T SHOULD BE A NIIgiMUM OF 373' DEEP. Mie dwa+nwnt p iTe PmPArb of 5ilooba WF1duA+, rA'kit,Wia M PIaV1"ic'S and omxdgiM to Reeood maser. Trm aaLVeOiiepa+�nmvTe®In as Mw—W NWIb. 9.9 Rk INT b W dhd..d Np h-dGrm= Parc, nor ua■n n omJwTclm exn BA amw Iflopum ! n pw or Goode Ta ., aaw M,rr■Iwars w+■nn v COnSIn,. �,� IR 4[Til ala wgpla"re dglm G wakei mea mnsm P� rs SBiRRM rrua, W W. qW k dtmn IRIM!1 seam 2X SIMONTON' e 00w O w 6 DRAW UrIB180aia 1.SP W d I,. I Coct84A nrsaoe rcansrom- w r CHER D.fine Angles Xs.09 SCALEnPP[o Rr 1w .M l.v' rr —In. .XXX i .005 SERIES: 43W I AJ•1500UBLE HDIiG 2X MODEL DESIGNATION: StmalROn nortzonwl Slider Serle s 43-35 143-40 ViRrl Wi..d r MAXIMUM OVERALL NOMINAL SIZE; See zue c.5 - DESIGN PRESSURE RATING: See Slce Chart USABLE CONFIGURATIONS: xx, Ow, Dr n0 GcRERM DESCRIPTION: The head, sill, and side jamas are exrruded PVC. The walk thicknoa 69;'- 9"72" ehrough which the anthor— — penetrates 1, a minimum or NO P.t. SEAL REQUIREu INSTALLATIOR SUPPORTED BY AAMA TEST REPORTS SIZE CFiARi uvERRLL SIZE DP RATING WIDTR HEIGHT ..W. -H- 78" 63" f25 PSF 69;'- 9"72" 72" 36" X35 PSr 7z" 54" ±30 PSF 72" 36" *4u r5F NO P.t. SEAL REQUIREu INSTALLATIOR SUPPORTED BY AAMA TEST REPORTS 10 UPDATED NOTES AND trrmar>. .v.0. aar<Oi r4 ADDED NTN. EDGE M&L FUMS GlM vy rasa z ADDED NOTES a 3 a e4-AAMA 600 LMH W/es�to it ADOFD ❑p4n M COF fHAar. i w ntma,:a 2x wool) BUCK PECORA 896 tBY OTHERS) PECORA 8% SILICONE CAULK 176" in— �Rrrl PECORA 896 tBY OTHa RSI 1 HEAD 1 is' mm.") i-ECORA 896 -1=9011fR CAUIX 2A w000 —r -K ie. O.—RS],/e" R=. SHIM t$r U.M.RS) as w c a/2" MIN. WOOD SIKEw —lil a.50" MIN. EMEuMEl71 Jil i o HOMO MIN. EDGE DIST. SEt rvO-S PECORA 896 5ru%QRc CAULK i JAMB 3 10 UPDATED NOTES AND trrmar>. .v.0. aar<Oi r4 ADDED NTN. EDGE M&L FUMS GlM vy rasa z ADDED NOTES a 3 a e4-AAMA 600 LMH W/es�to it ADOFD ❑p4n M COF fHAar. i w ntma,:a 1 51LL Iqu i Eo: 1. This Instaiiotion nam Been e.alcated for use In locations adhering It; the current Floflda building Code and where prey—re rvHa€rtements as determined by ASCE 7 Minimum Design Eoaa. ror Buildings and Other Structures ao not a �crza c1le aesign pressure ratings herein, for use outside the R.V.R.L. �. Ail interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be specified and spai-e'd as snown Anchor embedment to Base material shall be beyond wall dressing of stact.o and into woad. 4. 1 ne msponsib€licy for selection of Simonton proaucts to meet any applicable local laws, building v.3r-, oraainances, or other safeLy requirements rests solely with tfie amn€telt 56i5ing owner, or contractor. 5. snlms are optional. Maximum shim stack is 1/9% 6. Wood bucks (by others) ma.t Be engineered and anchored properly to transrer loads to the structure. Wood bucks sfiiail Be bprara-P€ne-Fr. woos minimum specific gravity = 0.42 psi. 7. Wood screws must Be at least Grade s For units with a design prai;5.m c SO Psr, and at least Grade 8 for units with a U99n pre—we rating > 51 Psr. 8. When used in aheas reyainng impaiR procedion, this product REgUlKtti the use of approved impact resistant shutter s or other external protection 9. riasning should be applied using the ASTM E z11z metno'a appropriate for the opening into the window is being installed. 10. Installation scrwb mast De at least 374" from the edge OF the wood. 11. 1 nis product complies with ASTM E 1300. L2. Designation "X" and "O" stand tar the rollowing: X. Operable Panel - u: rived Panel i3. ux A0tift pure silicone caulk compliant with AAMA BUO Sactlon 1 - Sealant Specifications for a.e with ArcRiteUtiral Fenestration Produc6. For more details sisit Simo,-Ean.70m. 14. u,e a lamer rob on all joints >3/4" deep and/ur w€aer tnan 174". Finished caulk joint should Be a minimr,m OT 378" deep. This docuhneR IS the property of 51r itiin wino— W i- MMM M proprietary endo a Rgha w as wblea umber. This dooxnerd 4 prerlded to the redplent on trfa Rile e" Z fR=n w R a Tal ." oe dlsdosed, rE—ced m Nnola w MM nnr used In wnj,u -don Mth the design, rnarl@aawe or repair a; gMas gar any Oder Man Simonia+ Wawnws wIMM hn mom. i ms r6Rl�arf aces vel a vdpknt's rights to utiRm InWrnotbn co"t*wd M the d""r m whkh ra progeny BMW — arm., our. OLMUMMI111'.11I fres Onless Oalerwlse SpffiIfted ue 1. Ang— A .:a E,01 0. 313 ee .Aen t A0= 0S1M0N'1'0N* p a w s I Cochrane n...._.. P.mboto, WV zF;I3 € 43-35146 1 riuracaerAr SEEDER I z78- IRR., nRilil t67 OI R.RS) r-L'CORA 896 SiCIEME MM PECORA 896 SiE7CCNE CAULK ch n00D BUCK is' mm.") 1 51LL Iqu i Eo: 1. This Instaiiotion nam Been e.alcated for use In locations adhering It; the current Floflda building Code and where prey—re rvHa€rtements as determined by ASCE 7 Minimum Design Eoaa. ror Buildings and Other Structures ao not a �crza c1le aesign pressure ratings herein, for use outside the R.V.R.L. �. Ail interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be specified and spai-e'd as snown Anchor embedment to Base material shall be beyond wall dressing of stact.o and into woad. 4. 1 ne msponsib€licy for selection of Simonton proaucts to meet any applicable local laws, building v.3r-, oraainances, or other safeLy requirements rests solely with tfie amn€telt 56i5ing owner, or contractor. 5. snlms are optional. Maximum shim stack is 1/9% 6. Wood bucks (by others) ma.t Be engineered and anchored properly to transrer loads to the structure. Wood bucks sfiiail Be bprara-P€ne-Fr. woos minimum specific gravity = 0.42 psi. 7. Wood screws must Be at least Grade s For units with a design prai;5.m c SO Psr, and at least Grade 8 for units with a U99n pre—we rating > 51 Psr. 8. When used in aheas reyainng impaiR procedion, this product REgUlKtti the use of approved impact resistant shutter s or other external protection 9. riasning should be applied using the ASTM E z11z metno'a appropriate for the opening into the window is being installed. 10. Installation scrwb mast De at least 374" from the edge OF the wood. 11. 1 nis product complies with ASTM E 1300. L2. Designation "X" and "O" stand tar the rollowing: X. Operable Panel - u: rived Panel i3. ux A0tift pure silicone caulk compliant with AAMA BUO Sactlon 1 - Sealant Specifications for a.e with ArcRiteUtiral Fenestration Produc6. For more details sisit Simo,-Ean.70m. 14. u,e a lamer rob on all joints >3/4" deep and/ur w€aer tnan 174". Finished caulk joint should Be a minimr,m OT 378" deep. This docuhneR IS the property of 51r itiin wino— W i- MMM M proprietary endo a Rgha w as wblea umber. This dooxnerd 4 prerlded to the redplent on trfa Rile e" Z fR=n w R a Tal ." oe dlsdosed, rE—ced m Nnola w MM nnr used In wnj,u -don Mth the design, rnarl@aawe or repair a; gMas gar any Oder Man Simonia+ Wawnws wIMM hn mom. i ms r6Rl�arf aces vel a vdpknt's rights to utiRm InWrnotbn co"t*wd M the d""r m whkh ra progeny BMW — arm., our. OLMUMMI111'.11I fres Onless Oalerwlse SpffiIfted ue 1. Ang— A .:a E,01 0. 313 ee .Aen t A0= 0S1M0N'1'0N* p a w s I Cochrane n...._.. P.mboto, WV zF;I3 € 43-35146 1 riuracaerAr SEEDER I T'IUDEE vEaIGNATION: MAXIMUMyvtRALL NOMINAL SIZE DESItiN PREsSUMt RAuNG: v.7ISv a. :.vNrfbV KHIiV IY�: IdtNERAL DE�,c.euPRON: Simonton nofizontai Slider Series 43-35) 43-40 vi,iyl WIMBow See Sice chart seg sl« C-Rart Tn, flava, sill, and ,ice jambs are extruded PVC. The waif tfilERne» tnroayh which me anchor screw penetrates is a minil„Dm or U.070". TABLE 1: INSTALLATION FASTENERS TABLE o05STRA.c e, OTHERS SILICONE CAULK SEE NOTES 15 & 16 SUBSTRA,E .,rE SIZE CHART OVERALL SIZE D STMICf WIDTH HEIGHT DP RATINt, Wa " 3716- ELCD ULTRACON 78" 63" ASTM C90 SURFACE AREA: 43-35 / 43-Q HDRIZO ±Z5 PSF 09, 55, FULL THREAD 72" 36= =35 PSF /2" 54" ±30 PSF 7Z" PSI= TABLE 1: INSTALLATION FASTENERS TABLE o05STRA.c e, OTHERS SILICONE CAULK SEE NOTES 15 & 16 SUBSTRA,E .,rE ANCHOR TYPE MIN. EMBED D STMICf CONCRETE 2.85 KS! MIN.} F 3/16" ELCO ULTRACON 1` 1" HOLLO OR GRO - D MU 3716- ELCD ULTRACON 1-1/4" 2 1/2� ASTM C90 SURFACE AREA: 43-35 / 43-Q HDRIZO FINISH TREA C 16 GAUGE 0.060 MIN. STEEL STUD 33KSI YIELD IN. 10-18 I TEKS SELF -DRILLING SCREW FULL THREAD 1/2" 1 8 ALUM. 6063-T8 MIN. OR 10 GRADE SELF -TAPPING FULL THREAD 1/2 D 1 8" STEEL. 36 KS! MIN. DRILLING SCREW _ RerlaORs: REVISED BY: D.. E: �'1X'„S Pit 14"/ y 4 UhT9 t r.v.6. -.WA GgR�...•.., •� u DATED TE NRODED T.D.D. 111se{LI [UCas 1 Drnel y1 r 1. *C 4/30/2020 s NOTES t6 *' .y - LUCAS a i'2020 �.E. a UPDATED PER NEW 1t511rW. T.D. a. D3JZ0/34 No, 2020.04.30 =� * = FL PE if 58201 m, -e PIN. EWE 01st. M11a. e.,.a os/!9115 TURNER EIRwIREERIM a Ii:15.51 �6 f`$� r.._n.,-._ a nwe�.,"�Ise+a.�sTEDSIZE�ART rH Dva4na -05'00 %.�dy :�a�� : � ` (con zy„a} 24ca 6m mK,rFiEZ TRC TRL �4eJ ...... '�� CRRIDEN, TN 38320 /�)lin1111R PH. 941-380-1574 Mtn. rnBEu., �It inaR' + SUBSTRAICa BY o 1 ER5 SILICONE CAULK LTIJIALIf1,�Uy� e ' \\,j rruirnEiu S/4'rwn �R.n Sd Ino SILICONE Cti[n SESU, as n ae V M,N. EDGE DIST., BY OIHtf6) 1/4” MAX. SHIM SEE TABLE i (BY CMERS) a1�QRt COCK S+QCONE CAULK SILICONE CAULK SEE Igo, e5 u 6 16 SEE ,707['5 15 & 16 HERD SEE NOTES 15 & 36 )AMB SUBSTRTi i t 3 B, vi RERo 1 SILL NOTES: 1. I nis Installation has been ftalDaLed fu>= assc 17-, IoceNona aBRionrlg to the Florida BDlidiny Code oatra� the HVHZ, and where prrasore rayairEma„ts as cetermined by ASCE 7 M6.1mum Design Load. ror Buildings and ether Structures do nDt _crM Me design pressure ratlnyn herei .. Z. All;.,teflor and exterior perimeter surTaceb of the Wlnao.. mint Be caulk. 3. Anchor Type, size. spaChty" Ern1edme..t, dna c709Z distance .roll be as 4�Ned In tfise drawings. Use appropriate anciloraye rrorn I aoi� 1 according to substrate Type, A mlui,i,am Winter -to -renter spacing or 3" shall be maintained BetwRn all Eico Uitracons in any diFRUoh.. 4. A..cnor enl6ecrnent to suustraLe shall be 5eyona ,rah aresslDy or stucco. For masonry ope d ys witfi w3W both. less tRan 1-1/2" WIN, em6ESment Snail De beyond wood bucks, it used_ dna Into maw ry acostrate. Wood bucks with ma—riry a1 < optional. S. Wood or maounry opeMings, Dacus, anii Buck fasteners, by others, SRab be properly designed and installed to transrer wind loans to the structure. 6. I ne , esponslDliity for selection of Simorrtn,, products to meet any applicable local la-, 6ohalny rode., orafiances, or other safety . 4131rements .its solely WWI me archiLect, buildlny oa—,.er, or co„tractor. 7. SFiims are ryalPea ..Rare gaps of greaierthan 1/16" exist Between opening and frame. Max. Shim sta<R Is 1/4". 5h;ms shall be load -Sarin and mpa6reor transrerring loads to the b-u6strate, B. when Ostia iri areas re4air3ng imp3I7 protection, this product REQUIRES me use of approves Impact resista ,t shutters or atfler extemaf protection. 9. Seadny dna nesRing By ouiers should 6e applied aoiny tine ASTM E Z11Z methodology appropriate for the opening into which the pfi duct is being installed. vverall water penetration. "_ stance of the installiza p. oauct is not au'aressed l,. tFis drawing and Is me responsioillcy of others. 10. ulaciny shall comply with ASTM E 1300-04, 11. All farteners penetraung into pressure trc—ated wooer shall Ree repaore of prevendayy m roaion doe to reaction with pressure treaune..t crienfi cal,. Arty aisiandar materials that come into co,.tact snall R protected to prevent reactlona in a=aManre wiLR code requirements. 12. A w6,d load Euraticn Tactor L.d = 1.5 was used for Lhe analy.rs or w -B screws only. 13. Prollucts snail oe constructed as.pecihEa in test reports ATI-D3Z5v.u1-501-47, ATI-B6479.U1-1D9-47, ATI-D3Z60.01-501-47. 00841.01-109-47-RO and A u-CS629.01-109-47. 14. Deslynaucn "X" and "u" stance for the follow6ry: X: Ope.a61e Pane - u: Fixed Panel. 15. use Sierra pure silicone caulk compiia it witF AAMA 500 Section 1 - sealant Sprcifimtlo .. ror use WitR ArMitectural Feri—tration ProduZS. For more de®Ls visit 51 orift..com. 16. use a Darier rod on all joints X3/4" deep and/or wiser tFan 174-. Finished raoiR joi,-,t 9-muld UE a mini...am of 318" deep. en— VISCEUSURE STATEMENT This do .t 6 — prop" ty u �IRWW niREvxs, vd.fd. RRahs all PropdMr, and other rights to A's Q MAW. gra 51MR11Rt IsAea­ Provided to di! Kaplan¢ on ma ar�e� madlRon Ura, It 1s not to reALtOV nimans.,mW Tolerenms Unless umes..'ex >neanea �SIMONTON a ICochrane Avenue Pew,sbao. AN 76413 WS FINSH: a 7@iPER; dWh,ed, repraduoed In w +RE a Part, ,ror v m in cml•�r....., —VauR design, m 11MC are or rear of goads for amore other awn vmon,a+ windows a,tnouc m mnaate. I1M ft3elFmR saes cep: tlmit dK —lpknt's r,ghb to utlhze InrOnnad.ii r®,ilis m ala UMMRie R wnw� 1, pap" u shad from ..&- source. Tk[Imala /ogles, ,x x .03 nn z 0+ v 3 .OdS NEET: rI i I d l SURFACE AREA: 43-35 / 43-Q HDRIZO FINISH TREA TITLE: 1w -EK iNan (*REQUIRED) *project Address: 5r� /-tcyctHTrc, 271% &Me_ E L .3ZZ-33 Permit#: %i�SZ�? �.��Z. *Owner/Project Dame: As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-/2, please provide the information and product approval number(s) toi the building components listed below as applicable to the building consti uction project for the peg mit number listed above. You sHould contact your product supplier it you do not know the product approval number for any of the applicable listed products. Intormation regarding staiewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory manufacturer product Description [imitation of use State # Luca[ # A. EXTEKIUK DOORS 1. SwingingC�, t Z 2. Sliding // r- Z 3. Sectional 4. Garage Boli -Up 5. Automatic 6.Oi:her 6. WINDOWS 1. Single hung Z. Hurizuntal slides o"ro LV5 ST 7 `r 15f 71. 5 3. casement 4. uouble hung �.n0,0 516,7• i� 5. Fixed 6. Awning /. Pass-through S. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page i of 4 updoEed 10117118 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available io The Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with thib, Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I fuFther certify that use of different components other iFian the ones listed in this document must be approved by the Building ufficial. *contractor Name (Print Name): 9, 7,IC Wei *contractor Signature: *Company Name: +, _)TU `3a *Flailing Address: 2S5 kn34 C r e /i/ � 'N 1 *State: lvL 'Zip code *Telephone Dumber: ���7_ 5��^ l 17� *E-mail Address:��� cell Phone Dumber: Fax Number: Page 4 of a UjAured 10/17/18