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HomeMy WebLinkAboutProduct Info. BP #12563 MIAMI•DADE MIAMI-DADE COUNTY COUNTY 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) www.miamidade.eov/economy PGT Industries Inc. 1070 Technology Drive, North Venice,FL 34275 OFFICE SCOPE: COPY 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:DESCRIPTION: Series"SGD-2500"Aluminum Sliding Glass Doors w/wo Reinforcements--Non-Impact APPROVAL DOCUMENT: Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by 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:Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Use of Table 1,requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max'''A"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. • NOA No. 15-0609.10 MIAMI•DADE COUNTY Expiration Date: May 22,2018 APPROVED Approval Date: August 13,2015 41 `,(\1--, Page.1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below). 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E. B. TESTS (submitted under files# 12-0726.03/#11-1018.11/#08-0213.03) 1. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5095,dated 12-13- 06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports,Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94 (formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214(5'h Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS . 1. Statement letter of conformance to FBC 2014(5`edition) and letter of no financial interest,prepared by PGT,dated 05/29/15, signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises NOA#12-0726.03,expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05 3. Test proposals No(s) 07-2245 and#04-0404 approved by BCCO. . (N H� Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0609.10 Expiration Date: May 22,2018 Approval Date: August 13,2015 E-1 GENERAL NOTES: NON-IMPACT SLIDING GLASS DOOR 1.GLAZING OPTIONS: B.3/18'TEMPERED GLASS. TEST REPORTS FTL3116.FTL3117.FTL-4277 AND FTL-5095. C.114'TEMPERED GLASS. TEST REPORT FTL3102. D.618'INSULATED GLASS(1.0.);(2)LITES OF 3/18'TEMPERED GLASS WITH A 1/4'AIR SPACE.TEST REPORTS FTL-4273,FTL-4275,FTL-4280,FTL-4285 AND FTL-4341. 2.CONFIGURATIONS:SEE SHEET 3. ' 3.DESIGN PRESSURES:SEE TABLES 14 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM 5 1300. C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS. SHEET SEE SHEETS 13 AND 14. GENERAL NOTES 1 5.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. GLAZING DETAILS 1 8.INSTALLATION SCREWS.FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. DESIGN PRESSURES 2 7.REFERENCES:TEST REPORTS FTL-3102,FTL-3118,FTL3117,FTL3596,FTL-4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285.FTL-4341 AND 5096. CONFIGURATIONS 3 >ELCO ULTRACON AND CRETEFLEX NOA'S ELEVATIONS 4 >ANSI/AF&PA NDS FOR WOOD CONSTRUCTION A • VERT.SECTIONS 5 >ALUMINUM DESIGN MANUAL . HORIZ.SECTIONS 8-8 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH "X"&"O"CLIP INSTALL... 9 VELOCITY HURRICANE ZONE(HVHZ). PARTS LIST 10 9.GLAZING VINYL SPECIFICATIONS(ITEMS 38.37.&131): EXTRUSIONS 11-13 a.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS.INC. ANCHORAGE 14-18 b.HARDNESS:70 SHORE A c.SPECIFIC GRAVITY:1.43 d.TENSILE STRENGTH:1450 PSI e.ULTIMATE ELONGATION:380% 1. MODULUS©100%ELONGATION:590 PSI AODIICI'REVIIIPD 9.TEAR STRENGTH: 210 LBAN lmaidr� Ike PMII& A.�rt.aw o 1U iii LrilI � Iiii � iiitill ® .w.r.oN. 1.5I1j.�,71 SPACER(TYP.) EALCSPACER 40 ® 3/16"TEMPERED GLASS 3/18'TEMPERED GLASS 1/4'TEMPERED GLASS AIR SPACE 1111� 3/18'TEMPERED GLASS 39 130 NOM.5/8'I.G. 3/8'GLASS I 3/8'GLASS i 3/8'GLASS I BITE 1 ! BITE �' .1i''' ' I1}} I� ® `� BITE �1 ® 1�� 1 ``,�1lttllllll,, ® ( I�� ''1 ``\VON4 LYNN"',/,../ �1 '�I ,,..-,....• `tCENSF '•.EQ i ":- 3/1 6" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS 5/8" I.G. GLASS - *:. No.58705 GLASS TYPE B GLASS TYPE C v.�.. GLASS TYPE D Notedly OWN Moak= -��,: E :.<v�' EX 10.10/07 L NOCNANOE TH18 81EEr TECHNOLOGY F NOTES,GLAZING DETAILS&MAP " '� FLORIOP.•'• S Aw!!F 0dc I1nac. 1070 DRIVE ur '��;s'S CONAL EAG• .Lt fa9SWWI M FOC 2010 CODE CNAP &LADM VINYL 6 SPACER DEBCRPROM NORMA FL 11276 �6x A.,ad., fhEDITIONFOC(P0U)CODEUPDATE.REMOVEMOOEDITION. ALUM SLIDING GLASS DOOR,NON-IMPACT ,', l I ,,,�o LM 6�f6 N P.0.My(ISM 1 ANCHOR NUMBERS AND ADAVl1DS EOMJONYEARS rwes� r� e.� o�ir A.LYNN LER P.E. �.K ,.. a.LJ. os NORMAN.34274 tYUNbyBt<arr 8002600 NTS 1 • 16 757 N PE.I68706 FK OA�D(W/ 1J. OM72e6 COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDED SILL,2112"HIGH >EXTENDED SILL,2 1/2"HIGH INTERIOR INTERIOR0 >SINGLE/SINGLE INTERLOCK >SINGLEIDOUBLE INTERLOCK(OUTSIDE) >NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) j >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) MI GLASS TYPES: (� GLASS TYPES: B.FTL-3117&FTL-4277;3/16'OR 5/4"TEMPERED E- C.FTL-3102;1/4"TEMPERED -��' D.FTL4280&FTL-4285;5/8"TEMPERED I.G.(3/16"T,1/4'SPACE,3/16'T) D.FTL-4273&FTL-4275;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/18"D '/ EXTERIOR NOM. cn OVER-ALL DOOR HEIGHT EXTERIOR NOM. w OVER-AU.DOOR HEIGHT y PANEL N PANEL g 80'(8°) 84"(7°) 90"(7°) 96'(80) SINGLE LOCK E WIDTH 0 80'(6°) 84•(7°) 90"(7°) 96"(8°) SINGLE/DOUBLE WIDTH c� NGLERLOCK INTERLOCK B +85.0 -98.8 +65.0 -70.0 +64.6 -84.8 +60.0 -80.0 .dO K C +65.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.9 INNTERLTERL REINFORCED D +65.0 -107.1 +65.0 -80.0 +65.0 -73.8 24"(2°) +85.0 -88.8 REINFORCEMENT 24"(2°) D +65.0 -130.0 +85.0 -130.0 +65.0 -120.0 +65.0 -111.4 B +65.0 -82.7 +58.4 -58.4 +53.8 -53.8 +49.8 -49.8 C +65.0 -106.3 +65.0 -100.2 +65.0 -92.2 +65.0 -85.3 30"(2°) D +65.0 -89.6 +85.0 -66.8 +61.4 -61.4 +58.9 -56.9 30"(2°) D +65.0 -115.2 +65.0 -108.5 +65.0 -99.8 +65.0 -92.4 B +65.0 -72.3 +50.9 -50.9 +46.7 -46.7 +43.1 -43.1 ° C +85.0 -92.9 +65.0 -87.3 +65.0 -80.0 +85.0 -73.8 ( 36" 3 36"(3°) +65.0 -78.3 +58.2 -58.2 +53.3 -53.3 +49.2 -49.2 ) D D +65.0 -100.8 +65.0 -94.5 +65.0 -88.7 +65.0 -80.0 B +65.0 -85.1 +45.7 .45.7 +41.7 -41.7 +38.4 -38.4 ° C +65.0 -78.4 +65.0 -78.4 +65.0 -71.8 +65.0 -65.8 42"(3°) 4 "(3) +65.0 -84.9 +65.0 -84.9 +65.0 -77.5 +65.0 -71.3 D +85.0 -70.5 +52.2 -52.2 +47.7 -07.7 +43.9 X3.9 D B +60.0 -60.0 +42.0 -42.0 +38.2 -38.2 +35.0 -35.0C +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 48"(4°) 48"(4°) +65.0 65.0 +85.0 -85.0 +65 0 -65.0 +85.0 -65.0 D +65.0 -65.0 +48.0 -48.0 +43.6 43.6 +40.0 -40.0 D pouuCR.nil w rt.'w 4,lc-060f/0 COMPARATIVE ANALYSIS: TABLE 2. LcL.- .L1-,.,,� >EXTENDED SILL,2 1/2"HIGH to C«r� INTERIOR0 >SINGLE/SINGLE INTERLOCK >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) c1�■ CO GLASS TYPES: f -_�._, SEE NOTES 1&2 B.FTL-3116;3/16"OR 1/4"TEMPERED 1i . POS. D.FTL-4341;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/16"T) SILL DESIGN NOM. 2 OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT P(RPESFS. PANEL WI ) DTH 0 60"(68) 84"(7°) 90"(7°) 96"(8°) SINNTER INGLE 2 1/2" +65.0 13/4' +35.3 24'(2°) 8,D +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +85.0 -85.7 REINFORCED INTERIOR NOT 30"(2°) B,D +65.0 -88.6 +85.0 -83.5 +65.0 -78.8 +85.0 -71.1 NOTES: SILL RATED 36"(3°) 8,D +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 -81.5 \IIIIII II IIff/! 42"(36) B.D +65.0 -85.3 +65.0 -65.3 +59.6 -59.8 +54.9 -54.9 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2"HIGH `SON., LYNN 4/l77'i,� SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4"SILL. ..'•.GENS F ' 48"(4°) B,D +50.0 -50.0 +50.0 -50.0 +50.0 -60.0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED ,i...' F .� ` k' No.59705 • 2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH = ' CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE _ a --+-- SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. ;'3 ••. S019!S 4/ S ATE O ' <U: wrwdb O1 �, 11�• DESIGN PRESSURES,NO REINFORCEMENT % �` • LORIOP.• ,„:,,s F.K 10/1&N7 L ,ADO SILL FIT.VS+pp TABLE 1070 TECHNOLOGY _ -- .,i S �` ll JJ. Boa: IMAM,. ',S/ONA(-E JJ. 1a1a/1i M NO CHANGESHEET NDKaIrs,�31275 '',� , i ,,C,• ,�,� a. ,� Paearla» - ALUM.SLIDING GLASS DOOR,NON-IMPACT LAI. 6128/15 N NO CHANGE THIS§MEET Iy0KO°MB,a 31271 Visibly Better r °i••'�� A.LYNN MILLER,P.E. Cm. artr SOD2500 NTS 2 • 16 757 N P.E.°58705 F.K. 017/138/04017/138/04 .LoJj. 04/0296 CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: _ 1.MAXIMUM DAYUGHT OPENING OF THE ADJACENT 48'NOMINAL A IR.H. NTERLOCK El LOCKSTILE R FIXED LOCKSTILE E I.H. NTERLOCK WIDTH PANEL TYPES Is 44 U8'. - 2.MAX.DLO HEIGHT=91 3/4' B R.H. INTERLOCK C INTERLOCK S LOCKSTILE STANDARD ASTRAGALFIXED 3.DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY I - COMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF R.H. REVERSE REVERSE - FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NOA. EXAMPLE MAXIMUM CONFIGURATIONS: INTERLOCK REVERSE LOCKSTILE A.EIGHT PANELS ON FOUR TRACKS(CENTER MEET) D LOCKSTILE _ 1 C RH. u ASTRAGAL —__II B.FIVE PANELS ON FIVE TRACKS(BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E L.H. INTERLOCK C INTERLOCKV FIXEDILE -1-11-7 FIXED LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. L.H. L.H. DOUBLE STANDARD F INTERLOCK DO INTERLOCK W INTERLOCK 0=EL ASTRAGAL DOUBLE FIXED r DOUBLE C LOCKSTILE 1-1 C INTERLOCK Y LOCKSTILE INTERLOCK H R.H. C INTERLOCK � L.H. Z LOCKSTILE 1 LOCKSTLE RODUCfne1'IS INTERLOCK ;y,,,6"" '�'"b'~ (O paS-S �1 DOUBLE DOUBLE DOUBLE FIXED INTERLOCK INTERLOCK DOUBLE INTERLOCK LOCKSTILE Ileplislas I��� J LOCKSTLE In STANDARD GR BLE INTERLOCK ] CZ LOCKSTILE L - K L.H. INTERLOCK 71 C LOCKSTILE LR REVERSE 1;-----0 GAL INTERLOCK LH STANDARDAWR STANDARD DOUBLE INTERLOCK L INTERLOCK M LOCKSTLE T-1 C INTERLOCKD S INTERLOCKDOUBLE ] C INTERLOCK - N STANDARD ASTRAGAL L.H. S D INTERLOCK J C DOUBLE INTERLOCK \ N�\<�OLYNN M�� ' ti ,a.• vc[Ns F9�� ....._ '•.is * No.58705 P INTERLOCK ] LOCKSTILE FIXED -- C( tX 8212� Eire t"'+�` S 73 • A7- F 5 115 ill. LICabc 7 c No QNNOE 7NIS s1EEr y PANEL TYPES =0,' ...F t..eo. p — ALUM.SLIDING GLASS DOOR,NON-IMPACT_ ...A.,,•••••.,,....„.•.-(--,N".."7- .,,,,, "C`�\?, Al Id1Y11 M IppNN0E7HQSEET 0TECYI .Ft 31276 LAE A'M°� P.O.BOX 1529 L0 Y1Nf6 N NO pIUlGE TNR43NF.Er NWOOWB.FL 34274 Visibly Better ALYINWLLPlI.�.E. 1 0..09F tr0 tarr4r a.� I 8002500 NTS 3 a 1B �� 757 N P.E.966706 F.K.F.K OP91N11 Al Of08M6 44 118"MAX DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS — _ .--41mminimm.--, —--/- H - _ 1 76314" 80' W / I // 52 "H` // // // // DAYLIGHT MAX. Y Up MT- 6 48"NOM.MAX.PANEL WIDTH I -I 48"NOM.MAX.PANEL WIDTH pXXp pXXXO or OXXXp NOTES: 1.SEE SHEET 3 FOR PANEL TYPES. 2.DLO WIDTH=NOMINAL WIDTH-3 7/8' — - 3.DLO HEIGHT=DOOR HEIGHT-4 1/4' DLO // 1 // // HT. // // // // 1 Mori IWDTH DLO PaowxrREVIEW) r e..PgrKb I.rre AporpNeee Ne Ir-0605•/b bare Car ,=___....--, ���� •�� -— - liao rl..Doe t . . it, - 48'NOM.MAX.PANEL WIDTH - -I 48'NOM.MAX.PANEL WIDTH I "I �. 1 0X0 OXXO or XXXX T - T - _ - 913/4' 98' // a // // SSS // // // // DAYL AX. T OPENING T 96' 96' MAX. I MAX. 39' HT. HT. u1n„f TY - ' 1 - 1 1 `\\•\SON(LYNN MQ�diii�. `48'NOM.MAX PANEL WIDTH I -I 4W NOM.MAX.PANEL WIDTH I `: �..•' \GENSF••••F..p Xp or pX OX or XO pXXXO or OXXXp *: ND.58705 .. e t t---C sneer 0•11.. liMaktax asap. 10'20/77 L NOCfHANGE7NLSS1rEET EXAMPLE ELEVATIONS ";'�`�.'•.FLOR�OP.•'-. 2 11wMrK ilk hairs f0707F-OHNOLOOYD E6. J.J. 10113/11 M NO CigMOE THIS SHEET NafcOMf�a3ft73 A '',',;"ONA4�40 Rowse o. No Pa eauc Ism �_ ALUM.SLIDING GLASS DOOR,NON-IMPACT 'i, a..�x r +3 aN.e I Nc4O1 0130174 Visibly Better NTS 4 =•••� a��/i44IUII :PE. 18 757 N P.E.I M703 F.X. 0/17S47f d,L 0417203 CID TEJ lI � r____ I r______I b C ® (5 — TRACK HEAD & SILL SHO 00 ® (5 — TRACK HEAD & SILL SHO ® TT`-- --� .7 ---4` V V U Q I . / U U o ' - --,s EXAMPLE MULTI—PART EXTERIOR FRAME EXAMPLE MULTI—PART INTERIOR FRAME . t * t 0 _11_ 0 r I P- 0 1 ii,: - i=ff /*.ii, .01 1, 't ill .FI.1 ir ig; 0 FT ..;,1 r 1 k. /17) EXT. INT. EXT. INT. EXT. INT. ORK f REVISED 94 1l4' ►Ris o7nf)ITIq`ill IYe PIs. MAXWan Edo MAX. meows N. M /D HEIGHT DLO ropirmhe ow I��I S ALL ALL CONFIG. CONFIG. NOTE:ITEM 74, INTERIOR SILL IS NOT APPROVED WHERE WATER EX INFILTRATION IS IOR EXTERIOR REQUIRED. 1 : • tijil 0 0 H wi I . Q p e 7 y� ti e2112'1, 1 13/4" � , l• „I 1 ,�, = I _,LTi,_. ! 1 ,.),____Ii,-. 0 ``,,s 0,LYNN'M/��i i�� NOTE: : 1GEN4 •.,q MAX.DPW/13/4' P�' SILL=+35.3PSF VERTICAL SECT. ® VERTICAL SECT.® VERTICAL SECT. ;*:. ..•* No.58105 STANDARD SILL EXTENDED SILL INTERIOR SILL :cr= 13 ,....1, Oa* Perim sew= F.K. 102W L NOCHANGE PPS SHEET VERTICAL SECTIONS W707EOPJOI.00YOWNF ,..c?,.. .. sp ,,p;MC ' . . r.LS. H1MY11 Ms �N NO CHANGE TMS SHEET MpOOArS.R 31273 n" �'. �(�•'••... �..J,� We �.._ P.O.soar le2a _— — ALUM.SLIDING GLASS DOOR,NON-IMPACT %-,S/ONAI-E L.M. 1,20/15 N ,r_CJ4W(+1E THIS SHEET NOKOACA R.3274 KO*&u.r ' + ..+.N. ..r A.LYNN WIdea'P.E. F.K. a0. o.I.J. o.� 8002500 1/2 5 16 757 N v.ej5e705 f . OSWRW J.d 0M02De SECT.A-A I 1 SECT.D-D � - SECT.E-E ` �� 4 INTERIOR _ «�� inowy (ALL SECTIONS) 'a alb.. _ _ I--i _ EXTERIOR SECT.B-B J SECT.C-C J SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) 0 0 OR co -11 _ OOR � X0 Lii-c--.mr. '.. X Pi- LW:7mi OOR X �- m�= X �j x OR 0 - 'I t� PROW rREVISED alerrirt wry r Malik SECT. A—A Amrogn.e..NN.Is--O o OR Q SECT. C—C S'•'""'Dikf8 MOVABLE INTERLOCK M,st, Ic z Na.-. AT P-HOOK SECT. B-B LOCKSTILE AT ASTRAGAL w• shar k-c l•.+a.N MOVABLE SINGLE/SINGLE INTERLOCK 0 AND a 0 OR C X OR 0 0 OR 0 O O O 11.+D=1 O O -^^ AIR SPACER, S N.TYP.ALL SECTION USED ONLY WITH _= X FIXED PANEL, • wio 0 ` \o„„„,„,„ `\ti.0Y..LYNN 41/e"O' / SECT. D-D : ocENSF .•:F9 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E—E *•` No.5 1O5 •..•* _ LOCKSTILE AT JAMB _ *meow - =4 1... No cNNQE nrs sNEEr �c�o rECNNnLoorawe HORIZONTAL SECTIONS,TABLE 1- DPS %A`.....!•�t oP.•••G' e..t Mr,i irsS'S10NAL E�.��• r o tus M No CHANGE MS SHEET Npcaws a sar5 �.+K o� �...c Pv��� ALUM.SLIDING GLASS DOOR,NON-IMPACT �;, ,, ui V2645 N NO MUM rNO SHEET Norton a UM Vtslbly Bever 1 " - w.t '•�•�• A.LYNti11PAIR P.E. w..•r. o,r er••.r� 3002800 1/2 6 + 16 757 N P.EJ 58705 SECT.A-A \\j r —SECT.H-H -- -- SECT.E-E _ Q• INTERIOR _ _ nano°m= =_ \ I 0 o �' (ALL SECTIONS) �D=�� ��� ._ I •S5n EXTERIOR 7 SECT.F-FJ / SECT.G-G J SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) 0 QOR • ,-_-_-...2‘ li. rolli •r 0 O OR .1( -_E.--,...... , \D ro.S.\''''7 .7.4 .ter\��\ �X � �. XOR0 � �II� i + XOR ,. ■ I1II rfREVISED .i+es t,.a.. wan C999 1,54,._ 050 SECT. A—A OR Q SECT. G—GDot MOVABLE INTERLOCK >I ty `N`� AT P—HOOK SECT. F—F LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK • 77 AND O OR C0 0 , -E., X OR 0 0 OR 0 Q 0 0 j ---:.. ..... AIR SPACER, � � TYP.AU.SECTIONS USED ONLY WITH FIXED PANEL. s ine 41 0 ® otUlullii _�"� \ 0 j LYNN,y �/, 1� voENSF •.F9 SECT. H—H ` • SECT. E—E ' "• No 58705 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK = = LOCKSTILE AT JAMB =-o`. 5./1Z• ;p.• s sEov....- AM/ :••�u: � �7 j. NO �SN� _ - -r' Hm.ORIZONTAL SECTIONS TABLE2-DPS - cc• FLORto�.••.....4././.:.:.-- F. &,. I.Dow arm.. 10707EOINOLooYORNE �•,,SS ..... 04. Reeds. +a+a++ IRO A TMs N°K A �— ALUM.SLIDING GLASS DOOR,NON-IMPACT ,'''I I r I I i t t" %..... or. warm. L.M &SIM N d{0NOE THIS SNOT NQ.O.LIQR.JIY71 VlrJbly Better �1V1°'t r` r.e o.+�r �s A.LYNN MILLER.P.E. o...K. �.,1OOd. I 1/2 7 + 16 757 N P.E.P soma F.K. 0408A)� J.L OW2Q7 ' SECT.J-J SECT.E-E SECT.A-A I _ -- ' -. I _ I 1\ 4NTERIOR — — seC% IQ�f�=- I+ l (ALL SECTIONS )— A _ — � I — C - I= — --X — • - EXTERIOR � I --N.74 SECT.I-I SECT.G-G J SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 0 1 0 OR L� J m O OR 0 OOR -Z rt—l-t=te• -will, Itn 7 \Ej 0 OR 0X jr„1....5111.` OR 0 =II I I -.. X /amara r�irtlq- - _ /O SECT. A—A MOVABLE INTERLOCK 00R 0 SECT. G—GIspi'+ ` AT P—HOOK SECT. I—I LOCKSTILE AT ASTRAGAL r r •, 1Y MOVABLE SINGLE/DOUBLE INTERLOCK 0 AND 0 0 OR O 0 X OR Q 0 OR 0 0 Mi 0 O O '� - \� •i ----Lr."`. USED ONLY WITH FIXED PANEL, Apke .ImiM, ; X N. ® ```�1iun1r4r ■\ ``�.‘\oOIYNN,NI4r1iii OR 33 c":••...CENSE'•.�p ® O - �t•' No.58705 SECT. J—J SECT. E—E FIXED TO MOVABLE SINGLE SINGLE INTERLOCK LOCKSTILE AT JAMB -i--a GI!S' {'�`' •�_ SINGLE/SINGLE '• S T S : Ili: F.K. 102807 i nocraNar:nesSHEET HORIZONTAL SECTIONS,TABLE FS '••• C�; �Or Oar 1070 TEOHNITY DIM p ir ,.. O AL , "•' fche " NO�ANOE TM SHEET "p` aer _ . — ALUM.SLIDING GLASS DOOR,NON-IMPACT i i o i i i i 11` • �..+eF Orr 'Wow P.O. fa7Y LM. 6/28/16 N CtW OHEKT •+�••� �" •�1e newsy* •" A LYNN IANJ.ER P.E. 0.m7 am NOrco►Neaeus� VIM* soo2Vo 1/2 8 - f8 757 N REM 58705 F.K. 08961W 1A WOMB - - (1)FIXED PANEL CLIP(TOP)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD ( V-6,7?) (2)FIXED PANEL BRACKETS INSTALLED \ ! ' / SMS 4 ON EACH FIXED PANEL TO ATTACH FIXED QPANEL TO FRAME JAMB INSTALL W/1/10x1' ( ) 411 RE-INSTALL#10x 3/4' rallE1 I,/ PANEL SCREWS(2) 0 631/4' \ \ 'ID -• 32 INSTALL W/ ' / INSTALL W!lNOxt"SMS(4) 4 \ S'MS(2) / 0 RE-INSTALL 1/4.20 ��► PANEL SCREW(1) „X„ \ (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION ,7',',.,,...............„.\.:I l' i r � .laO.Il.dr 4 „X" Amon=Ns Ir-oboslp ispirssiss Ow ci,-,/Iv „X„ I FIXED PANELS g / .. 1'. t�.t ,4c..w (1)TRACK CLIP ASSEMBLY INSTALLED ,_. ON EACH ACTIVE PANEL AT THE INTERKOCK _ �\\, POSITION TO SECURE THE ACTIVE PANEL TO IT S RESPECTIVE SILL TRACK 1� 1P114114 I� • r . / `\\�„4ON�LYNN 4,i,/,, _ 0CEN,k; ...F,F ' No.58705 •x OPERABLE PANELS = i�:� AYraAy. t.. �....r- t..w A • G'1�` 15.:141 FA ,�, L NOcrwu0E1we8HEET Io7orEclr+aAoOyoarvE TRACK CLIP&FIXED CLIPS INSTALLATION ";��'•,•FtORroP•.•� ,� A> +6137+ ` NO NGETHw81IEE► NO10A1�n'�75 PGT ALUM.SLIDING GLASS DOOR,NON-IMPACT Kir �,;ss NAI.. Rad* aw.: Al..l.�[ va ear lsaP i,,/ONA1.E,.` LAA 6W16 N NO CHANGE TMB_sfEET ?K COM Fl.3117/ V416(y Batter ter" rs r.t w or.i. •� A LNN M U5A.VF. u.Fit PM o.rL t� 8002600 1/2 9 16 757 N vF.aeem5 Flit OrtNJ8A1� LL OWZEN ITEM PART#DESCRIPTION PGT# ITEM PART#DESCRIPTION PGP# 1 708 LOCKSTIIE,MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630 2 LATCH ASSEMBLY(LOCK) 7LOCK 63 124 APPLIED COLONIAL MUNTIN 66631 3 LATCH ASSEMBLY(DUMMY) 7DUMY 64 1240 1/16X I FLATBAR 68926T52 4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754B/W 6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756B/W 68 #6 X 3/8 PP SMS(18-8 SS) 76X38PPAX 7 1119 #10 X X 1.1250 .PH.PN. -S.S. 7S 20X34X 69 740 HOOKSTRIP(P-HOOK) 63713 8 1/4-20 X 7X 320-PILE 6FELTK 118PPMSX 70 722A HIGH-RISE TRACK ADAPTER 69371 9 1209 W STP,.187 X 320-PILE 68179 11 706 TOP RAIL,MONOLITHIC 68172 71 702 2-TRACK HEAD 72 703B 2-TRACK EXTERIOR SILL 670313 12 1281 W STP,.187 X.290 FIN SEAL 61281W 73 704 2-TRACK JAMB G8180 13 725B TOP PANEL GUIDE 41801 15 707C _BOTTOM RAIL,MONOLITHIC 68173 74 637 2-TRACK INTERIOR SILL 68275 17 726 BOTTOM PANEL GUIDE 41802 76 717 FIXED PANEL CLIP,TOP 7LA 13A 18 661 SINGLE ROLLER ASSY. 7SRAZ 77 717B FIX ED PANEL CLIP,BOTTOM 77I7FPCA 19 661 SINGLE ROLLER A SSY.-S.S. 7SRA X 78 646 FIXED PA NFL BRACKET 41814 90 1136 #6X1/2PPSMS 76X12A 20 683 "PANDFMROLLER ASSY. 76832 101 736 LOCKSTR.F,LGC,�.ASS 60392 21 683 TANDEM ROLLER ASSY.-S.S. 7683SS 23 ,609 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK(STD.)1.G.GLASS 60393 24 720 ASTRAGAL(I-LD.),MONOLITHIC 69492 111 618 TOP RAIL,I.G.GLASS 69088 26 653 LATCH KEEPER tSDKEEP 115 619 BOTTOM RAIL,I.G.GLASS 69089 27 653 LATCHKEEPER-S.S. 7SDKEEPX 121 737 ASTRAGAL,I.G.GLASS 60394 28 #8 X.312 PH.TR.SMS 78X56A 130 5/8"I.G.GLASS;3/16"TEMPERED ryIpDUCt REVISED 29 729 JAMB BUMPER 72087K 1/4"SPACE,3/16"TEMPERED P OD0C DEVISEDnod& 30 #6X.375 PH.PN. SMS 76X38PPA 131 1006 GLAZING VINYL-INSULATED GLASS 658GLIC lidi.s c., / 31 663/664 BUMPER SHLM(.030 OR.060) 41831 134 745 DOUBLE INTERLOCK(STD.),T.G.GLAS..60551 + °"' 33 734 DOUBLE INTERLOCK(STD.),MONO. 69494 201 629 1-TRACK HEAD,POCKET DOOR 68176 it. Swow Poo36 1007 GLAZING VINYL-3116 6T304 202 628 1-TRACK JAMB,POCKET DOOR 6628 37 _ GLAZING VINYL-1/4 614GLK 203 666 OPT.SCREEN RAIL,POCKET DOOR 61394 39 3/16"TEMPERED GLASS 204 627 1-TRACK SILL,EXT.POCKET DOOR 68178M 40 1/4"TEMPERED GLASS 208 631 3-TRACK HEAD 68182 42 645 ADD-ON STILE(OXO ONLY) 69112 209 632 3-TRACK JAMB 68183 45 755 1/2 X 1 5/8 RIINF.-ALUM 6755M 210 633 3-TRACK SILL,EXT.W/SCREEN RAIL,68184M 46 1214 1/2 X 1 1/4 RISNF.-ALUM. 61214M 211 613 ADL)ON TRA CK HEAD 68187 49 749 REINFORCEMENT SPRING CUP 7BRKTM25 212 614 ADD-ON TRACK FOR FRAME HEAD 68185 51 1040 MORTICE LOCK(DEAD LATCH) 71040213 617 2-TRACK FRAMEJAMB,ADD-ON 68188 52 1040-2 MORTICE LOCK(DEAD LATCH)S.S. 71040X 214 615 3-TRACK SILL,ADD-ON 68189M 53 #8 X 625 PH.FL.SMSING ASSY.(MORTICE'7858ZK 215 616 ADD-ON TRACK W/SCREEN FOR SILL. 68190M 54 1016 #B X.625 PH.FL.SMS 785804 68186 .'`"'�" /`/ 55 657 BACKINGPLATE(MORTICE) 41830N 216 634 ADD-ONHEAD 71045 217 635 ADD-ON SILL 68191M `\O\.•.Y.LYNN 4fle' 56 1045 MORTICE HANDLE SET P �1cENN ., / 57 COVER PLATE 7VF43 218 638 DOW-RISE 2-TRA CK SILL,EXTERIOR 68952M ` *.. 9 58 659 MORTICELATCH KEEPER 7SDSP5X1 220 636 I-TRACK SELL,INTERIOR 68274M _ No.58705 * 222 671 LOW-RISE 1-1'RA CK S[L1.,EXTIRIOR 60803M "•1� - 7 60 1239 3/16"APPI1®MUNI'IN 68421 -� a 61 665 COLONIALFINIDPIECE 41628 225 732 HIGH-RISE TRACK ADAPTER 68313M ;73 '•. 5 Lo I5.:: ,z..- Awed ,z ArwdSr n.. ■..blow • FIG 1029/07 L NO CHANGE THS SHEET PARTS LISTS '�c 'F<ORIDP,.•'' �.�;: Rod* 0..r m.Nai, 1070 TECHNOLOGY DRIVE p \ J.J. +.1'1611 w NOCHANGE TM'sSHEET "'Q101°'s'a 70 ■ �_ ALUM.SLIDING GLASS DOOR,NON-IMPACT ��'%S,PNA 1ENG�,s LAI. 0.1r trw°'r< B07(162Y W� bww�r I� A.LYNN MtiLLER,P.E. LAI. 605115 N NO CHANGE THIS SHEET P.O.NOKOMIS FL 31271 VW Better uaF.K. 009 Chola -0r,. 8002500 NTS 10 • 16 757 N P.E158705 F.K. 0968A11 J.J. _OM77A8 h. - 2.437 ---moi 1r- -..--1 2.310 -1 T F--- 2.310 •-.1 f 2.310 -�I I 1.032 1.45 .8901• -....4 .890 I•.- I .062 093 �3 T--4 1062 .. 1816 .093 1.818 I.G. LOCKSTILE i 0MATL 6063-T6 I.G. INTERLOCK L 1_i 1.3175 1.3751 .062 MATL: 6063-16 10 + r 1 L L #736 #735 -.-1 1.036 I-.- �-15001-••- I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 1` 2.437 ---11 I.G. TOP RAIL TOP RAIL ® MATL:6063-T6 MATT: 6063-16 MAT'L: 6063-T5 MATL: 6063-T5 #745 O #734 .062 -r�f'p3 �t--- 2.310 ® 11 STD. LOCKING STILE 1.452 O MATL: 6063-T6 .093 1.7 #708 STD. INTERLOCK MATL: 6063-T6 -�1 1.036 I--•- -�14991�- 2.562 -� r--- 2.562 --.-1 O #705 .062 .062 I pr96 1.096 I 1.575 l'1.- 2.438 2.438 J 2.845 r__12.8451 "�A0DByrBANlwlii LC f MLVls>� •--.-1 .890 I•- -.-1 .890 I!- .125 125 I.G. BOTTOM RAIL BOTTOM RAIL Br. ik x-1/ MATL: 6063-16 MAT'L: 6063-T5Cr IG ASTRAGAL H.D. ASTRAGAL 11 #619 15 #707 MATL: 6063-16 MATT: 6063-T6 ® #737 23 #720 -j f'-' .5°0 -.1500 0 0 I 0 0 I T- T- 0 0 1 10 0 I 1.611 1.250 1~ 1.750 1.000 I- 1.750 +I ____. L_ r+{ 1.000 F•-- 45 REINFORCEMENT 46 REINFORCEMENT f 0 5 I + MAT' 79563-T6 MAT'L:12043-T6I 1.750 \\\i i i i i i,,, .125 2.000 .125 `�.���NY LYNN M7��6.�' Is OTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" Z�i 1���^L ..• �ICENSF'•. 77 FIXED PANEL CUP, BOTTOMFIXED PANEL CUP, TOP V. No.58705 ''ti MAT'L: 60B- T6 76 MAT'176263-T6 .5-13 --__9,-...AS X •f 5 wcu; ...+r. ar s ATE FC 152807 L NOpNN0EMH18SHEETTEawcwoyDRNE EXTRUSIONS,PANELS ''''''''''S")/.9. ; S,'•.!��oKiO?•.••'G�': o.► findoim J.J. 1W1Y11 M NO MS SHEET Names.FL P.O. 34275 PG_ M. ALUM.SLIDING GLASS DOOR,NON-IMPACT '''''�S'oiNAL E�\‘' Bondis 6� IY.lia BOX 1578 r. ,'/ \\\\ LM 6/18/15 N No CFfANOE SHEE7 Np1(pYR R 81771 V4l61y Better irrt �+ r� tir�,w A LYNN W LLE\+.PE. 5 F.K. arc a+i+�✓err I 8002500 NTS 11 • 16 757 N P.E1s8706 F.K. .08)U8 4 IA 060TA78 .660 � F-- L ._t_r. H , 3.824 —.{ j I [________t_1_IIF__ 2.500 1.000 062 1.687 REF. T ANCHOR HOLES .062 --II-'- 0 2 - TRACK HEAD CD HI-RISE TRACK ADAPTER MAT'L: 6063-T6 MATT: 6063-15 #702 #722A I~— 3.500 I-- .062 r-- 2.370 —�{ .687 --- , .080 t I- I 1.694 REF. I- ANCHOR HOLES 11 i .010 73 2 - TRACK JAMB O HOOKSTRIP MAT'L: 6063-T6 69 MAT'L: 6063-T5 #704 #740 -Cr- 1.687 REF.ANC .062 MIMI Inlay CodeH HOLESOR ry 500 11 iOME�S 1.760 .750 Ayk M ' 08220 OPTIONAL SCREEN I- 4.676 RAIL, POCKET MATT: 6063-T5 #666 0 2 - TRACK EXTERIOR SILL MATL: 6063-T6 #703B .550 ---I k- 1.687 REF. 1- 1 ANCHOR HOLES 11.750 i 062 _..___[..562 1 ' .060 $ ,,uulur!!i! I ®HI-RISE TRACK ADAPTER .s.��,c�,O�Y.LYNN 4.i,/� I-..--- 3.798 i MAT'L: 6063-T5 oCEN$ F #732 �Yr '. 74 2 - TRACK INTERIOR SILL _ No.587o5 MAT'L: 6063-T6 =j3 . 'Y ` #637 o.,s�a. 'A' SAT 4�. Rooms T L8.8 re cr. 1111 r7ENOYEITEMS 201.zoa62ar 1-TRACK FRAME 1070TECENKY00TORIVE EXTRUSIONS,FRAME ',„,.sly,,,�°(fl .NG�r�; J.J. 10&tS11 M 'NO CHOW TMS SHEET N01(0408.R.SIMiN/�1l....,c,„. 16666114 �14 s.,c aaea(taS. jL ALUM.SLIDING GLASS DOOR,NON-IMPACT !l,,,,,,,( LM. &RNib N �o GNNOE SHEET NO.OAS.R RL 34274 Visibly Better r•�rr 'a.e a• a,w,r • �• A.LYNN MUFF.P.E. o.FK OWN C664164146'u booz503 NTS 12 • 16 757 N pF.s58705 FK OWAW/ J A 014208 Air= - ADDED FRAME COMPONENTS I I- 4.016 ----I �- 3.002 --11 n 1.800 -.15.216 1 I LIQ r f ni n QVL iFr `-750 950 1 ri .7501.000�. 1.000 1.000in T .062 �1- - r -IFS .062 .082 .it� .062 �~ ADD-ON TRACK HEAD FOR FRAMEHEAD ® ADD-ON HEAD 3 - TRACK HEAD ® MAT L: 6063-16 ® MAT L: 66043-16 MAT' L60 6063-16 MAT'L:�6063-T6 #613 1 .062 082 1 .440 ~ I 6872 I S.887 3.187 -Hi- .625 H 5.094 1-- ® 2.394 - �� 2 - TRACK FRAME, JAMB ADD-ON ® 1 -TRACK SILL, LOW -RISE C) 3 - TRACK JAMB MATT: 6063-16 EXTERIOR W/ ADD-ON MAT'L: 632 6063-T6 #617 MATT:#6063-T6 PRoollcr MUM rae�vgiswW lb"Reda .062 1 .062 �_ 062.440 -� �1 Ae eolemoneNe O /0 Q 1.250 J 11-1:250 .562q 8127 `yn�iM D.ee _ 682D L 162,47---q1------4--- d w�t►� T i 6.184 -I 11- 5.582 -I I- 3.988 -I 7 3 -TRACK SILL, EXTERIOR 3 TRACK ADD-ON AT'L 63 6 SILL 2 EXTERIOR WI ADD-ON CK SILL, LOW ISE ®i W/ SCREERAIL MAT'L: 6063-T6 ® #615 MAT'L: 660 3-16 X63333 38 l 082 j L.062 .062 y 062 .562 A_____4 � �u .562 .562 V 0 .662 _ `��I i I 1111111 1, 111 1 -- 3.798 1 �1 r I 2.204 �s\ NV LYNN'�1/ ///i 2.446 f - 1.844 1 I� ,r0•. .. . !� ADD-ON TRACK W/ 2 -TRACK SILL, �1• \CEN$ .-F.Q ® 1 -TRACK ADD-ON SILL cm INTERIOR W/ ADD-ON Co 1 -TRACKRADD-ONL, Q: - SCREEN FOR FRAME SILL INTERIOR W/ _*:' '•. MAT'L: 6063-16 MAT'L:#6353-T6 MAT'L:637 063-T6 MAT'L: 063-T6 _ 58705 - #616 F.K 104.07 L NO CHANGE THIS SHEET L EXTRUSIONS,FRAME(CONTINUED) -•'n. FLORID s \•'� 2 IOh3H1 las Dag �M NOCANGETM381EET MOIft7A lLams '� / s`S�ONA�E�G ,rr,,,ar ort. ,r,e,� P.O.SWUM Y DRIVE �- ALUM.SLIDING GLASS DOOR,NON-IMPACT "1,, L.M. 60W15 N NOCWINGEJNI38NEET r.ea`re e.e. ere ire tiLYKI L ,'P.E. Ow.*Ar ar+r W OW NOK MSR a W1t74 Ymbb Better NTS 19 • 16 757 N tiii aWOG iii F.K OWOSNI HEAD&SLL ANCHOR CLUSTERS•JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4. NOTES: DP TABLE REF.> SHEET 2,TABLE 1. SHEET 2,TABLE 2. SHEET 3,TABLE 3. 1.ANCHOR TYPES: 1)1/4'ELCO ULTRACON 2)1/4'ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(05) GLASS TYPE> B,C ORD B,C ORD CORD INTERLOCK&> SSN SSR SDR 2.GLASS TYPES: B-3/16"TEMPERED C-1/4'TEMPERED D-6/8"TEMPERED LG. REIN FORCEMENTThEAD& 1 HEADS HEAD& ANCHOR TYPE SILL JAMB P-HOOK SLL JAMB P-HOOK SILL JAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY: &SUBSTRATE N CLUSTER $ U CLUSTER CLUSTER o SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. EINFORCEMENT. PANEL UNIT 5 5I 1 21U 1IN S� o,o Q 2 2 SDR-SINGLE/DOUBL WITHFFULLLL RREINFORCEMENT. NOM1 1 O 25 SSS $ 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: tI . . Cel a�of. U c N Ig U U :ig ,!!ry alai.- cryo ry M cy WIDTH.000 x 80.000 CO CO C6 8+ 8 6 5- 5�i C8�C8 C6 8 8 8 4 6 4 081 C8 g8 8 B 8 5 5 5 JAMBS AND P-HOOKS SPACING-8'MAX FROM CORNERS AND 28•MAX.O.C. 84.000 CB CB C4 8 8 8 4 4 4 Coles C8 8 8 8 4 6 4 cap)C6 8 '8'10 5 5 6 i 80.000 C6 CB C4-6-1-8---6- 4+4 4 -66;66'C6 CB 8 8 8 •4 '5-4-C81 C8 CO 8 8 10 5 5 5 HEAD AND SILL SPACING-8'MAX.FROM CORNERS AND 22 5/15'MAX O.C. 98.000 CB C6 C4 8 8 8 4. 4-4.,-C-91-56-106 8 8 8 4 5 4 C8I�C8 C8 8 8 10- 5 K.--5- 30.000 "'5 30.000 x 80.000 C6 C6 C6 8 8_8 5 5 4 C8 8 8 8 5 5 14 C81 C8 CB 8 10 10 6 6 5 6. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL 84.000 -a-61-61--6--6- "8 4.4 4 CB C8 CB 8 8 8 5 5 1 4 C811,C8 C8 8 10 r0-6-8--g__ _ CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 90.000 CB CB c4 8' 8 8 4 4 4 C6-6-6-66 8 8'8 6 5 4 C8jC8 C6 8 18 10 6 6 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 98.000 Cg'C8"'5T-11"-$'-8 ,_(-4 14 -a--8---6--8--1---8'"-'4'(5•8 i C's'06-8-12) RI'8 -11-3 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 38.000 x 80.000 06 CO C6 8 8 8 5 6 1 5 C8IC8 06 8 8 8 5 5 5 C8198 C6 10 10,10 6 6 5 SILL AND JAMB TRACKSECTIONS. 84.000 t'8't;S N-1-1`8'_.6'4-'4--4- a5'06'6--8---8"`5"-8"-5 'C6 cs El 1b-tii?'i'0�'-8--II-'3" 90.000 a'Z8-c 11-1---ti---4---4---4"C6 C8 cel -1-11---t--3- er61 66'-ia"i' 1d-6"--6-6 16'MAX max C6 Ci 1 "'gam 4~-4"-T-ar r t6 11-1-11 "3-3-"T 4 C9 C8'Gr6 ft -O 1 10-8-6---3- ANCHOR -..{ r 42.000 x 80.000 C6 06 04 8 8 8 5 5 5 C6 CO C4 8 8 8 5 5 14 08 C6 CO 10 10110 8 8 5 LOCATION, I MAX. Kam Cr4�4 C4--6-2-1---4---4---4--a-bra_13---1--1---g-s 1-3 EG L`ff Z�d`io T6;i'6"6�6. 6 90.000'�4 Z4-6-4 T 18 8 4�-4'�'4�'6-CC 8--8_✓-' -5 -61-584-6t-_ TO'.115Tfo'�_8 6- _��'�_—_ 96.000 C4 C4 C4--6-r 8 4 4 4 -66166-64 8 8 8 5 "'S 6 CB CB Ce i0 10)10 8 8 -8 __ 48.000 x 80.000 C6 CO 04 8 8 8 5 5 5 04 C4 C4 8 8 8 4 4 4 06 08 04 8 8 8 5 5' 5 ASTRAGAL OR ►QODUCt 7:1176-77 84.000 C4 c4'C4.-8 r 8' 8 4-414 C41C4 C4-6---6-13--4-6 4 Ce C8 C4' 8 8�10--6- 5 6 INTERLOCK,TYP. "°jp1 90.000 G 54 C4 -$ B 8 4 4 14 C8 C6(5 8 i 8 5 6;5•C6'CB C4 10 10110 S 8 8 l4)ANCHOR CLUSTER-C4 •IO 88.000 C4-o-4•-04-11. se--9- 4-, 4 14 C6 C6 C4 8 8 8' 6 K 16 C8-1-B CB 10 10 i 10 8 8• -8 i'p"4.W` I b - 18'MAX. 4.. . tuft v�.� ANCHOR LOCATIONS. 8' 4.,,w DAM TYP.,(2)PER HEAD&SILL -1 MAX • , 1 1 (1 t) 1 (1 I) 4 (1 I) I I = _•- - �48"NOM. 48"NOM. -48'NOM. 48"NOM.---.- 1 11/16'MIN.O.C.TYP. X X r LOCATION, - EXAMPLE SOLUTION rt -T-- , MIN.(2) ANCHOR 28'MAX. HEAD&SILL=6'MAX.FROM (6)ANCHOR CLUSTER-CB 96' 28"MAX PER AT ? LOCATION. O'C' ATT EACH ASTRAGAL OR INTERLOCK. 16"MAX. 2-TRACK K K TYP.,(1)•.-- MAX. O.C. O 0 0 PER AT T JAMBS&P-HOOKS=6'MAX FROM 8- JAMBS.SEE t - SHT.18 FOR g < P-HOOK Y CORNERS AND 28'MAX.O.C. MAX, 1 TRAMULCKI- A g g TOTAL AT HEAD=30 ANCHORS .=-..,, .. ....— TRACKS 1 ui � - TOTAL AT SILL=30 ANCHORS ��_== ��, 1 I u r r r,rl APPLICATION < a TOTAL AT JAMB= 8 ANCHORS `�.`�V1V 1-0101 4 I, 6'MAX_ TOTAL AT P-HOOK= 5 ANCHORS 3"MIN. , v��ENSE •'• 9 1 1 (I I) I (1 I) 1 (1 I) 1 1 Q�; i— —6 MAX. 22 5/16'MAX O.C. I -I _HEAD/SILL CLUSTER LOCATION TYP. ND ANCHOR CLUSTER•08 _ ''•. TI _*i No.56705 48'NOM MAX. * SEE C4,C8 OR C8 CLUSTER DETAILS CLUSTER DETAILS = Gi 't"�''^a FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE =�•'. (c : Lu_ /bad* Wm ,..rre< Ieeyre ��.'.. ATF ..4.F FK • Ilim /MAW DIM wry.=ADD P-N OKAW SPA A MINJ ULTPT.ACKNOTE ANCHORAGE SPACING - ".F<OR\O?•••r- ,�� y11 ,y y,,,�NOCIT108 MEET NOKOMIS, 1070 FL 34275 P ALUM.SLIDING GLASS DOOR,NON-IMPACT �low �"'%;SfONA- \` L.A1. 6/2/15 N MANGEAN(YpR TYPE 170 LLTRACON PO' rr.r.� - wr rarer ire ae.K. are a.rr I NO ON&7134274 Visibly Baur 80122500 NTS, 14 + 16 757 N A. LYlN.r 6e R P.E.F.K. 0910804 J.J. 044208 l CONCRETE ANCHOR 3.4 KSI MIN. CONC. As, 1'MIN.E.D.,TYP.(2) Aai 1 3/8'MIN. —. 1 Imo— (SEE NOTE 1) 1 3/4'MIN.E.D.(2 1/T FOR 1.687 2x WOOD • I CRETEFLEX),TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE 1'MIN.E.D.,® ..: N••. ••• - APPLICABLE TO HEAD OR JAMBS WOOD ANCHOR TYP.(2) .,,,e-:...... ..e, t.. + _~.. ..,.f.:::...-7 NOTE 1. 1 318' .0,,,.. ......,..„__= (' 1 1/8 AL.MIN. (SEE NOTE 1) 1 f Ix WOOD BUCK ��. 1f MIN. .= (EXTERIOR) y 6083-T5 I11 1.594 .f:�—i r __ 1 � O.C. (SEE NOTE 2) �'_=�-- �� �_— �1 /� (EXTERIOR) 1�7 1/4'MAX.SHWI , 1/4'MAX SHIM S � I y 2x WOOD 812 SMS I (SEE NOTE 2) DETAIL-C DETAIL-D SEE NOTE 1) R DETAIL-J va•MAX sHIM —.11-.— (EXTERIOR) TYPICAL FRAME HEAD INSTALLATIONS NOTES: DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'ULTRACONS OR 1/4"SS4 Q SEE NOTE 1. --.^-1 CRETE-FLEX EMBEDDED 1 3/4"MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'(2 1/2"FOR CRETEFLEX OR 1.5 KSI MIN. CMU CMU). FOR WOOD INSTALLATIONS USE 812 SCREWS OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8"MIN. I-- OR 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'.WOOD BUCKS 1 3.4 KSI MIN. CONC. DEPICTED AS 2x AE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEEED BY OTHERS OR AS :•%'. APPROVED BY AUTHORITY HAVING JURISDICTION. I, 1 3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8'THICK. THE ALUMINUM 1' I STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS 8.D AND F CONCRETE IIIII�II `:. .5941 ® IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 GE SPACING FET METAL OR 2 SCREWS SHOWN INW WITH FULL ^THIS TINTO THE NOA MAY BE USED.ALUMINUM(SEE DETAIL J). � O.C. ANCHOR !-IV I', ; • I 1 REQUIRED. NON-SHRINK,3/4'MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT IF USED,NON-SHRINK, (SEE NOTE 1) • • '-• (2 1/2'FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL � f; CRETEFLEX CTEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, lx WOOD BUCK ) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTES 2) (EXTERIOR) TTYP•(2) THE AUTHORITY HAVING JURISDICTION. 1RODIIC f REVISED DETAIL-E 1/4"MAX. "mownWit the'Wil 1.687 O.C. (SE NOTE 5) Watt Cod. TYPICAL FRAME JAMB INSTALLATIONS WOOD ANCHOR . glitii "•' y °L•f. (SEE NOTE I) .;:w.*IEV-7,2.I,G.a_ / Z` L l 13/8'MIN. +fi K� 3.4 KSI MIN. CONC. lx WOOD BUCK.(SEE NOTE 2) (EXTERIOR) arc �y_, NOTE 1. 1'MIN.E.D., 1 NOTE 1. —..-I CONC.ANCHOR —�I 1 3/8'MIN. TYP.(2) t (SEE NOTE 1) i'�.c:S%':;6 WOOD ANCHOR I ® (S2x WOOD ' '�y ` c`•; (SEE NOTE 1) DETAIL-B (SENOTE2) CONC.ANCHOR 'a.`(T; NIX; " ' `fA l� 2x WOOD (SEE NOTE I) ..;:•.;;;:..:'.,;iti 1 1/4' II 1 1 4' 1'MIN. 1.� (SEE NOTE 2) 1/4'MAX. ,?`�•',"-'•.- MIN E.D. 1 MIN.E.D. E.D. ® I1 \ (SEE NOTE 4) �,� ��� =�-�-. 1.687 O.C. I (EXTERIOR) W .": J NOTE 1. (SILL) (SILL) (SILL) F • I 1 3/4"MIN.E.D.(21/2' CONCRETE ANCHOR FOR CRETEFLEX),TYP.(2) ,` i.i i i i i,,1,H (SEE NOTE 1) 3.4 KSI MIN. CONC. ��..SONY LYNN 7. (���e,,,�/ DETAIL-G DETAIL-H DETAIL-I (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL-A ` ��.•' �ICENSF •.FP' TYPICAL FRAME SILL INSTALLATIONS - i4 No.58705 �� TYPICAL POCKET P-HOOK INSTALLATIONS = Owed Br Ask �revr awry -17 �, U'•� TATE. �� ;401:,�� FX. 102607 L NO CHANGE MS SHEET newts DY11 IA NO CHANGE 9.4.r'CHANGE EDGE DISTANCE FOR CREIEFLIX 6 CANL CHANCE Amu le Dar *Maw 1070 MEET "°"�` R"='a OYORNE Pc T ANCHORAGE M.S IDING GLASS DOOR,NON-IMPACT "SS/ONM.v-„``os L.At 5,7605 N TAPCON TQAP.TRACON.ADO WOOD EDGE DISTANCE P.0.BCU(I629 a r...ea. tre trc m.o.. t• 'amp*,are award se ar NO WAK R W74 Visibly Basel 80=00 1/4 15 + 16 757 N A.L P.E A 58706 111ASI.9.E. FK 09/08101J.A MAW 1.s9 JAMB INTERIOR IMIN.O.Ci 7 6 5 4 3 2 y I ' 1 ' Ti F T I 17 i _ ANCHOR LOCATION,TYP. 11 1 TI r ' I H I ° II6 O.C.MB C ' 1 T- ` ' 1 � 1 15 I— I rill II 14 a tI ' I ' I13 NOTES ON POTENTIAL ANCHOR LOCATIONS: 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4. I ' i 1 I 12 V SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL ' TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK -.. L CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER nRODOCf REVISED DIMENSIONS FOR ANCHORS ARE 1.59'AT HEAD AND SILL AND - ee s*Ida a FlorFloridar 1.59'FOR JAMBS. Aae�j5ret No/f-O4p I•lO it zz/204. &O rin Due frtA 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK + 1 ri 2 Y �5L— 1 ,� FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR w++ TRACK SECTIONS. ii---11 if if [] 3 m4 . ? ,y V if ! I ii 4 i4ILam : i -V if if 115 4 : per ° i ,* ' Ls. V iif iB l6 HEAD/SILL EXTERIOR n HEAD/SILL INTERIOR ' ' 1 ',, Q Q A Q Q �( f� 7 •�•\`C\ONY•LYR/H hip i i 4 . I Ao , 1 d . II d�i f , 1 i I i 1 ..,...-,T.... oCENSF'•...(,',p ! 1.89 ` u•' No.58705 MIN.O.G�. =.0',.At_....j..,—,.._.; :::: A..ew 0.K Aw...e t ' �` RIC HHYJLgT REMOVE H•7RApCFRANE FRAME,POTENTIAL ANCHOR LOCATIONS �(s,..,'...-LORioP.•'' s..• A.4. t8MIJHI U NO CHANGE THIS SHEET NOHOW 34275 . ,.„ ... s/(NAI GAG; �•e•be , PoeQlcHsm �— ALUM.SLIDING GLASS DOOR,NON-IMPACT �,,N�,,,,, LN. 57�6M6 N CHANGE nos SKEET NOKO,µp,R$4274 Visibly Better ""9" tr, A.LYNN MILLER P.E. ° J( Q1 e" I _ SG02600 1/4 18 . 18 767 N PIS 55705 FX OA1kW/ J+l OIO2O5 ^ - ..r... ............ ..»..... »...b... Cr 'r "rr_ ""1" �Yuaruu ♦Iv1:YAI�... iliP' . ,itt V W r it—St.; am,} as}, c a}` a .{�! .tc t i ;�,,A` t tom' t,:L "4 nj ,t x q ' jt+? Bit" X14 �j� I,-Q Lie?,y i •t CS n •1:4‘�{ 4I�'��TT�''� e��eJ.. ?,��J-}"� r T, �', • t r.� w-1-,_..'+t� t 401-,st _ , • 8 LI R L14e 4� k , „ * ry 4 1 ll. s * ,:,;;:s.4)/-,- l' 6 5�,k+� x,k :ii , n :44/SAC,'l, robtiOrr.+ 1.0-fe.DPR.Prls"gg'aP JAPdk Florida Department of BUS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats B.Facts I Publtatlons I FBC Staff I SCIS Site Map I Links I Search Busines0 Profess al l Product Approval Regulation IlmaeeMdeaJf.Regub4fddy. Product Aooroval Menu>Product or Aoollratlon Search>Aookatlon 16t>Application Detail ik�` JS,,s�� 6 1 y. .to >' Y;.. ,, FL# FL2773-R3 �l y N, 5..pit kyr •r �,.3 y ,H, / Application Type Revision Pftlieftitt o Code Version 'li � Y.` f. 2010 Application Status Approved BY, Comments Archived F Product Manufacturer KD Manufacturing Address/Phone/Email • 1720 Main St NE Unit 1 _ Palm Bay, FL 32905 (321)409-2900 Aarongallagher428@yahoo.com Authorized Signature Aaron Gallagher Aarongallagher428@yahoo.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood, FL 32752 (321) 690-1788 -� 4 Info@ptc-corp.com P-i. 4 Quality Assurance Representative Aaron Galla4gher (_) :;t Address/Phone/Email 1720 Main St. NE Unit 1 Palm Bay,FL 32905 (321)409-2900 aarongallagher428@yahoo.com Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer F Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J.Amoruso the Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By Rene J.Qulroga, PE F Validation Checklist-Hardcopy Received Certificate of Independence FL2773 R3 COI Cott 1316 Revl 412-0104 KDM0001.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 2 4/10/2012 12:31 PM ... .. .. ....., ......,.........b....EIY•rl. u1,p ,...1.u3I/A1palCULL—WV.J VAR... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL2773 R3 Emily CofE 1316 Rev]. 412-0104 KDM0001.pdf Sections from the Code Product Approval Method Method 1 Option ID Date Submitted 02/21/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/28/2012 ti Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 2773.1 KD STORM PANEL Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL2773 R3 II KDM0001 RevB.odf Approved for use outside HVHZ:Yes Verified By: Robert].Amoruso, P.E. FL License No.49752 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Please see page 6 for design pressure ratings. FL2773 R3 AE PER 1316 Rev1 412-0104 KDM0001.odf FL2773 R3 AE QUA1841.odf Created by Independent Third Party:Yes Back' !Next! Contact Iii::1940 North Monroe Street.Tallahassee FL 37799 Phone:990-497-18.24 The State of Florida is an AA/EEO employer. .. •I I I - . I . . ,• .. :;PrNary Statement::Accessibility Statement::Refund Statement Under Florida aw,e-mal addresses are pubk records.If you do rot want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional maL If you have any questions regarding DSPR's ADA web accessibi'tty,please contact our Web Master at webmasterfmdbncitate.fl Ili, Product Approval Accepts: cal licca r i tvAt i-nt V.rIl911 �rti�({��F��y' Trurt.d yr.,". 4/10/2012 12:31 PM o • KD ACTURING t-E ,;:r• e 3 I1IIPACT KD STORM PANEL INSTALLATIONANCHORAGE DETAILS • t 11 GENERAL NOTES: 'a a INSTALLATION NOTES: • ` 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2007 6.THE IMPACT PROTECi1VE SYSTEM SHALL BE INSTALLED FLORIDA BUILDING CODE(FSC)REQUIREMENTS.WIND IN A MANNER TO COMPLETELY COVER THE ENTIRE L•SEE ANCHOR SCHEDULE AND SHEET 8 OF 6 FOR 4.FOR CONCRETE ATION A ANCHORS INTO DO TA ZONE 4,MISSILE LEVEL D.AT THE DESIGN PRESSURES) FENESTRATION(WALL OPENING)IN ALL DIRECTIONS. ALLOWED DISTANCES APPLICABLE ENfB�MENi INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. m STATED HEREIN.THE PRODUCT DETAILS CONTAINED AND EDGE DISTANCES, a HEREIN ARE BASED UPON SIGNED AND SEALED TEST 7.WHEN INSTALLED AS INDICATED,THE PRODUCT HEREIN IS 5.INSTALLATION ANCHORS SHALL BE INSTALLED Z O REPORTS ATWC0426.01-04AND ATLNC O@8.03.04 DATED CONSIDERED A NON-POROUS IMPACT PROTECTIVE 2.INSTALLATION ANCHORS SHALL BE 3 INCHES FROM INSTALLATION INSTRUCTIONS MANUFACTURERSANCHORSTQQQ$ 052504,AND ATLNC 0224.01-09 AND ATLNC 0224.02.05 SYSTEM AND WHEN USED OUTSIDE THE IflMZ NO TRACKEDGE.12 INCHES MAXIMUM ON CENTER. INSTALLATION BTESWITH AND SHALL.NOT Q DATED 02/24/09 AND ASSOCIATED LABORATORY STAMPED MINIMUM SEPARATION FROM THE PROTECTED BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN DRAWINGS. FENESTRATION ASSEMBLY IS REQUIRED.HOWEVER,THE MINIMUMALL EDGE DISTA(INCLUDING AM)EMBEDMENT TOLUDE THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF S WALL FINISHES(BRICK NG VENEERRT NOT UNITED MANUFACTURER. d LU 2.ADEQUACY OF THE EXISTING STRUCTURAL.CONCRETE/ INCH. STUCCO,FOAM,BRICK AND SIDING). O 'e MASONRY AND 2X FRAMING AS A RI/UN WIND FORCE 6.INSTALLATION A ION ANCHOR COMPACRIES FOR PRODUCTS Z'p-uT 01 a rn V RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 8.THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE HEREIN AIRGEPBRASSEED ON PROPERTIES: MATERIALS WITH THE 2 6 m Z , • TRANSFERRING APPLIED PRODUCT LOADS TO THE AS A FENESTRATION PROTECTION DEVICE DURING LI km LI O Z i 1 STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR PERIODS OF HIGH WINOS.THE STORM PANEL IS A.WOOD-MINIMUM SPECFTC GRAVITY IS 0.42. F<N O 7t ARCHITECT OF RECORD. TEMPORARY AND REMOVABLE AND NOT INTENDED TO BEu. pp A PERMANENT PART OF THE STRUCTURE(ALTHOUGH THE B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF Z 2 m Y p 3.PANEL MATERIAL•0.050 3105.H14 ALUMINUM ALLOY OR 24 INSTALLATION ANCHORS SHALL REMAIN A PERMANENT 2000 pi AND SEE ANICHORS ACI 301,ACI 318-06 GA.(0.023'MON.)STEEL WITH Fy-53 KSI AFTER ROLLING, • PART OF THE STRUCTURE} AND ACI 355.SEE ANCHOR SCHEDULE FOR DETALS D Q CONFORMING TO ASTM A-446 STRUCTURAL QUALITY STEEL, C.MASONRY-STRENGTH ADMFORMANCE TO ASTM o E z ¢s CRADE C MIN.WITH A 060 MIN.COATING OF GALVANIZEo 9.MAXIMUM RAND-SIZE:SEE CHARTS ON SHEET 6. C-90 AND GREATER).CI 530-05.GRADE N.TYPE 1(CR p - E §ve STEEL 10.PANELS MAY BE MOUNTED HORIZONTALLY,WHERE $A 4.ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR APPLICABLE `— UNLIMITED WIDTH — w kE i STNNLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF r, 60 •I• 11.THE DRAWING SECTIONS HEREIN DEPICT TYPICAL. CONCRETE/MASONRY AM)WOOD INSTALLATION 5.AT LEAST ONE WARNING NOTE PER OPENING MAY BE ANCHORAGE CONNECTIONS.THESE DETAILS MAYBEIIII PLACED IN A CONSPICUOUS LOCATION ON THE PANEL USED INTERCHANGE ABLY AS FIELD CONDITIONS DICTATE. - '-- SYSTEM ADVISING THE HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALT.PANELS AND FASTENERS ARE INSTALLED AS U, SHOWN HEREIN AND WARN INSTALLER IN THE SAW ,\rJ vI MANNER THAT HANDLING PANEL WITHOUT PROTECTIVE 8 � �. GLOWS COULD CAUSE INJURY. OK FAST AT _ W WARRED AT yi v I -F0EtRE T. d J 16)-PooO GIF IAP <= N 6 8 • 0W JOIN SEE PAIGFL LM �j n �i s U Mat 0M 51ILET J $ ' y II DESIGN PRESSURE RATING(NSF) to in AS _UMS z4 CSA THAN a '8 i SEE CHARTS ON SHEET 6 T,I.NO a059' ALWMY GREATER C EL TIVN 120' EC TABLE OF CONTENTS w Li) SHEET REV. SHEET DESCRIPTION 1 — GENERAL S INSTALLATION NOTES&ELEVATION • 2 — VERTICAL SECTIONS 9 — VERTICAL SECTIONS 1 4 - VEFMCAL A HORIZONTAL SECTIONS 5 - COMPONENTS - -,..8 — CHARTS 6 EGRESS DETAIL - ELEVATION - itii: Y. 1/1,20 MALE PANBMATE WI WMONUT 121?0.C. r TJ05iN0 WNC176IE EDGE ANCHOR SEE SC®. R MASONRY HKT CONCRETE MASONRY OR 3 MASONRYOR + ST�� DIST. • DOSTNO CONCRETE O.C. STRUCTURE MA90HRYtR ••• o b S EOSTF� • i STRUCTURE •• iN•-20 J(1? .,. ' ELB'- AMC}0NESOLT , I .rur,rac ORT ANCHOR SLE SCFED. �' • r. • 1.'i 1ro.G j T — - --TT-- _ .mss'-1T y ___1 m C 1 r _,,iw�G\ 1 I!L -f—•_ �5 `tib` i W% o i MI Ii SI R 121 0.C. .0.WINT 3 Q m nasrexlcoN�TEOft I - 4YYYy iz,rro.c E1 �b o MASONRY SfRUCTUiT6 I I II � cQca,M20 TRACK DOLT Wf 33WMGNUT 12 VT O.G Lt• IDOECOSTING CONCRETE �' STRUCTURE •�• ,p;rAmE R • BTRUCKURE I Oa D� _ :AO5OH ZM� Ehe • 1 xwsj=r.`•SG W?li ao o vi • - • DIST. a ri O es I-f- • = CALX.IN W, EDGE DIST. j WHIM DOLT ® Z 0 O 1/2',20 SEEWAUC DOLT ANCHOR,SEESCH®. VERTICAL SECTION jag' NUT 1210c <"' Y 4 VERTICAL SECTION 1r GG DIRECT MOUNT ANCHOR.SEE SCHED. . ? ~ DIRECT MOusr 1r O.C. B6 Y O'4> EXISTING CONCRETE • rrAN ANCHOR,SEE=MED. ANS E sc�o. VERTICAL SECTION r.$ g F AOR ••• we 1-..— EnSTNO CONCRETE • 1r O.G tU11.D4U7>IOI1N7 kgirl STRUCTURE O 1fC,2DTRACR DOLT VII MASONRY OR EIBr-- ANC 6IE SC®.r:AtWNONUT12170.C. STRUCTUREO D03IfIDCONCETE * 1rO.GEp • ®Q ttjl�j� SSEj STRUCTURE 918 E Y111111 T ^a `` • e- 1 NMI 1 I a I li. • �a d 1, MERINO coca ReTfi STRUCTURE 4 eel I E70.4T1NO I � - e STRUCTURPAABONRY E I '"'1 IRR�TLLTT 121TRACK°tr°LOTG °R I 'S C _. Ili L'`ISSN • DTST. . L...51 ,JI.2D,TtACI1 DOLT W/ WMGNUT 12 Vr 0.G • _E. iiiiIIII DIST. ,A. Fens ile . I ;AIR- E I' 1 ® NICHDR.SEE H.1CH�, • ELM1/000 MALE PANELtNTE W/ ~NUT 12 ANCFROR sM scHm. 1r GG VERTICAL SECTION 1a .G AN�+oR 5� EMS 1--- 1r ac. Emit1Y 0.C.• DIRECT MOUNT SEEANKaRORsaHEDULE VERTICAL SECTION VERTICAL SECTION sNEEre BUILD-OUT MOUTfT DIRECT MOUNT SW 41 i P Al lig * 0 • • •P.lYi,;'-1 fit`. PAY • '4 .I. itT rn miii. 'a lli A S n /� PANEL Ethan, s P � 0 N(SII SCNm,IL) L WI PAWL1O1C1H �+ 7 (SII SUalla) t3/ i RI.. 7!(*"....1 1ig itlN 4, .ri . 111 4 m —11 • gl 2: il i i 51. mg g VI C �Il 1/AX PAYE/Wall° (5a SOmuc) A 11 i i i I PI 8if r 'off 2 11 4 4., ,„ 53 2 1 p .,?, ill 21 trSil il III 1010 li !1Fil 31 dl 01 3 i 1.48MJ p74 13 .167 ; _ LI F A ; ., •. p , `' ���+ ,- I I tee. cin � .-11111 � H`J . ,I , O —WI= il 0• ox O n. PU841 5 1:11 li j 01 4 la P.1 PRO)iCT oe KC MANUFACTURING APPROVED 9V: DATE ems)+ 1720 MAIN STREET NE,UNIT 1 ROBERTAMORUSO 02/28,79 'FbRD S'A iO • PALM BAY,Fl.32905 +We!kV.No.NI n7�E IMPACT KD STORM PANEL I_ VERTICAL SECTIONS {l fPROW=Int 4MVIel Mt Oare afailaMIEWAgMfar SMC 02/2t3/09 77.11 ILC. DM oRAPm 1535N.CoBcneY Street Sage C26 �'� "N.T.$ KI(DM0001 R fePE CNIIkeY dAWaAaal1v1N0.15Y76 Pr.I.321 10.17lf Rte' SII3 OF 9 DAR Br Rev DexRrnw EXOSTIN0=ACME • 1r SEE � IF _ MA.mfRY OR ANCHOR SEE SCHECL sTwucTuRE CONCRETE,MASONRY • ' it®I. 9 MAc�H1X BOLT EXISTING CONCRETE • 12 `=LI a r 6 NUT 1r O.0 YCR E1M8 , `o S STRUCTUFTE •TOME '..r..%i�� w'oNur 1r 0.C. E160 W NGMITl11 DOLT WI AT 12 DC RS -'..i:-=- wrucnvr 12 yr o.c. • •' :' PANEL two. = AT 12.OC T—/... . QLD ; • EDGE o I i r` MIN PAWL I I ii .f. _gig-- CONCRETE. g sg =-s_-.• MASONRY OR ��I a VERTICAL SECTION I tl HORIZONTAL SECTION 0110'D 017r SE Icoicarit. [OVD CLOSUWE(Or11ONAL) VERTICAL SECTION BUILD.ouT MOUYr • ORANCHORS 9 o 0 COSTING CONCRETE EDGEr.— 12'OC ..4:74==_Z-7-. 1T Q a MASONRYoa MST. •m SmEWALK BOLT = = DST _-- m a SIFLLICTIIRE W71M,10 wCIGHUTA = 1._�_GIST.F_ Z MD,�AN OF PANEL _ _ E 0 — __ I DIST. Z w U EMIL '1 K O1 • .4.!: tM-20 Trr MASONRY� 0.750 ALTERNATE LEG Z ¢ i T��:;i:" • lx lrr as '".00.• WCOO WAIL LOCATION < I-°g g 1 D rat ;— zmmY0 pp ANCHOR. ♦ „� HORIZONTAL SECTION F �� iT 0.c PANEL LAP C N a�g ��Qp pAryLL Y'ggg HORIZONTAL SECTION ' @ 1 ; ,-.4- ..f.: _ ENO CLOSURE.)OPTIONAL) IIII VERTICAL SECTION I DIRECT MOUNT —= VARIES MASONROR WOOD WALL >�.f P_,r y CONCRETE. ;F•.; _= rr=___�= E — F . MASONRY OR aet - IUlS0TIR1' WOOD WALL — -_ — a MASONRY OR �• . OR!DOD ANCHORS e�-x--s r WOOD WALL AT 12'OC -. .�: -- - ._ p 78 g '"� - PANEL 8 p r 23' 1e I ug . ii . 3.,_,.:-..,......-g.,__-„-:„....„., -...,.--. i il dsti 7,......-----.:-- �o J III -IX yV --PAM1 =- -�_== y o F [P::lr)\---._mr N •i.-'¢ Q Idll WIMP .• I —JI x _�=v OR (AT MAX SEPARATION) (AT Mk SEPARATION) .. 11000 WALL PANEL HORIZONTAL SECTION 1/4.0 BOLT AT 24• HORIZONTAL SECTION END CLOSURE IMMORAL) OC WITH. 0041ST END CLOSURE mellow/LW • NOTE SHUTTER OVERLAP SHALL BE HORIZONTAL SECTION S A MIN EE 1 1/2 ROCS 71E END CLOSURE SIDE CLEARANCET1 BETWEEN 111-EUTTFR ANDDTHE WALL , 011/.111111r — 1.975'-..- 1-----3m ):1 g 13 1. N I '� 9�9 ��S.LY a ...70.4 IT 1 i \: L i 0.3 n• N. • / 1 if, rn • N Lam. , N ].S�V'�1 3.111' / I , A I co N ( 1y,? fq 414 I i EON rt4 F by a iii Ll_a,,, "'11---4.3]e• I. r , ! i i 0.915"J 5F _ o X j Fr mo go 0 cuir Y- 0 ®®e t fr RIz // 1D US J Vj 1 9!V ypgi!N A = III e1.202• iz/ yy yc rro� .€a �S�ym�Qr�Z —ii mN 4 hF4 a.. 4k atm' 7• ,lw Ini�m m Pol O n F. -. =3 y(1 61 73 m cn 0 PROJECT.130901C6 KD MANUFACTURING 1720 MAIN STREET NE,UNIT 1 APPROVED BY: DATE: 1 An3m3�' RCBERTAMORUDO • Robert C7r81Ce Flb Ra P.R.No.49782 PALM BAY FL 32905 1°1 IMPACT KO STORM PANEL COMPONENTS L.. PREP/Rp a,3 DRAWN Er. DA Bralaimiggignmw SMC 02/26/09 PTC,LLC SCua1 1515 N.CogewN Street WI CPD N TCAAAVKINCT Rockledge.Florida Lass 1� KDM0001 a f 9PLC«IRut]d M,JaAaaCen M.231]4 RaK - I31+[aF. %.321.0117N0. 5 OF 6 Rata DESCRIP 1OX DATE BY PANEL SCHEDULE RDTEk 1/4"DIA,. ANCHOR SCHEDULE § - SUBSTRATE MIMMUTA MNIMUM MM.SPACNG I PANEL SCHEDULES 1.ENTER PANEL SCHEDULE WITH POSITIVE AND NEGATIVE FASTIDNERTYPE EMBEDMENT EDGE DIST. BETWEEN WIN"' DESIGN LOAD TO DETERMINE MAX LENGTH.POSITIVE LOADS TYPE I STREWTH (4) PM FASTENERS OR.) LESS THAN NEGATIVE WADS ARE ACCEPTABLE (~a 0.050"ALUMINUM 2.FOR DESIGN WADS BETWEEN TABULATED VALUES,USE 114•DIA.WOOD SCREW R DESIGN PRESSURE PS WFXT HIGHER LOAD OR LINEAR INTERPOLATION TO IAD SCREW SPA SD"042 NTN I 1w 7N MAX.PANEL DETESa.ONEALLOWABLE PANEL LENT3iHB, TAPCON SG SPf SLL=a42 1112 314 1114 1N POSITIVE NEGATIVE LENGTH(L)IN. SMARM SHUTTER SCREWS Bra SG=aQ 1112 34 3.U3Rq THE CODES AND TEST REPORTS CITED HEREIN WITH FEMALE ELCO PANt3AV17E SP-P SG-G.12 ITS 3/4 1 1/4 1N d 28 28 144• SPECIFIC F1ELO CONDITIONS AND SPECIFIC IE2UF4 1NG ELCO PANIIMATE PLUS SPP SO•0.42 17re 3M 1 1N °n 31 31 138• MET1♦00.4 MAY RESULT IN MIGIiHi VALUES.WHEN AU.POP/IS WOOD BVswNo OPF SG.0.42 ?II J 4 1 1/4 DETERMINED AND CHLTffm BYA LICENSED PROFESSIONAL 34 132' 5/4GIN$t 1f4'DW CONCRETE SCREW IN CONCRETE 1 MASONRY' k 37 37 126' 4.THE SMITTER SYSTEM IS pE61G71Ep SUCH THAT THERE IS ELCO cRETEfT�c SS4 CONCRETE 3330 PS 1 aN 1 W 21/4 w NO SEPARATION FROM THE GLASS REQUIRED PROVIDED IT TAPCON(CS) CONCRETE 2000 PSI 1 aft 3 3 w 40 40 120" SCHEDULED PANEL LENGTHS ARE USED. ITW TAPCON(SS)(SCOTS) CONCRETE 300D PS 13H 21rz 3 1N 43 43 114' awSTAPPE CONCRETE 2700 PSI 1aN 1 4 1N o TAPCON POKERS TAPPER CONCRETE 2003 PSI 1 3f4 4 . i 46 46 108' BCOPANELMATE PLUS CONCRETE 3360 PSI 1314 2t 20 1N Lv OLL 49 49 102' POWERS CJ LK IN CONCRETE 2000 PR r6 2 1w 14 1N a o TAPCON SG CONCRETE J205 PST 1374 1 W 3 /N x m - 52 52 196' SMUTS SHUTTER SCREWS CONCRETE 3285 PSI 21N 1 W 3 1/4 y I 55 55 g0= 114"DIA.CONCRETE SCREW IN CMU HOLLOW TAPCON SO CMU HOLLOW 1930 1 W 21/2 2 J a 3 iN zz Q... BAABAYS SHUTTER SCREWS CMU HOLLOW 1500 1 1N 21/1 3 1N =.b W POWERS C LK.N IW0 CA3 IM 3 2112 1N J p[W$10 % 1/4"DIA.CONCRETE SCREW IN CMU GROUT FLIED ptr/Z ¢co ,.f7' z fil 24 GA.GALVANIZED STEEL $ALIMTS � S CMII � 2000 2172 1 w 3 1/4 n W}US g g g DESIGN PRESSURE(PSP) MAIC pA rAPcaH SBFILLECMU GROUT imm�W o POSITIVE NEGATIVE LENGTH(L)IN. D 2003 1 JM . 1+N 3 1/4 Z 28 � ° aid E 27 144• PRODUCT LABEL '�c 138' l$y 29 31 132` KD MANUFACTURING,INC. 31 32 121r PALM MY,FL 32905 qa 120" FBC 2T73-R2 s 35 35 114• ASTM E330,E1886,E1998 37 38 108• IR 39 41 102" 1/4-20 WASHER 41 44 96" - Wy g o-� ^C21 1 43 47 90• I NMT X 3I4*KNURLED WWNONUTMOR S— k 45 50 64• I HMOIPBOLTEOPOWERS CAUC4IN FOR IV PLACE trim 1IM20SIDEWAULBOLTS WTm 8 i " IN BOLT AND BUT DIRECT MOUNT i d N L3,11 + � 11 ° 1 \ / I\ / 2•X XI XI If ALUMINUM ANGLE OR OP/SOT MOUNT PANE.HOICKED AT BOTTOM TO PASS OVER STUD ANT BOLT WITH LMO UT WIN NUT OR=EMU( SVT TO 7-1T2-FROM BOLT AT SBL-EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY M I AM I•DiADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 OFFICE CE Copy 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"SH-200"Aluminum Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-SH200-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11/11,with revision B dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-1013.12 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 11` J5 NONo. 15-0528.22 c !! N Expiration Date: Sepptember 01,2016 ED 7�3 Approval Date: August 06 2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614.01) 2. Drawing No. MD-SH200-01,titled"Single Hung Window Installation" sheets 1 through 8 of 8,dated 05/11/11 with revision B dated 05/20/15,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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of series SH-200 aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6479, specimens 1 thru 26,dated 03/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/22/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS • 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 21,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1013.12, issued to PGT Industries for their Series"SH- 200"Aluminum Single Hung Window-N.I., approved on 12/08/11 and expiring on 09/01/16. .71/ Nfanue ez,P.E. Product Contro xaminer NOA No. 15-0528.22 • Expiration Date: September 01,2016 Approval Date: August 06 2015 E-1 • GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53-1/8"TIP-TO-TIP WIDTH -.up- — 52.IIB•BUCKWIDTH 2)SHUTTERS A REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. - 52-1/r BUCK WIDTH 491/8' 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MI DADE COUNTY APPROVED MASONRY NO REQUIRED S - 491/Ur VISIBLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CEO CONCRETE REFLANGE.IN NSIBLE LIGHT 8• - MASONRY UNITS AND CONCRETE WITH MN.KSI PER ANCHOR TYPE.SEE TABLES 5 8 6.SHEET 4 8 5 FRAM MEAL) T--.�B MAX __ �-—_.c._•._. -----u•-:1 MASONRY r- 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5.SHEET 4.ALL WOOD BUCKS LESS THAN A I- - — —— J'I �'- —_ C I i 1.17 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I' TA. 36.12' DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-17 THICK OR GREATER./X AND 2X BUCKS r MAX.FROM -- _._._._J _.� I W�� t._I, 3b17 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN CENTER OF /I I ILIGHT _ AND INSTALLATION IS THE RESPONSIBILITY OF THE ENG/NEER OR ARCHITECT OF RECORD. MEETING] I / 21 �, V GHT MAX.O.C. RAIL I I TIP TO 6•MAX O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF �I — I TIP --{{-- - SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 6.SHEET 4 8 5.NARROW JOINT SEALANT IS USED ON ALL , -__ - il{ 7T HEIGHT } _ 7171 FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHNG — - A I C STRATEGY FOR WATER RESISTANCE OF INSTALLATION SWLLL BE DONE BY OTHERS AND IS BEYOND THE SCOPE I I I t HEIGHT 7TOF THESE INSTRUCTIONS. JT .1 eUCK 8'MAX.FROM Ili / _ I i � I HEIGHT 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF_SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE MEETING /SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW RAL II /.yI MAX O.C. 17)DESIGN PRESSURES: LI--I A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM � __I- -".' ' T E1300. JT '0 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL TEST PRESSURE.FRAME 9. 5 L--.-B NO ANCHORS REQUIRED 3•MAX.ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANGE FRAME SILL 6•MAX.O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TESTED U NIT) (TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-6479:ELCO ULTRACON NOA;ELCO CRETEFT_EX NOA:ANSI/IP/IPA NDS FOR LD\ WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL GUIDE TO SHEETS: 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 SERIES(FIN FRAME) GENERAL NOTES ._....1 ELEVATIONS......._...._._..__......1 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES._.__..2 8 3 VARIES. NOT RATED FOR INSTALLATION, -•••_.._.4 SEE SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION.INTEGRAL FIN...5 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 8 3. - - CORNER ASSEMBLY............_..._7 -- EXTRUSION PROFILES_-- 8 PARTS LIST-..,..._.._..-..._..._....8 If WIDTH -.-1 I-4.- WIDTH -.1 .-• PRODUCT REVISED { - I u+europtylhgwithWoFHAd� ! ,;.• 8.24 Accegumme`Y1�u. ul/�� Roolood BY Dalt: Rnloioto Doe -"MAI i•1� / I HEIGHT ;`�� 1 O 41/ .%% JJ 10/10/11 2010 FBC NOTE ley %i.Product:, HEIGHT I --_ `5 .•'JOENSr •••s43 i ./rip Revised Ely: DoH: R. n: - I �,4...v • . SGC 05/20/15 5th ed.FBC REV I' *' No.50705 = �_ NMI �_ GENERAL NOTES&ELEVATION J ROSOWSKI 15 �; 1070 TECHNOLOGY DRIVE 1111.: Dela: EQUAL"E PRONE"f0R& 'KN1O"°' "'O1�" "A01 O'EO1"""` i A' .'•.!`LORIOP•'••,0-- N.VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 „, •••• \ P.O. BOX 1529 /r`C'S/ONAI- ss‘ NOKOMIS, FL 34274 Saloo/ModiE Scale: Shoo: No. R4rALHRWakii.PE. CERT , fz996 SH-200 NTS 1 OF 8 j0rOPk9 MD-SH2O0-01 B P.E.S 58705 • TABLE 2: TABLE 1: PRODUCT REVISED Monolithic Glass Types ro complying gill,the Flsrlds MaximumDesign Pressure(ibslft2)for Glass Type A, Fin&Flange Frame A 118"Annealed Buddies Code Sash HeIght2Buddies eDate .1115-/;;Z.2 Wks Maximum Window Width' a 1/8"Tempered :.a � Halghtt (see Figaro A.Ws sheat) 19-1/8" 26.112" 33" 3T 41' 45" 49" 53-1/8" C 3118"Annealed By I ...:,*..,- 23' s/ •j Mi�ml� ..Product"•..i. 23' 11-9118•(Equal Lite) +55.0 -90.0 +55.0 -90.0 +66.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +56.0 90.0 +55.0 -90.0 p 3116"Tempered under 18-9/18' +55.0 -90.0 +55.0 -90.0 +55.0 -76.2 +65.0 45.5 +55.0 -67.3 +50.2 -50.2 +44.6 -44.8 +39.9, 49.9 E 1/4"Annealed ST 18-9/16"(Equal Lite) +55.0 -90.0 +55.0' -90.0 +55.0 -84.2 +55.0 -74.5 +55.0 88.5 +55.0 -81.0 +55.0 57.7 +55.0 -55.0 F 1)4 Tempered = „m war 16-9V18' +55.0 -90.0 +55.0 -90.0 +55.0 -75.2 +55.0 -65.5 +56.0� -60.2 +44.8 44.8 +39.9 -39.9 Y Cl) � - under 15-7/8" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 183.8 +55.0 -58.8 +50.0 -50.0 +44.8 -44.8 +40.0 -40.0 TABLE 3: Q 15-7/r thru 193118"3 +55.0 -90.0 +55.0 -90.0 +55.0 78.7 +55.0 86.0 +65.0 -46.9 +41.3 41.3 Q O �� insulated Glass Types 0 o 19.1/4"(Equal Lite) +55.0 -90.0 +55.0• -90.0 +55.0 -82.7 +55.0 -72.6 +55.0 83.5 +55.0 57.9 +54.2 44.2 +51.5 -51.5 0 118"Annealed,114"Airspace,118"Annealed i Q Z N ser 18114" +55.0 -90.0 +55.0 -87.1 +66.0 -73.4 +55.0 -63.8 +55.0 58.8 +50.0 50.0 +44.6 44.6 +40.0 -40.0 H 3116"Annealed,3/16"Airspace,1/8"Annealed 6 -3 I Q 122 rn under 19-9/18" +55.0 -8t6 +55.0 -723 +65.0 -61.3 +66.0 -65.3 +50.5 -50.5 +45.8 -45.8 +42.01 -42.0 +38.7 -38.7 I 118"Tempered,114" Airspace, Airspace,1/8"Tempered a 0 I 19.9116"Nu 22518'3 +55.0 -90.0 +55.0 -87.9 +56.0 -74.0 +55.0 44.3 +65.0 56.9 +60.1 150.1 +44.8 44.8 +40.0 40.0 - 2 45" 22-enr(Equal Like) +55.0 -90.0 +55.0, -90.0 +55.0 -78.8 +66.0 88.1 +65.0 58.5 +51.1 51.1 +48.0 48.0 +41.4 -41.4 J 3116'Tempered,3/18"Alropace,118"Tempered Q Q -J Z Z Q °0 over22-9116' +65.0 -81.5 +55.0' -72.3 +56.0 -61.3 +55.0 -65.3 +50.5 50.5 +45.8 -45.8 +420 42.0 +38.7 -38.7 T Z Z ti, under 20-1/8' +55.01 -71.6 +55.0 -62.8 +55.0 -55.4 +50.3 1,..-50.3 +45.9 45.9 +41.7' 41.7 +38.9 -38.9 +382 46.2 U U Q 1 C4 20 118"eau 24-1/T3 +66.0 -90.0 +56.0 42.5 +55.0 59.6 +55.0 81.6 +55.0 56.4 +49.3 49.3 +44.6 44.8 +40.0 40.0 FIRE p H <00 48 +55.0 -90.0 +55.0 -90.0 +55.0 -76.4 +56.0 86.6 +65.0 57.8 +50.4 -50.4 +46.0 45.0 +40.1 40.1 CROSS SECTION Z 1 Z < z_ F- 2M9/16"(Equal Lite) (wRH MONOUTHIC over 24-9116" +55.0 -71.6 +55.0 42.8 +55.0 55.4 +50.3' -50.3 +45.9 45.9 +41.7 41.7 +38.9 48.9 +38.2' 36.2 GLASS) under 20-13/16' +55.0 87.8 +55.0 -59.9 +63.3 -53.3 +48.5' -48.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.8 +34.8 -34.8 '- 11) C) - Z NI 20.13/10'thru 24-11/16"3 +65.01 -89.6 +55.01 -80.3 +65.0 87.7 +55.0 -60.6 +54.2 -54.2 +49.0 -49.0 +44.2 -44.2 +40.0 40.0 ' N o SOS/8" Lu 0 243/4"(Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -75.4 +55.0 45.7 +66.0 -57.4 +50.3 -50.3 +44.9 44.9 +39.9 39.9 �I O I 8 Z N over 243/4' +55.0 47.6 +66.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.8 47.8 +34.01 44.8 I (' J = -39.1 +36.0 -38.0 +32.8 32.8 +30.0 -30.0 +27.6 -27.8 Co under 24 15/18" +65.0 -58.0 +43.8 y N C7 +55.0 -75.0 +55.0! 46.0 +55.0 47.4 +51.9 51.9 +47.4 47.4 +43.2 47.3 VISIBLE LIGHT HEIGHT o W Z 61' 24 15/78"lhru 30-5/8"3 +39.9 -39.9 HEIGHT 0 N 30-W16'(Equal Lite) +55.0 -87.9 +55.0 I -75.8 +55.0 88.6 +55.0 -59.7 +53.52=31 -48.7 +43.9 -43.9 tiler 30.9/16" +55.0 -67.8 +55.0 -59.9 +53.3 -53.3 +48.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.8 -37.6 +34.8, -34.8 SASH HEIGHT-3-9/18* N +54.7 54.7 +41.2 41.2 +40.3 -40.3 +37.81 47.8 +34.6 -34.6 +31.3 31.3 +28.9 -28.9 +26.5 -26.5 n under 25-3/4" � rax �,25.314"thin 31518'3 +55.0' 720 +65.0' 43.2 +55.0 45.7 +50.5 -60.5 +48.1 46.1 +41.9 41.9 +39.0 49.0 +36.3 36.3 . -1 +39.71 39.7 x4' 31-9/16"(Equal Lite) +55.01 -83.9 +55.01 -71.7 +55.0 -64.8 +55.0 -68.2 +52.4 -52.4 +47.9 -47.9 +43.3 -43.3 S, over 31-9/18' +55.01 87.8 +65.0 -59.9 +53.3 53.3 +48.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.8 47.6 +34.8 i 44.8 \ c q under 29-3/4' +53.31 -53.3 +39.71-39.7 +39.1 -39.1 +38.7 -36.7 +33.4, -33.4 +30.3 -30.3 +28.0 -28.0 +26.8 -25.8 29-3/4"( 38-5/6"3 +65.0 41.0 +52.0 42.0 +48.2 48.2 +44.0 44.0 +40.1 40.1 +37.0 47.0 +34.1 44.1 +31.4 41.4 d a Ei 73' 36-9118'(Equal Lite) +55.0 -68.3 +55.0' 58.3 +52.1 52.1 +61.5 51.5 +47.0 47.0 +42.7 42.7 +39.6 49.6 +37.01 47.0 over 38-W16" +55.0 -67.8 +65.0 -56.3 +52.1 -62.1 +48.5 48.6 +44.1 -44.1 +40.2 -40.2 +37.6 47.6 +34.8 -34.8 under 31-3/4" +53.3 -53.3 +39.7, 39.7 +39.1 -39.1 +36.7 36.7 +33.4 -33.4 +30.3 -30.3 +28.0, -28.0 +25.8 -26.8 nl `````‘ttlrl��llrrrrr�' 78" 31-3/4"thru 39"3 +56.0 -58.3 +48.0 48.0 +45.2 -37.9 +34.8 34.8 +31.7 •31.7 +29.5 -29.5 NOTES . x '• •....‘94/.4 Ni 391/16"(Equdlfte) +55.0 82.6 +50.8 50.8 +46.3 46.3 +45.2' -45.2 +44.2 -44.2 +40.3 -40.3 +37.7 -37.7 +34.9 44.9- 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1111' mer' h 0 r Tip-to-tip dimensions for large windows shown.For STI windows or tuck dimensions.subtract 1". ANNEALED GLASS(TYPE Al _ o LL ;ip;�y W Y O: jJ 3 Overall sash height.For clear daylight height,subtract 3-9/16". 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAR ABLE WIDTH z:2 x ei s t: 9- 3 Size range includes the standard Pro-Vlew(3-o1er-2 configuration)for the gnen Window Height OR HEIGHT DIMENSION SHOWN ON THE TABLE. :Yl:W� L C For overall sash width,subtract 2-15118"from the buck dimension. '1-••• ''";141'..i.'-'..... , 14/V t'.• •P' ; 'lr.l...11'l0 • TABLE 4: TABLE 2: - I'RUI)UCC REVISE!) Monolithic Glass Types ,,„vlriaa uI, Florid' Maximum Design Pressure(Ibslft2)for Glass Type B-J, Fin&Flange Frame nvlldma Code Sash Height2 A 1/8"Annealed Acccl,( C No �A % 22. Window Height.' (see Figure A,this sheet) Maximum Window Width' B 1/8"Tempered E"'' o.k 9 .%� . 19-1/8" 26-1/2' 33" 37" 41" ! 45" 49" 53-1/8" C 3/16"Annealed By •'r ' _ _ M.1111.•••Product Ca.• A. 23" 11-9/16"(Equal Lite) +55-01 -90.0 +55.0 j1 -90.0 +55.0 -90.0 +55.0 1 -90.0 +55.01 -90.0---.7(71,76-07'75770-1=9-0.09 p 3/16"Tempered under 18-9/16" +55.01 -90.0 +55.01 -90.0 +55.0, -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -84.3 +55.0 -78.0 +55.0, -72.9 E 1/4"Annealed 37" 18-9/16"(Equal Lite) +55.01 -90. 0 +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.0� -90.0 +55.01 -90.0 +55_____I-90.0 -81.1 +55.0. -73.4 1 F 1/4"Tempered cher 18.9/16" +55.0`I -90.0 +55.0 -90.0 +55.01-90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -84.3 +55.01 -78.0 +55.0 I -72.9 R - .to under 15-7/8" +55.01 -90.0 +55.0 -90.0 +55.0 1 -90.0 +55.01 -90.0 +55.0 I -88.5 +55.01 -81.8 +55.0 1 -75.0 +55.01 -88.5 TABLE 3: U) 3B 3/6 15.7/8'thru 19.3/18"3 +55 0 -90.0 +55.01 -90.0 +55.0! -90.0 (+55.0 f-90.0 +55.01 -90.0 +55.01 -87.9 +55.01 -78.8 +55.01 -71.2 Insulated Glass Types 0 u7 O, 19-1/4"(Equal Lite) +55.01 -90.0 +55.0 j -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 -90.0 +55.01 -87.9 +55.0 r -78.8 +55.0 r -71.2 0 " O ! I. ! 11 1 G 1/8'Annealed,1/4"Airspace,1/8"Annealed 4.0 g Z N over 19-1/4" +55.01 -90.0 +55.0! -90.0 +55.0' -90.0 +55.01 -90.0 +55.01 -88.5 +55.0' -81.8 +55.0' -75.0 +55.0 68.5 - - (L' I 1 H 3/16"Annealed.3/16"Airspace,1/8"Annealed 0 _ under 19-9/16" +55.01 -90.0 +55.01 -90.0 +55.0) -90.0 +55.01 -88.5 +55.0 1 -80.2 +55.01 -73.2 +55.0 1 -66.3 +55.0(,-59.7 F- Q I 1/8`Tempered,1/4"Airspace,1/8'Tempered QQ 19-9H6"thru 22-5/8"3 +55.0 1 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 f -89.1 +55.0 I -78.5 +55 01 -70.0 +55.01 $3:b J12 45" +55.01 -90.0 +55.0! -90.0 +55.01 -90.0 +55.01 -90.0 +55.0! -89.3 +55.01 -78.5 +55.0! -70.0'+55.0 -63.0 J 3/16"Tempered,3/18"Airspace,1/8'Tempered W W Q 22-9/16"(Equal Lite) U 0 over 22-9/18' +55.0+-90.0 +55.01 -90.0 '+55.01 -90.0 +55.01-86.5 +55.01-80.2 +55.0 i -73.2 +55.01 -66.3 +55.0,-59.7 Z Z Z tL J I4 under 20-1/8" +55.01 -90.0 +55.01 -90.0 1+55.0 1 -88.0 +55.01 -81.8 +55.01 -75.7 +55.0 -69.2 +55.0 -62.8 +55-01 -57.7 r r U U 0 20-1/5'Wu 24.1/2"3 +55.01 -90.0 +55.0 -90.0 +55.0 I -90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2'+55.0 55.9"+55.0 -59.1 FIGURE A:SASH 49" �- �---r ` 1 CROSS SECTION 0 0 0 24-9/18'(Equal Ute) +55.0, -90.0 +55.0, -90.0 +55.0! -90.0 +55.0 -90.0 +55.0; -84.8 +55.0! -74.2 +55.0! -65.9 +55.0! -59.1 (WITH I.G.GLASS) Z Z W o co over 24-9/16' +55.01 -90.0 +55.01 -90.0 +55.01 -86.0 +55 01 -81.8 +55.01 -75.7'+55.01 -69.2 +55.01 -62.8"+55.01 -57.7 I CL Z Z under20-13/16" +55.01 -90.0 +55.0 -90.0 +55.0 -83.5 +55.01 -79.1 +55.01 -74.0 +55.01 57.3 +55.0' 31.9 +55.0 -56.8 `- r 9 =it in ill 0 50-�8 20.13/18"thru 24-11/16"3 +55.01 -90.0 +55.01 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 1 -83.2/+55.0! -72.7 +55.01 -64.5 +55.01 -57.8 ,!•1 8 N Z 24-3/4"(Equal Lite) +55.0 1 -90.0 +55.01 -90.0 /+55.0( -90.0 +55.01 -90.0 +55.0} -83.2 +55.0, -72.7 +55.01 -84.5 +55.01 57.6 -- o o a = 8 over 24-3/4" +55.07-90.0 +55.01 -90.0 +55.0 r -83.5 +55.01 -79.1 +55.0, -74.0 +55.01 -87.3-+55.0! -61.9 +55.0! -58.8 Z LU N 13 under 24-15/18" +55.01 -87.9 +55.01 -75.6 +55.01 -65.7 +55.01-62.3 +55.01 -60.0 +55.01 -56.5 +53.21 -53.2 +49.61 -49.6l' k / I 1I � 1 I I I SASH U L 0 61" 24-15/16"thru 30-5/8"3 +55.01 -87.9 +55.01 -75.8 +55.0' -74.1 +55.0'I -74.1 +55.01 -74.1 +55.0 If' -85.5 +55.0 57.5 +51.1 1 -51.1 VISIBLE LIGHT HEIGHT Z 30-9/16"(Equal Lite) +55.0 1 -87.9 +55.0! -75.8 +55.0 J -74.1 +55.0 I -74.1 +55.01 -74.1 +55.0) -65.5 +55.0! 57.5 +51.1 I -51.1 HEIGHT m m (D over 30-9/16" +55.0 1 -87.9 +55.0 -75.8 +55.0, -74.1 +55.0 -74.1 '+55.0 I -74.0 +55.01 -65.5 +55.01 -57.5 +51.t 1 -51.1 SASH HEIGHT-3-9/16" under 253/4" +55.01 -83.9 +55.0 f1 -71.7 +55.01 -62.0 +55.01 -59.9 +55.011 -57.8 +54.51 54.5 +51.31 -51.3 +48.31 -48.3 Iwi.i_ ff m a+ 63" 25314'thru 31-5/8"3 +^55� -83.9 +55.01 -71.7 1+55,0`' -69.4 +55.0� -69.4 +5 -69.4 +55.01 -64.5 +55.0� -58.5 +50.21 -50.2 a _^ ' 31-9/16"(Equal Lite) +55.0 I -83.9 +55.0 -71.7 +55.01 -69.4 +55.0! -69.4 +55.01 -69.4 +55.01 -64.5 +55.0! -56.5 +50.2! -50.2 j i (L x - over31-9/18" +55.01 33.9 +55.01 -71.7 +55.01 -69.4 +55.01 -69.4 +55.0! -89.4 +55.01 -64.5 +55.01 -58.5 +50.21 -50.2 j All (V - v under 29-3/4" +55.01 -68.3 +55.0 -56.3 +52.1, -521 +51.5, -51.5 +51.5, -51.5 +51.51 -51.5 +50.01 -50.0 +46.4 -46.4 l V t� 293/4"thru 36-5/8"3 '+55.0 1 58.3 +55.0, -56 3 +52.1. -52.1 +51.51 -51.5 +51.51 -51.5 +51.5 -51.5 +51.51 1 -51.5 +46,4,, -48.4 -TV- bi 73' 38-9/16"(Equal Lite) +55.0! -88.3 +55.01 -56.3 +52.1 1 -52.1 +51.51 -51.5 +51.5 1 o -51.5 +51.51 -51.5 +51.51 -51.5 +48.4 -46.4 over 38-9/16" +55.01 -88.3 +55.01 -58.3 +52.11 -52.1 +51.51 -51.5 +51.51 -51.5 +51.51 -51.5 +51.5 -51.5 +46.41 -48.4 \`1 \`` IIIIi111/, under 31314" +55.0 t-62.5 +50.81 -50.8 +46.31! -48.3 +45.2! 45.2 +45.0 t 45.0 +45.0! 45.0 +45.0, -45.0 +45.0! -45.0 ti� - -- s` 3 c .. 78" 31.3/4"thru 39"3 +55.01 -62.5 +50.81 -50.8 +46.3 1 -46.3 +45.2 1 -45.2 +45.0! -45.0 +45.01 -45.0 +45.01 -45.0 +45.01 -45.0 NOTES �e-,•'. 39-1/16"(Equal Lite) +55.0 1 -62.5 +50.61 -50.8 +46.31 -46.3 +45.21 -45.2 +45.01 -45.0 +45.01 -45.0 +45.0 1 -45.0 +45.01 -45.0 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS _ :'4' o A O Iii... Q' g 1 TYPES B-J.NOT APPLICABLE WITH 1/6"ANNEALED GLASS(TYPE A). _ Z, d.IU O:Z 51 Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1'. _ Z:if ,n .� 2 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR j v O �rn 4; --s ui Overall sash height.Fcr clear daylight height,subtract 3-9/16". oZ CO d 3 HEIGHT DIMENSION SHOWN ON THE TABLE. -y•._� ; cO`-, Size range Includes the standard Pro-View(3 over-2 configuration)for the given Window Height �0.• (` 4 For overall sash width,subtract 2-15/16"from the buck dimension. "% ?4• •• . • Q)\.` ,,��'b/1IrIIrP���` CONCRETE/CAd1 PER TE/CMU PER ANCHOR_INSTALLATION DETAILS FOR FLANGE FRAMES PER ANCHOR PER TYP.ANCHOR OPTIONAL ADDON(.;.-i) EMBEDMENT '� REQUIREMENT 0 TYPE. EMBEDMENT AND INSTALLATION FLANGE fig I HEAD, SILL i JAMBS "F IH-MAX 41 ® EDGE DISTANCE OPTION 1 �- SHIM PEit sussTRATE' CURVED HEADER EOOE 0 �� SEE TABLE 6. INSTALLATION INTO WOOD I� gSTANCE THIS SHEET. 2X,SEE NOTE 2,THIS SHEET.�� _=`��`�� 1 • •' -- - III JJl n$= EJ+----+ II ��en ��1 • '� ammo�� j1 0 EMBEDMENT __ __ —• TYP.ANCHOR EDGE 111. 11111 I/47T r �.471 �1/P MAX MAX EMBEDMENT EDGED .•• .... 0 —SH - • DISTANCE 1 © � SHIM DISTANCE PER -r__ _- J TYP.ANCHOR TYPE. SUBSTRATE, I '• EMBEDMENT AND SEE TABLE 6. -I 1.4es• EDGE DISTANCE 1 THIS SHEET. !, ©© 0 EXTERIOR INSTALLATION PER SUBSTRATE, INSTALLATION OPTION 3 1_—1 Q SEE TABLE 3,THIS INSTALLATION SHEET. OPTION 1 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS VISIBLE STRAIG1iT HEADER OPTION 2 — BUCK WIDTH THROUGH 1X BUCKSTRP LIGHT INSTALLATION ONTO INSTALLATION INTO MASONRY' HEIGHT 0 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY - - TIP-TO-TIP WIDTH 30 REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A-A © EGRESS FORMULAS TABLE 6: Mr MAX.SHIM (EQUAL-UTE) r= ` 112 STEEL - iiii�/ Anchor Anchor SubeUeb Mlo.Edge Min.`.`.■ SELF-DRIWNG / Group Distance Embedment WIDTH:TIP-TO•TIP WIDTH-4' l _4.P SMS(05).SEE / A 1/4.410 S3 CreteFlex Ungrouted cMu.(ASTM cm) 1314' t-1/4• HEIGHT:TP-TO-TP WIDTH/2-6-511W 2.75r Q O TABLE SHEET5.THIS I P.T.Southern Pine(SG••.65) W1T 1- VISIBLE LIGHT FORMULAS so /� �` `CK {t2 Steel SMS Alumin m,8083-75 min. 3/8' 1/8'• (EQUAL-LITE) HEIGHT EXTERIOR u1 I({EITHERSE ,OR INSTALLATION _u ., ,111 ' sae,,(Gs, steel Stud,Gr.33 min. 0.0348(z0 Ge)• WIDTH(SASH):TP-Tome WIDTH-6-1n6• G`1 BOTTOM LOCK' OPTION 4 B A36 Steel 31B" U8'" WIDTH(FIXED):TIP-TO-TP WIDTH-4• TIP-TO-TIP is f f ({11).TESTED INSTALLATION lillifr: HEIGHT:(TIP•TO•11P HEIGHT•7-1/16'y2 ©UNIT LOCATION: P.T.Southam Pine(SO=.65) 1' 13/8'HEIGHT �'�`' 6.f'/B•FROM ANCHORSI I��•,y,I' DIRECTLY WTO U4"410 SS CreteFlex Concrete(min.3.35 keq 1" 1" I i © __ I �[ Q VEM f34D. METAL . Ungraded CMU.(ASTM C 90) 13/4' 1-1/4'VISIBLEIrO / / W. ` © P.T.Southern Pine(SG•.56) 1" 1-3/W LIGHT © C 1k'Steel Utrecan Concrete(min.2.9 kat) 1" 13/8' HEIGHT DADS APPROVED MULLION, ALUMINUM.STEEL FRAMING OR EXTERIOR Ungraded CMU.(ASTM C-90) 2-112' ALIW1-114" T .,I e STEEL STUD.SEE SUBSTRATE •MINIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1 NOTES PROPERTIES•TABLE S•THIS SHEET. v _ � ... rq 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE TS.ANY INSTALLATION OPTION 0 SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2.264' 0 2)MASONRY ANCHORS MAY!1E USED WTO WOOD AS PER TABLE6,THIS SHEET.ALL WOOD BUCKS LESS IRAN 1-1?THICK ARE TO BE CONSIDERED 1X WSTAUJIT2X WOOD IIIPO lIX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.12'THICK OR GREATER.1X ANO 2X BUCKS PRODUCT REVISED BUCNST E 2. 2/ (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE in complying with FloridaqqI SEE NOTE T. ENGINEER OR ARCHITECT OF RECORD. Amioace 14o THIS SHEET. ,�— �t11111!!!ry Bs � wa Dete -"TN= �• j j�� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO ��'# LYNN r'7i Robb D` Deb: Rbbiere Dy. J/..1 •.1 If MEASURED FROMREFERRED TO AS DBEAD DAYLIGHT BF�inia `,��\....`,v10ENSF'`.F�- . JJ 10/10/11 2014 UPDATE 13y .:�E �, \\\\`\\� `— 1/4'MAX SHIM _ Y ••.'Q' /��y Rovieed 6Y Wt.- WrYNn: : No.50705 • _ 05/20/15 TABLE 5 NO ANCHORS CONCRETE PER = = D' REQUIRED IN �� FLANGE •• • • •� • REQUIREMENT "-D.• s,•' ,� FLANGEaFRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL -p0' ST TE OF AL/` Deb: '' C. •• FL0RIOP '..( - 1070 TECHNOLOGY DRNE nee: N. VENICE' n-34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 _ �', .9p-,NAL 0,.• P.O. X 1529 52274 yop� Snob Shoot Drawing No Real VERTICAL SECTION B-B A.LYG{JitiliER.PE. SH-200 NTS 4 OF 8 MD-SH2O0-01 P.EA5e705 CERT.OF AUDI. 029296 — • E GE INSTALLATION DETAILS FOR FIN FRAMES EDGEj"--- DISTANCE -.- UV MAX EDGE TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE DISTANCE EDGE DISTANCE PER SUBSTRATE.SEEI 111'MAX SIiIAA TYP.ANCHOR TYPE, EMBEDMENT AND EDGE I"' I' 2X WOOD.SEE TABLE 6.THIS SHEET ^- O NOTE 2,THIS DISTANCE PER SUBSTRATE. 2X WOOD,SEE NOTE 2,THIS SHEET SEE NOTE 2, I SEE TABLE 6.THIS SHEET. SHEET INSTALLATION I EMBEDMENT ' OPTION 5 J� EMBEDMENT ..1----_ _ THIS SHEET HORIZONTAL SECTION CC=C O CURVED HEADER EDGE EDGE ��� SEENNOTTE2, ® / INSTALLATION DISTANCE 1 I DISTANCE I,.� THIS SHEET 0 Bt ) I ANCHOR(SCREW)HE FIN '=,� EDGE I • ® a m _ EMBEDMENT THROUGH THE FIN EDGE �J Z�� :-.... .010 ,.... DISTANCE DISTANCE '� .fie 1 � ..�'�'C ' -- F - EMSED1MEHT I III NII ��� . ........_ 41 1/4"MAX SHIM 1M'MAX SHIM 1 1 11 J 0 OTYP.ANCHOR TYPE, EMBEDMENT AND TYP.ANCHORTYPE, �� INSTALLATION 1.4W EDGE DISTANCE �•: 0 EMBEDMENT AND EDGE ) li PER SUBSTRATE. DISTANCE PER SUBSTRATE. ^ DATION 8 SEE TABLE&THISSEE TABLE 6.THIS SHEET INSTALLATION ` -- �' INSTALLATION ANCHOR SHEET. OPTION 5 © J (NAIL)THROUGH THE FIN INSTALLATION INSTALLATION 3 EXTERIOR VISIBLE0 LJ LIGHT Cr, OPTION E ANCHOR(SCREW) VISIBLE LIGHT WIDTH STRAIGHT HEADER HEIGHT THROUGH THE FIN 0 CREW)TH INSTALLATION BUCK WIDTH EGRESS FORMULAS 1 ,L (SCREW)THROUGH THE FIN EQUAL-LITE/ WIDTH:BUCK WIDTH-3- J. .� MULLION SECTION _ HEIGHT:BUCK HEIGHT-5.13/18" 0 '7 -F "AV* RADE APPROVED MULLION.MAYBE Ir11�`ruoo� Q 0 VERTICAL OR HORIZONTAL.MAX. , {too VISIBLE LIGHT FORMULAS ESR .I INSTALLATION % 1/4•SHML SEE SUBSTRATE f ) EQGHT FTE OPTION 7 / PROPERTIES,TABLE 6.THIS SHEET. _ WIDTH(SASH):BUCK WIDTH-41ns- 2.75r USE EITHER • BUCK LATCH(0 29)OR INSTALLATION I WIDTH(FIXED}BUCK WIDTH-3' HEIGHT 0 BOTTOM LOCK ANCHOR(SCREW) 1!/'MAX SHIM 0 HEIGHT:(BUCK HEIGHT•5.1/18')/2 (^�F ��f, (111).TESTED THROUGH THE FIN % EXTERIOR V '� UNIT LOCATION: / ' ' • WITH FIN Al L .1116-5tr FROM 0 END. 119 STEEL 1 L�- . REMOVED SELF-DRILLING I I TABLE 6: VISIBLE SMS(GS) , }� r' Mchor Substrab Distance Embedment LIGHT HEIGHT 0 /P I�� _ I / 2-1/7 x.113"Box Nal P.T.Southern Pine(SG..55) 1/2" 2-7/18" ROL_7:1 EXTERIOR 2-1/2"x.131"Common Neil P.T.Southern Pine(SG-.55) 9/18" 2-7/18" t;: 2-117 x.115"Roofing N911 P.T.Southern Pine(SG•.55) 9118" 2-7118' 43 'L} P.T.Southern Pine(SG-.55) 3/4" 1318' Ahxnkem,6083 T5 min. 3/8" 118' 2.254' ALUMINUM/STEEL FRAMING OR STEEL R10 Steel SMS Screw(Ge) 31 STUD.SEE SUBSTRATE PROPERTES, Steel Stud,Gr.33 men. 318" 0.038 PRODUCT REVISED i O TABLE 8,THIS 6HIEET. A38 Steel318" 118" "° 1ioewith Ni FbrWe NOTESBuilding Oode '1 TEAL 1)USE ONLY SUBSTRATE `1111 I Il(�141 K1M OF 3 THREADS BEYOND THE METAL SUBSTRATE. Aecc e -"IT11S �` 1N'MAXSHIM APPROPRIAON TABLE 6 0FTHISSNETE ANCHORST LISTED \,``.\�ONYCENS 1.1 Kw 4'i..'�i RwbiO B. DMS: R oe. Miam'� P�•I/ TYP.ANCHOR TYPE. :] [ FOLLOW EMBEDMENT AND EDGE �`.'- v F'•. q s ro..._..... JJ 10/10/11 NO CHANGE ,n=3 EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY *.' - Rni ed(y. Does Amid= DISTANCE PER SUBSTRATE, I,+ yam- DISTANCE INSTALLATION OPTION SHOWN _ No.55705 = SC 05/20/15 NO CHANGE SEE TABLE B,THIS SHEET. 1�+ MAY BE USED ON ANY SIDE OF THE _ - I�� EDGE wINDow. v : FIN FRAME INSTALLATION DETAILS J ROSOWSKI DISTANCE :73 ..G`' � 7.Z. 15.:Q- INSTALLATION - mom 2)2X WOOD FRAMING OR BUG(. ;Q •, 'BfA E OF /v OPTION 6 EMBEDMENT --� 1.112'THIK K OR GREATER. :.(�•'•.--tOR10P,-- \\ - 1070 TECHNOLOGY DRME TRIS Gots INSTALLATION ANCHOR 2X WOOD,SEE NOTE 2.THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT �'. .. �G�, N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 (NAIL)THROUGH THE FIN , UNAL ev:os P.O. BOX 1529 (ALSO REFERRED TO AS DAYMGHT r 0/11110" NOKOMIS, FL 34274 Sedivuod.: Scots Shoot: Drawing No. Roe. VERTICAL SECTION D-D BEADING TOBEADIN0.DfROM A.LYp,j eyRPE. CERT.OF AUTH #29296 SH-200 NTS 5 OF 8 MD-SH200-01 B O a 43 ITf i I T y ° i dpi -. 4 q R L1 1' 1 4 & m - f, a :1 i. A Q° ' fliHH l Ifl( Uifl F.i Pi Iltil ! Z !: NNNNNNNNNNNN NNN AEMi T YC mA § gr : : : : : : : : : : : : : : I: : : . . . " - - - - . . . . . . ::: >; 1111 Ill � If 188111N11 BBBBBBBBB 888 BBBB 1111MRP4 C I o 5 p �S 011111111111 1 m 1Abort MR6Mow MR ' g ; t888888888 BBBB!!BBlBB Biiiuui 888888� I' Ill 11 111111111 11111 IF1HII :H AM g in BBBBBBB88BBB Bl888BBB8!!BB 888 8 y _ E iii . 5' '''' Ill / F:lit - :/) I. BBB888 BBBBBB88B888 BBB88! BBBB ADovr MR "Mlow MR 'Aos IB B BBBBBB EilliBB88! BBB 8!l8BEBBEHB ; 0 4, Z1191:11" 111111111111111111111:1111 :84wq h01111I11111,hI11 ,11111 mil N 1 � BBBBBBBBBB _BBB8888B8 Hp E Y Y Y N Y N • N N Y • N N Y • N N Y Y N N y Y N N Y Y N Y N N Y y N N y N N N y N N Y Y N N N .. N N N y N N N Y 6 N�N N y N N fl N 6ebw MR 1 AI P J----- 1-.- i 'q, --1/ r il! ! �i1 '`„tll it,,,,l -Mvb.0 6y. Dote: Rw4on: Lro.e*: o •``\‘���NY................. JJ 10/10/11 NO CHANGE J ROSOWSKI F` 111111e Pte•.•• VGEN$F •.,tr,➢ '� rio-, .—. ./�' _ MMbn Dre.n Deer "P' n *. SC 05/20/15 NO CHANGE 05/11/11 .-W] • No.56705 _ .1 a l< ` T orearkte�� `���� � � T �r5/u/►S :'cr_ ANCHOR SPACING ; 3 ' . � I ....,9.c.,.-.. STATE OF (V�: 1070 7EGMOKIGY ORNE er. '•.F,.ORIOP•••• \?: '/ BOX 3`2'5 SINGLE HUNG WINDOW INSTALLATION i N '",'ZONAL�NG\` P P.O.(O l.34274 3.6.44"°R1-4-2n0 .,t y ,,,t: soew: weer -awing P . Rev. .1 PE• CERT. OF AUTH. /29296 SH-200 NTS 6 OF 8 MD-SH200-01 B PRODUCT REVISED a complying with the Florida 6 Code - O _:...22 ANGLED/CURVED ANGLED/CURVED D . ''' '14. FRAME '+ FRAME Dr a,;, 0101"fj ,r ASSEMBLY �,'i1 90°CORNER ASSEMBLY . 0 '' FRAME — ...• a . �1 ASSEMBLY ` ASSEMBLY a `'III 0 0is 4 k.. .... co 1//10 _I 0 II NOTCHjJ0 :°dA4 i ce 00I ; EACH E©_ I Its MgWITH FRAMEQ0WELDSAT , FRAME SIMIUIR WITH FRAME Z Z y' O i WELDS AT —IQ co SCREW BASES = SCREW BOSSES Z ASSEMBLY DETAILS FOR a a N 0 Z' ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR o o 0 FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL c o 9 Z o uj N . Z D C/) 12'NOM. 12'NOM. - _ GLASS STACK GLASS STACK 1/4'AIRSPACE - 3/1r AIRSPACE Y IN 0 1/13'ANNEALED OR _ 3/113'ANNEALED OR 1/4'ANNEALED OR US'ANNEALED OR 3/16'ANNEALED OR . r„. a TEMPERED GLASS -I TEMPERED GLASS - TEMPERED GLASS - TEMPERED GLASS 1/6'ANNEALED OR TEMPERED GLASS 116'ANNEALED OR _TEMIPERED GLASS TEMPERED GLASS � xe o- 0 0 0 0 0io ° 0 .11 0 8.. e. ! GLS•9 DINE Arr. gJISS&TE I GLASS DITE % ' ,3/Er NOM. �� ., r 3/6'NOM. )�7 c 0 0 38 >< ,l 0 GLASS BITE :� ©0 0 0 0 0Fri ° , ,11,17111/ �`1 2i3Ni "" •. .9'; ; OBJ i'. a. F, 0,_-,;:.,*,--6 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL_ 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL - N r� 11 aLL -6a GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J - 2•Z n i O��•• ... Q-`' Nb .` • Item POT POT Part= Description If Dwg = 1 - 2.000• 1 2703E 82703EW Flange Frame Head •• 2 2751B 62751BW Flange Frame Sill F� 2.000• [ 1 -5150' y •ter F I 3 2781 62781W Flange Frame Jamb Ae2• .500. I osr +.+�• 4 2713 62713BW Integral Fin Frame Head 2.800' 2.000' 1 5 2714E 62714EW Integral Fin Frame Sill oso• 1 — 6 2782 62782W Integral Fin Frame Jamb h 7 2706 62706DW Sash Bottom Rail � psp 8 2707 82707CW Sash Top Rail •500' I - 1 9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD r 1-- _060Z�• .050- �r -4I� 10 2709 62709CW Sash Side Rd 6063 -m'�M 1 2 __ 3 FLANGE FRAME SILL FLANGE FRAME JAMB INTEGRAL FIN FRAME HEAD 11 2740B 742740AW Sash Bottom Lock 8083.78 ALUMINUM 8063-T8 ALUMINUM 0 8063-15 ALUMINUM 12 2785 62785W Sash Stop J 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb,Flex PVC 70 ►I 21 1682C 71662CW Head/SIA Gasket.Polyethetyne 2•�• 3.226 '� f' .IT6• I 22 1270 7PAD118 Open Cell Foam Pad 1.125' 050. Y I- tier { 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC per �i f'VJ I 24 4066 840666 Wstp.,187 X.230 Fin Seal l Leer taw 2784 72784W Sash Side Rail Gasket,Poyethelyne �� 2000' ' _ 1 l_,1 t .082--.- 25 -q1 ..... -f- 0 26 1078 712111M Balance Take-out Gip +•t26 •976 1 �� , J 1 ~f ' eos3 re AU:M�MIUM 27 Varies per Size Balance t 1 Nis � I -y -•.~ 050' --�'1 .826• �+-- I 28 2711 42800W Sash Cam,Nylon ��11 29 1096 71096W Sweep Latch.Zinc 2.056• . 050• J f.-- INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB SASH BOTTOM RAIL SASH TOP RAIL 30 1016 7858W W #8 X.825 Ph.A.SMS Latch Screws O 6063-78 ALUMINUM O 8081T6 ALUMINUM O 60063.78 ALUMINUM 0 8063-T8 ALUMINUM 31 1267 71287N Selling Block 1/8"x 1/2"x 1',EPDM 32 6DURAK316 Duraseal-3/18" --4-11-4- .oar 33 6DURAKI4 Duraseal-1/4" oar 34 Sash Bottom Lock Spring , --1- 35 r35 Screen Cloth,Fiberglass t582" ,187' 38 Dow Coming 899 Silicone Glazing Sealant .oar -' 060• r .030• i.828• .874• � A 40 1625 61625B Glass Bead(1/8"Glass) _1- I 41 2719 62719B Glass Bead(3/16'Glass) f -"I e26 l - 062- +.tsr { 42 1263 61263B Glass Bead(1/4"Glass) D 07E' III��� FIXED MEETING RAIL SASH SIDE RAIL SASH BOTTOM LOCK RAIL SASH STOP 43 1253 6VT48B Glass Bead I.G. 06063-T8 ALUMINUM 10 6063-T6ALUMINUM t1 6063.76 ALUMINUM 12 6063.75 ALUMINUM PRODUCT REVISED ( ) comNrinl.rHr the Florida 50 781 POA =8 X 1"QUAD Pn SMS Ade corp'I00<«PI.ncN.No 8.22 51 781PSTX =8 X 1"Sq.Pn Twin Fast SMS-410 S.S. `10%11111,0i, ems+""°"Dab -1•R '2c4 52 1184 781LHPQA 88.15 x 1 LH Twinlast Screw Zinc `�•��pl1�`C...FM/. //, 1.,�i - en+rd Dodre IMrw.rod I)y Jo! :,� �1140,,„„ JJ 10/10/11 NO CHANGE Mimi. Product control, 53 1186 781LHPQX 88-15 x 1 LH TwInfast Screw Zinc(S.S.) ,$....•• *; - *Mod a7' NW Ia"+.Ion, 54 78X1PFTFUA =8 X 1"Ph Fl u/cI.d SMS * No.58705 Sc 05/20/15 NO CHANGE 55 78X1FPAX #8 X 1"Ph Fl-Stainless Steel - * _ i e Os.tnirlon: Drawn si 60 1/8 Annealed or Tempered Glass :-.1.x,:•, . .__,_-•:7--.--.:1..•CC , _ BOM&PART DETAILS J ROSOWSKI 81 3/16"Annealed Or Tempered Glass '�O •• T �•'��; 1070 TECHNOLOGY DRIVE TBM: De 62 1/4"Annealed or Tempered Glass % �� ONM.PtorooP.•''- .. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 63 1/8"-1/4"Air-1/8'An.or Temp.I.G. ''S,'s/�1cun1 o NOKowBOXLi34274 �j�a Shoot: 84 1/8"-3/16"Air-3/16"An.or Temp.I.G. A LYNNtiJI(I.ER.P.E. Droving Row P.E168T08 CERT. OF AUTH. /2I2I6 SH-200 NTS 8 OF 8 MD-SH200-01 B ! -..„... .........v...u.Uuuu..,�,.V1ei�Iirpr app au.aspx'tparan wGEVXQ... 1v a e l - Ii. -ik`�7'' 4 J X, 4 'Lt1Yi,lav„y�rec42:T S,j, i'°,I tiHh..i'.QT'S.'W:'.;-.0i ti. _ F iT,ll ;1- v ..A 9 by ' 1S �:.; i,5,I v 3 i`iCr LI ifs-� 'S yq r {e F1' ''7Fi17A0�ST4V'�.JfA i tis t( i.. ev i ) x t 72- n/_e�may(/ S..,;-7,::(53,,, , - n`, ie tir: f:..tr� \ 4•'R�j It 4 f�- �IS �' \ Ij! T � '.ltA"� � �4 `� i �4 � �„� u .„.,,,,.-7,.1n 's8�i F6 e� storial.,R 'r 1,1tion , �. � _ G� � : 1 r , Tt fi,r� (�' k 'S tK' A..o t"r� 7 ria �-.,,t�<a y .ri r`�ca r t ,r�”' i 13.,1 t fin yfw �. J�uJr :. , 1 "'rK �,. ..: .,4: f, F ;/ - i.+ W ,�k..�riWtl; lti fr L'� : 4 U .., •+t. '.> FlaldaDepartmentcr ACLS Home I Log In 1 User Registration HotTopics I Submit Surcharge I Stats&Facts I Pubka • Q s I FIX SWR I�Bc Sxe Map I Isi Is Search�I Busines 7 Professila l T Product Approval ; a USlR.Pubk User Regulation • ,a. Product Annrovel M / ; - �r Uunse¢ffld¢ndy Acgufam(airy. �S>product or Anokathn SeArrb>Aookatbn F ki>Application pets! / i s C'• . 4 h . �`�y t 1)314'. / l Ii /J � `1�r4�Fi FL# FL15225 �'�:� •�'% a�'w>, �ra..�:�;kf' Application IYpe ��: i.,. New r 0 ,, ;., v3 a?; Code Version 2010 \' Application Status Approved �^:� *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived r- Product Manufacturer Therma-ll-u CorporationIVED Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 a� (419)298-1740 siasperson@tttechnoiogies.us . BY. Authorized Signature Vivian Wright rickw@rwbidgconsuita nts.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By Ryan J. King,P.E. F Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 - 1997 _ ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 3 4/10/2012 2:31 PM o--a •r "rY_uu.ua1JAi JC11WIit"VX�... • Date Submitted 02/20/2012 Date Validated 02/22/2012 Date Pending FBC Approval Date Approved 02/29/2012 Summary of Products FL# Model, Number or Name Description 15225.1 a. "Classic-Craft"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No g y FL15225 RO C CAC 15225,1 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.1-68 8 Door 15225.1-80 (8'0 Door Products) and INST 152Products), 5)68M (6'8 FL15225 RO II Inst 15225.1-80.pdf Door Products Direct to Masonry)for Installation FL15225 RO lI Inst 15225-68M.pdf instructions. (Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt, P.E.43409 E1300-04) Created by Independent Third Party: Evaluation Reports Yes FL15225 RO AE EVAL 15225.1-80.pdf FL15225 RO AE EVAL 15225-1-68,pdf FL15225 RO AE EVAL 15225-68M.pdf Created by Independent Third Party: Yes 15225.2 b. "Construction Series"and 6/8 Opaque Steel Door with and without Sideiltes.Inswing "Benchmark by Therma-Ti-u" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No g y FL15225 RO C CAC 15225.2 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.2-68(6'8 Door Products)and FL15225 RO II Inst 15225.2-68.odf INST 15225-68M (6'8 Door Products Direct to Masonry)for FL15225 RO II Inst 15225-68M.odf installation Instructions.(Note-Glazing Shall comply with Verified By: Lyndon F.Schmidt, P.E.43409 ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225.2-68.pdf FL15225 RO AE EVAL 15225-68M,pdf Created by Independent Third Party:Yes 15225.3 c. "Fiber-Classic"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No g y FL15225 RO C CAC 15225.3 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.3-68 (6'8 Door Products),INST FL15225 RO II Inst 15225.3-68.pdf 15225.3-80 (8'0 Door Products)and INST 15225-68M (6'8 FL15225 RO II Inst 15225.3-80.odf Door Products Direct to Masonry) for installation FL15225 RO II Inst 15225-68M.pdf instructions. (Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt, P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AR EVAL 15225,3-68.pdf FL15225 RO AE EVAL15225,3-80.pdf FL15225 RO AE EVAL 15225-68M.pdf Created by Independent Third Party:Yes 15225.4 d. "Premium Series"and 6/8 and 8/0 Opaque and Glazed Steel Door with and "Benchmark by Therma-Tru" without Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No g y FL15225 RO C CAC 15225.4 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.4-68(6'8 Door Products),INST FL15225 RO II Inst 15225,4-68.pdf 15225.4-80 (8'0 Door Products)and INST 15225-68M(6'8 FL15225 RO II Inst 15225,4-80.odf Door Products Direct to Masonry)for installation FL15225 RO II Inst 15225-68M.odf Instructions.(Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes 3 4/10/2012 2:31 PM ' *6 Id I Evaluation Reports FL15225 RO AE EVAL15225.4-68.Ddf FL15225 RO AE EVAL 15225.4-80.Ddf F115225 RO AE EVAL15225-68M.odf Created by Independent Third Party:Yes 15225.5 e."Smooth-Star"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.5 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.5-68(6'8 Door Products),INST FL15225 RO II Inst 15225.5-68.odf 15225.5-80(8'0 Door Products)and INST 15225-68M(6'8 FL15225 RO II Inst 15225.5-80.Ddf Door Products Direct to Masonry)for installation FL15225 RO II Inst 15225-68M.Ddf Instructions.(Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL15225.5-68.Ddf FL15225 RO AE EVAL15225.5-80,Ddf FL15225 RO AE EVAL15225-68M.odf Created by Independent Third Party:Yes 15225.6 f."Premium Series","Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series"and"Benchmark by With and without Sidelltes.Inswing and Outswing Therma-lYu"with Transoms Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15225 RO C CAC 15225.6 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.6-68(6'8 Door Products)and FL15225 RO II Inst 15225.6-68.odf 15225.6-80 (8'0 Door Products)for installation FL15225 RO II Inst 15225.6-80.odf instructions. (Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL15225.6-68.odf FL15225 RO AE EVAL15225.6-80.Ddf Created by Independent Third Party:Yes • CEE i= Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EED employer.COOyrloht 2007-2010 Stat of Florida ::Privacv�atement::Accessibility Statement::Refund Statement Under Florida law,e-mail addresses are pubic records.If you do not went your e-m all address released In response to a puboc•records request,do not send electronlc mal to this entity.Instead,contact the office by phone or by traditional mak If you have any questions regarding DBPR's ADA web accesslbety,please contact our Web Master at webmaster5edhorstate.fl.uq. Product Approval Accepts: °Y1® Ed g--..,,- sctUri _utI.T1:ICY rig:::) ol:: fedig rr de 1" .u,,,1. 3 4/10/2012 2:31 PM • THERMA.ITRu 0 4 10550"MAX 68.57MAX. n e FRAMEwent OVHI /11 -^n ;m tv 1 • THERMA TRU DOORS ©©©�IIIII —02,17" 2 1 1 8 INOUS R IAL DR.,EDGERTON,off 43517 I Z I�.�I �-�11 11��.-_�I laig4e: _ " I'F-T Lr"-il Lf_i ► _il LC•_-51 fI-1 t ;_-,---; 'i_' >.i ZO s I I I I ,,,,---r, r i r� 5nm 2 `'v Smooth-Star"and "Benchmark by Therma-Tru" -, '' II '' '' I' , I' m "a: v= II II ;r?� fl I -II Ii i' H,I I, , I, 11 rl II I� II• © ri i. Ii , Ii 'i I ,' S d f b S 5 6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS _ I' 'o ',.)-_-4 Ii�111� 1/-A111--A1 ' ' ' I 1 �� Cy I' ,I © it 11 ;I it m 6a$c r W/&W/OUT SIDELI ES Ark ii © '; e I I z INSWING/OUTSWING $ © II ;; 11-,--111, 11", �F'�; 11 a © �; I •;1 ' ; c II q II rI I' II II 'I II 'I II II II II II I 'I $ • INSULATED FlBERGLASS DOOR WITH WOOD FRAMES 1 :1-_-:: I 1, 1' 'I rr y 10 y ,, I, , , , :I 11=-y 1��1 1��1 C'.�1 1�-�I IJ-_-4 '' I 'L----'' I u �o • 0©© ^©Q 0©© �QQ x us GeneralNotes v►vv I 471747 1. This product anchoring drawing has been developed in compfawrl nce h the 2010 Aorida 01747 001 o i n Building Code(FBG(excluding the'High Velocity Hurricane Zone',See the Certification w/w/SIDELRES 010ro SINGLE w/STDELrlts OXO Agency Certificate far saes,specifications and ratings MAX DESIGN PRESSURE MAX DESIGN PRESSURE • g§ +55.0 -55.0 +40.0 -40.0 �� W 2 Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam brick and other wall coverings Li 7450 MAX S3_0(7'MAX o a 37.57MAX OVERALL WIDTH OVERALL WIDTH o D: 3. Wood screws en eat be rt o be i follow ng owinafas instructions moons Df f AF&PA NOS 2005. I.— ©©v ©©©AAotherfastenertypestobeirutonedfoflfastenermanufaciskon © m • instructions. • 4. Fastener embedment depths,edge distances and center-center distances shall be as r 5' '�S t� iti '1 is _� Fl specified by the fastener manufacturer but in no instance shall they be less than shown In I © '4--T :FP, © Q ,.:r :FT. ,moi, Ii 1,5---r, � V this drawing. .,I I, ,I ,,. ©o.H. © .,I I, I , rr /, 1, h , I r i o m © Ii iI Ii i 'ii II �� _' Ii iI Ii iI Ii i' 'i i' Ii i' z _ ,I I� iI i iI Ii it r( 1© .II II II Ii ,I o 5. Where shims are used,they must be a'rigid/still material that complies wrTh the i w •I`i' '`� ©o.H. © it �ti, �t j, ,t�, li ,' e Ltt- e' ' requaemerrts of the 2010 FBC © •• $u- VP! I��I ,'S=jI IF'fI (F-T, F--71 0 II iI • negative ', I' 'I I. p rI Ir is SI II II II II I��I �� 0 6. Positive and eslgn presstLre requirements for use will this drawing shall be , ,I ', ,' 1 r r r t r r I , , I I , I determined by others for spedfic jobs accordance with the governing code I �I el 1 I I II ' III II ,I I, I I I I I f i&--S �i: , Iii/ fir 4--4, I�41 �-5) u ► i . ► ► ? 7. Site conditions not covered by this drawing are subject to further engineering analysis. k�k 5. tAELEOFCOMFMS 000 grik irk 0k ©©", 0©© 0©0 A F v�ry v►4vv vvv " SHEET It DESCRIPTION SINGLE X DOUBLE 1 Typical elevations.design pressures&general notesXX � MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE nae Z a I 2 Buck anchoring 4•67.0 47.0 +55.0 -55.0 +40.0 -40.0 N.T.S. 3 5 ' 3 Rama anchatklg i 4 Frame anchoring 3 bel of materials OIQ.81 JK n 5 Hartaontd S vertical cross sections IffI WOE HARDWARE MFG It SERrES CHC.et IFS i i, , 6 Vertical OraSS sectionsI MD:SUSIGNATURE SERIES LOCH ORMINO rqs R KWIRFA SEFSLGNAPJRESER7FS 750 DDOOLr FL-15225.5-$$ H t ` D slur 1,of 6 A -4' 4' 4" \ zy 4+ 4• I I 8" I 1-1. ::`.'!.¢•+::•.1':+{: 4• [--,4' j " I I 4• ;.i; I.1 11 1 1 11 1 1 I__ v•'• 'H I I I a:`. i t -T T..: I II I I z fl o s� . I I `MUWON I' `MUWON 11 `MULLION $n o. d MASONRY- 4 II SHOWN FOR MULLION I - MASONRY1T- 4 11 SHOWN FOR _ 7- a OPENING TYR 11 REFERENCE SHOWN FOR OPENING np 1 I REFERENCE OPENING 4 1 I REFERENCE '- 8�g o% �' HEAD REI-LHENCE II 7YP. , $ ,a / & JAMBS HEAD HEAD I I o i o 2X BUCK-_SEE NOTE 1 SEE NOTE 1 2X BUCK SEE NOTE 1 - £11 i I I r 2X BUCK-- -I - kASTRAGAL SHOWN FOR - a 'a v SHOWN WON -/el f Z i % ° REFERENCE o - o r REEFERENCER o co- 1 ',....._.!.....:•-•-•:,‘ DOUBLE W/SIQE1_(rES SINGLE W/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING SUCK ANCHORING BUCK ANCHORING i � � all .n Y Ci ,z m U 0 ce ' >Jtv ! {48" I I--4' NOTES: .t.. rI4, a a m 1 t 1 1 I 1 1 "•" _ 1 1. 1/4"Elco Concrete spews 2K buck require a g. ;.-.1 I 7 minimum 1"clearance to masonry edges,a 1-1/4"minimum ,,`,� 1 ...-- i v• l I 1 embedment and a minimum 4"clearance to adjacent .� O concrete screws.Substitution of O 1 equal concretes screws from o MASONRY _ diiferentsuppliermayhavedifferentedgedistuuceand MASONRY z OPENING lYP. HEAD conterdlstoncerequ6emenfs.Conpefesoewtocafionsafthe I OPENING I JAMBS IJ& JAMBS qS�p G qL comers,at mullion locations,and of astragal locations maybe SEE NOTE 1 SHOWN FOR odlustod to maintain the minimum edge distance to mortar SEE NOTE 1 °` 2X BUCK REI-LRENCE Joints.If concrete sp9W bcotions noted as'MAX.ON CEN1ER" IS — must be adjusted to maintain the minimum edge distance to I I - w =dal-joints,oddlionaf concrete screws may be required to 2X BUCK ensure the maximum on center dimension a not exceeded. ,_.E5 �Z w i _ 01 22Xbuckmtn.S.G.20.55. II i- F :3 CO.: o s sem' n•..2. z v DM 2/21/12 i af�a►4i EM olr�Int JK m DOUBLE DOOR SINGLE DOOR pr,@e I.FS V BUCK ANCHORING BUCK ANCHORING MMHG ., d I FL-15225.5-68 0 ar, sly 2 OF 6 1 • 5 5) CN >'_. of IN "C' .- b----- A" it° d n F n ...7. -C- PAIRS 3- "B" A" > z m 3" TYP.© . • m a N6` T I _-I _ g' d N63" f I r (-3' © •1 i 3'-4 I 4r12 63" I s I "�6 �`� $ N d�- _II -T - 1 � ki� Ir.--- - I I fmr _ ' G� �1 I I1nl 1 N 6 ry4 I �� S5 T �k' N n MULLION 3 a w�//2x BU cK 1 I 21 1O SHOWN FOR ui Za �ai _ MUWON co A INSTA11ATi0N I ov - 1 n. - W S_ - SHOWN FOR - a q REFERENCE - x N Y ^- N RErtNENCE >c - W/1X BUCK 9 INSSTAALLA7TON- $ k O W/?�f BUCK MSTALLATON < obi -O /2X BUCK INSTALLATION W 7YP. HEAD & t .�.._ n 5 S JAMBS $$ i'U O W/1X BUCKINSTALLATION `I Z 19 O Q /1X BUCK INSTALLATION o SEE NOTE 1 7YP. HEAD & JAMBS 0 II S� , .-p TYP. HEAD & JAMBS `�'2I • - SEE NOTE 1 - Y1 C � l' - SEE NOTE t _ o - - SEE NOTE 1 SEE Y I- -SEE _ SEE NOTE 1 In SEE NOTE 1 o - DETNL '4' o I W er 6 0 SEE o z ® in 0 i i raj�+ DETAIL NU) III - SEE - © - DETAIL •1 p\ o iii ®NOTE 1 S,5 -+- "s" - us ® © DETAIL "2" 1• o _ _ _ i'l6 E •C• •p• -E- g '�i —r C" "D" A" "B" A- o �EEW "C"-"C" SINGLE DOOR W/SIDELRES VIEW 'E=E" c�VIEW b'-b' SINGLE DOOR W/SIDEUTE VIEW -B--"B' SINGLE DOOR VIEW A"-"A" LL m A SHOW Ir/mow.CCRRECXED nFASTENERS,Rd X70(rm.ALL SWUM TO DOOR ei a Co1*IsOONS) r4'....1 N0T1S' W/2X BUCK a 1. 1/4'11W concrete screws anchoring frame and/or Of require a minimum 2-1/2'clearance to �I MSiALLATION /II) o masonry edges,a 1-1/4'minimum embedment and a minimum 3"clearance to adjacent 0 W/1 X BUCK N conaete screws.Substitution of equal concrete screws from a different supplier may have INSTALLATION different edge distance and center dEstarlce requirements. Concrete screw locations at the SEE NOTE 2 �comers,and at mullion locations,may be adjusted to maintain the minimum edge distance to ``�I mortar joints.If concrete screw locations noted as'MAX.ON CENTER"must be adjusted to xi maintain the minimum edge distance to mortorjoinh,additional concrete screws may be xi required to ensure the mardmum on center dimension is not exceeded. KfAIL "6" DETAIL "2' z 2. 3/16'11W e.i.irtaete screws anchoring frame and/or al require a minimum 2-5/8"clearance to 12 1 masonry edges,a 1-1/4"minimum embedment and a minimum 2-1/4"clearance to adjacent W/2)( BUCK © ' O o N concrete screws unless otherwise noted by concrete screw manufacturer. INSTALLATION �� .'11111k o z 3. The sldeflte Is direct set into the jamb with(12)/8x 2'pfh.wood screws.There are(4)at each W/1 X BUCK® U �� . e vertical jamb,from the top down at 13.5",3�.48. 366'There are(2)attire header at 4"from INSTALLATION 021111110f1 '�:���� 0 0 lg. . .= 0 2/21/12 S the outside comas of the frame.There are 2 at the s71,d"from the outside corners. SEE NOTE 1 , N.7 S.e 4. For tional sidelite construction wti1T 7 Mt.MO.er JK aop staples,sldefrfe k direct set Into the jamb with(4j/s X © ,•� a¢e* US a 2, 1-%"16 ga.staples along each jamb(6-from ends and equally spaced thereafter). MAIM,w: a DUAIL "1" DETAIL '4_ FL-15225.5-68 c i". statsr 3 or 6 9 f "E" J IN --'n ON m "C" 6" PAIRS� of '4" 2_10 G' e f _3. 3" TYP. 3. �r�: n_.9 in Pcn aN $ - 3=3_," LL 6" ♦ � f`3 i W3"—I —1 f`6" 1 53? °gN : o a I I 1 1I I I 1I'I I _I 1 I I I ----- -y I yam= o SEHEENT 33 3 SEE DETAIL "3" �'O W BUCK s 7 SEE DETAIL II r 8 $ i INSTALLATION 0f w "3" INS/TALLATIOK A w z° o z° Ow 1x BUCKrx _ N m ° INSTALLATION ::: < — -z I – hI W/1 X BUCK o ° 9 0og 0 LLASTRAGAL MUWON HEAD = ASTT2AGALJ INSTALLATION a m a a m S i SHOWN FOR SHOWN FOR & � BS N SHOWN FOR • HEAD & o aGSEE NOTE 1 _ RthERENCEJAMBS t EREFERENCE REFERENCE SHEET 3 �- ONLY SEE NOTE 1 – ' 1 % E� SHEET 3J f o • SEE NOTE 1 SII) – SEE NOTE 1 S I �SHEET 3 DETAIL o EE NOTE 1– I o 0 SHEET 3 SHEET 3 SEE v _ I. ei ED DETAILcs4 CH _ EE NOTE 1 I �` © II © 0palm �,.® SHEET 3 L- i$ --L 1- ��11 -! 95 m !`� m "C" "E" A" 0 O 41 VIEW C"—"C" _D_OUBLE DOOR W/SIDELITE$ VIEW E"-"E' DOU$LE DOOR VIEW "A"—"A" 0 m < a a SHOWN W/0(04013.CORRUGATED Y FASTENERS,REIT 130(TTP NL } TASMITE TO DOOR.W/3 CORNELMONS) CO W/2X BUCK eill INSTALLATION Item DESCRIPTION Material W/1X BUCK ,'� • A /10 x 2-1/2" PFH WOOD SCREW STEEL INSTALLATION® 0 - ����� O g. B ;10 X 1-3/4" PFO WOOD SCREW STEEL SEE NOTE 1 ,,,� W/2X BUCK © z s C 10 X 1" PFH WOOD SCREW STEEL SHEET 3 A I ,10 x 3/4" LG. PFH WOOD SCREW (Hinge to Frame) STEEL / INSTALLATION i'–, 2 10 x 2" LG. PFH WOOD SCREW STEEL 0 �� [Y W/1X BUCK ll I 3 8 x 2-1/2" LG. PFH WOOD SCREW S(LEL DETAIL "1" INSTALLATION 4 1/4" x 2-3/4" PFH ELCO CONCRETE SCREW STEEL SEE NOTE 2 Z 5 1/4" x 1-3/4" TTW PFH CONCRETE SCREW STEEL SHEET 3 3O 9 1/4" x 3-3/4" TRY PFH CONCRETE SCREW STEEL QETNL "3" 11 3/16" x 3-1/4" ITW PFH CONCRETE SCREW STEEL W ? 12 1/4" x 3-1/4W PFH CONCRETE SCREW STEEL 0 ATTACH ASTRAGAL THROW BOLT a S "" IT �' SI HIKE PLATE TO FRAME o i 13 MASONRY — 3.192 PSI MIN. CONCRETE CONFORMING TO ACI " AS SHOWN. • z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ''i �__ 0 a i 16 1/4" X 2-1/4" PFH TTW CONCRETE SCREW STEEL 021411Wf"°1 _ O ave 2/21/12 ° $ 20 HEADER JAMB (4.656" X 1.25" THERMA—TRU, SUGAR PINE) SG >= 0.34 WOOD Sr c• NTS o 1 21 3/4" THK. PRESSURE TREATED SIDELITE PAD WOOD S 30 1/2" X 1" X 25 GA. CORRUGATED FASTENER STEEL 'F° JK m y CNK.er: LES 3 DETAIL "4" DRAWING N0.: Q 1. DETAIL n 0 ,'', sr 4 a 6 Q i d RAA-ProyectOproject FoldersWroj 1201-1300\pf 120B\D.RWECOrawircA15225\FL-15225.54wg,S — . e M 0 x z K ° a e ci SHIM SPACE 0 Nu) NU Lii 03 ASNOSNAN 30CH AZINOSVIN-.—.— Mai'NBA!.1 W029'NMI..1 -- -- 9 1.2SMIN. EMB.1YP. III RI 0 0 ',.e:-: ••".:.":.7'.....::. .•1!;;....... :•:... 0 p i 1-•:-.'--'v-•.:, .•••••:."..:.•,. !•• tir! !iiiiiMIIM 1) MM.... .„_—_.. ........._ cli Pf h m..._,%..0 in . 7". 11-111141 0 g 8 0 2 Z ow gliistana Po 11111100-1111 1 i 1 ill CI p 1 MEM --. • all_liiMia • 1101111---f.7---:.:----------.7 : ii!iiM 1.11 ._at III I) xi ER 11111 11111M- 1 pz4pluillIPA•re=4. --.....-...7.A I 0.1 5"IN. Etse_le 0 C-SINK Po 0.25"Wa. SHIM SPACE 1.15"MIN. li irt, 1.25" 0 I - co 0 x . .. : :•: g Fe 2 - l . It; 0 1 I E 0 1/41 g . III , inlif :•f':.t; .• r•. 70/ a:':' •4-•'s Z 1 SHIM SPACE-4 • $ 2 .1S'MIN. EMS. 1.25"MIN. ROMP. • • IIli • PRODUCT: . TNERMA-TRU Docwwinto Propprod ey: CONSULTANTS,INC. 1._ rli g 3 rs) r R f X.1) FIBERGLASS DOOR gee:IXII:230 Volrloo FL.335Q5 Phan,No.i 813.659.9197 1B c ,ri S" PART OR ASSEMBLY; Florida Dowd at Prafoodonal F•nolnow• • 1,4 tof: a x in •-• N NO DATE BY HORIZONTAL&VOVICAL 2 CROSS SECTIONS Collikale Of AidflortieW. 13•21.•e 2- ^ REVISIONS Lyndon F.15010nidt.P.E.No.93409 C aa 1 8 R.W.MALCOM Cariaisvruera itio. • I I" 1 g - it 2 to EXTERIOR i e.;-- et '1 iv INTERIOR % /7 tlz t,.! L.,u INTERIOR EXTERIOR EXTERIOR v /, INTERIOR k 0 R;i2 1 1 1 E ----e ig 0 ALITA-rff, 1 0 A,e, (1) riamri Ex •I"b•;gE illis 1.1.1i '4:4 7 a low Ail L. III IA WIN 0 0 girg wpm; Willi immeimmitomlii I _ ,. emminui ••... .:!': •••••••• .777°0101111111116 2-1I2MIR FROM 2-1/7 MIN.FROM 2-1/7 MIN.FROM 2-la 41.FROM 2-1/7 MIN.FROM 2-1/7 MIN.FROM ..- ONRY -....MASONRY EDGE MASONRY EDGE.-.- -..-MASONRY EDGE MASONRY EDGE..- - MASEDGE • MASONRY EDGE...- (TYP-1 RYP.1 (Til'-1 M.) Ine./ PP./ re q 8° gg 0 VERTICAL CROSS SECTION c)VERTICAL CROSS SECTION 6, VERTICAL CROSS SECTION 11 saili Inswing configuration Outswing configurafion ti- M g RI co 14 V r INTERIOR EXTERIOR EXTERIOR , 7 if INTERIOR EXTERIOR , •,, INTERIOR 0 z-, t E: to 411 1 4E It 0 -66 ------ ajj- SEM%alio A -4. 1 0 N .,••••••111 ANA 41/4 ..61....a iiiva, 0 . . - . . . . . •• . •. c .**,•\..•:71111 ' ..- ".." '''':.‘-`-• •'.' ; . .. .., •"-; - •- -.‘ .'•-• •••••••. :: • --; 2-1/7 MIN.FROM 2-1/2 MIN.FROM 2-1/7 MIN.FROM 2-1/7 MIN.FROM 2-1/7 MIN.FROM 2-1/7MR FROM .....MASONRY EDGE MASONRY EDGE..- W i -.-.--MASONRY EDGE MASONRY EDGE—.- -..-MASONRY EDGE MASONRY EDGE.-.- PYP.) (TM flYN (TY ) (1W) (riP.) 151 i d A z a 7 i 0 VERTICAL CROSS SECTION °VERTICAL CROSS SECTION °VERTICAL CROSS SECTION oam 2/21/12 I 1 inswing configuration OuIswing configuration Outswing configuration sizte N.T.S. i i ow en JK fa cfec.rot IFS it MMHG Mt n FL-15225.5-68 SIM 6 OF 6 41; i t If lit . • . • 4 wrightsoft Load Short Form CE ���'�' Job: TOUCAN Entire House C��� Date: Jul 07,zo,s By: ENERGYCALCS.NET INC JOHN SHAFFER AC ENERGYCALCS.NET INC 267 DELEON RD,DEBARY,FL 32713 Phone:386-775-0908 Email:ENERGYCALCSFL©AOLCOM Web:ENERGYCALCS.NET License:RESNET... Project Information For: 135 OAK LN, CAPE CANAVERAL, FL 32920 Design Information Htg CIg Infiltration Outside db(°F) 43 91 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD (°F) 27 16 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 22 63 HEATING EQUIPMENT COOLING EQUIPMENT Make GENERIC Make GENERIC Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 8.5 HSPF Efficiency 15.5 SEER Heating input Sensible cooling 27000 Btuh Heating output 7"-- 35000 Btuh©47°F Latent cooling 9000 Bt Temperature rise 32 °F Total cooling 36000 Btuh Actual air flow 1000 cfm Actual air flow I! Air flow factor 0.039 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 0.76 in H2O Static pressure 0.76 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) br4 146 1925 2324 76 81 br3 146 1492 2021 59 70 laun 55 766 1066 30 37 ba2 40 111 171 4 6 fam/nk 447 6352 5896 249 205 c 5 0 0 0 0 kit 221 260 3374 10 117 dng 150 1426 1010 56 35 fyr 70 0 0 0 0 hl 76 0 0 0 0 mba 136 3023 1414 119 49 t 30 406 202 16 7 cl1 10 0 0 0 0 cl 24 0 0 0 0 br2 126 1701 1974 67 68 wic 46 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2015Ju1-0810:53:48 9 Right-Suite®Universal 2015 15.0.10 RSU19553 Page 1 ...\DownloadsUGHNSHAFFERACTOUCANRVDMJSGDA REV.rup Calc=MJ8 Front Door faces: N ba 80 796 751 31 26 mkr 306 4941 5888 194 204 Ivg 260 2266 2729 89 95 Entire House 2371 25465 28820 1000 1000 Other equip loads 0 0 Equip. @ 1.00 RSM 28820 Latent cooling 4757 TOTALS I 2371 I 25465 I ' 33577 I 1000 I 1000 r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jul-08 10:53:48 . + wrightsoft Right-Suite®Universal 201515.0.10 RSU19553 Page 2 A ...1Downloads\JOHNSHAFFERACTOUCANRVDMJSGDA REV.rup Calc=MJ8 Front Door faces: N 414- Building Analysis Job: TOUCAN 1JV1'IQI1tsoft Date: Jul 07,2015 Entire House By: ENERGYCALCS.NET INC JOHN SHAFFER AC ENERGYCALCS.NET INC 267 DELEON RD,DEBARY,FL 32713 Phone:386-775-0908 Email:ENERGYCALCSFL©AOL.COM Web:ENERGYCALCS.NET License:RESNET... Pro'ect Information For: 135 OAK LN, CAPE CANAVERAL, FL 32920 Desi• n Conditions Location: Indoor: Heating Cooling Melbourne Regional AP, FL, US Indoor temperature(°F) 70 75 Elevation: 26 ft Design TD (°F) 27 16 Latitude: 28°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 21.5 62.8 Dry bulb(°F) 43 91 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Mt bulb(°F) - 78 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin• Component Btu h/ft2 Btuh %of load Walls 3.6 6142 24.1 /°' Glazing 10.6 4442 17.4 Doors 10.4 185 0.7 Ceilings 0.9 2018 7.9 Modal Floors 2.6 6246 24.5 Infiltration 1.3 2412 9.5 Ducts 4019 15.8 Piping 0 0 Humidification 0 0 Ventilation 0 0 .' Carp Adjustments 0 Total 25465 100.0 Coolin• Component Btuh/ft2 Btuh %of load Walls 2.5 4213 14.6 W $ Glazing 13.7 5736 19.9 YisB1O;* Doors 11.6 208 0.7 Ceilings 1.7 4043 14.0 Floors 0 0 0 Infiltration 0.4 716 2.5 Gni°•-- Ducts 5894 20.5 , Ventilation 0 0 ',_ Internal gains 8010 27.8 Blower 0 0 ' Adjustments 0 are Total 28820 100.0 Ceilings n..m Latent Cooling Load=4757 Btuh Overall U-value=0.104 Btuh/tt2--°F Data entries checked. . ' wrightsoft• Right-Suite®Universal 2015 15.0.10 RSU19553 2015-Jul-08 10:53:48 9 Page 1 ACC ...1Downioads\JOHNSHAFFERACTOUCANRVDMJSGDA REV.rup Calc=MJ8 Front Door faces: N +y+�wrightsoft Project Summary Job: TOUCAN Entire House Date: Jul 07,2015 By: ENERGYCALCS.NET INC JOHN SHAFFER AC ENERGYCALCS.NET INC 267 DELEON RD,DEBARY,FL 32713 Phone:386-775-0908 Email:ENERGYCALCSFL©AOL.COM Web:ENERGYCALCS.NET License:RESNET... Project Information For: 135 OAK LN, CAPE CANAVERAL, FL 32920 Notes: Desi• n Information Weather: Melbourne Regional AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 43 °F Outside db 91 °F Inside db 70 °F Inside db 75 °F Design TD 27 °F Design TD 16 °F Daily range L Relative humidity 50 Moisture difference 63 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21446 Btuh Structure 22926 Btuh Ducts 4019 Btuh Ducts 5894 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25465 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28820 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 3161 Btuh Ducts 1596 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area(ft') 2371 2371 Equipment latent load 4757 Btuh Volume (ft3) 22507 22507 Air changes/hour 0.22 0.11 Equipment total load 33577 Btuh Equiv.AVF (cfm) 83 41 Req. total capacity at 0.75 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make GENERIC Make GENERIC Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 8.5 HSPF Efficiency 15.5 SEER Heating input Sensible cooling 27000 Btuh Heating output 35000 Btuh @ 47°F Latent cooling 9000 Btuh Temperature rise 32 °F Total cooling 36000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 0.76 in H2O Static pressure 0.76 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jul-0810:53.48L ± wrightsoft Right-Suite®Universal 2015 15.0.10 RSU19553 Page 1 4OCk ...1Downloads\JOHNSHAFFERACTOUCANRVDMJSGDA REV.rup Calc=MJB Front Door faces: N +�+ wrightsoft Manual S Compliance Report Dae: JulO07,4 015 Entire House By: ENERGYCALCS.NET INC JOHN SHAFFER AC ENERGYCALCS.NET INC 267 DELEON RD,DEBARY,FL 32713 Phone:386-775-0908 Email:ENERGYCALCSFL©AOL.COM Web:ENERGYCALCS.NET License:RESNET... Project Information For: 135 OAK LN, CAPE CANAVERAL, FL 32920 Cooling Equipment Design Conditions Outdoor design DB: 90.8°F Sensible gain: 28820 Btuh Entering coil DB: 76.7°F Outdoor design WB: 78.4°F Latent gain: 4757 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 33577 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 1000 cfm Sensible capacity: 31000 Btuh 108% of load Latent capacity: 5000 Btuh 105% of load Total capacity: 36000 Btuh 107% of load Sr: 86% Heating Equipment Design Conditions Outdoor design DB: 43.4°F Heat loss: 25465 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 1000 cfm Output capacity: 33000 Btuh 130% of load Capacity balance: 0 °F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 10.0 kW 134% of load Temp. rise: 22 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Jul-08 10'53.48 ._ wrightsoft Right-Suite®Universal 2015 15.0.10 RSU19553 Page 1 CC7N ...\Downloads\JOHNSHAFFERACTOUCANRVDMJSGDA REV.rup Calc=MJ8 Front Door faces: N +_wrightsoft Duct System Summary Job: TOUCAN Entire House Date: Jul 07,2015 By: ENERGYCALCS.NET INC JOHN SHAFFER AC ENERGYCALCS.NET INC 267 DELEON RD,DEBARY,FL 32713 Phone:386-775-0908 Email:ENERGYCALCSFL@AOL.COM Web:ENERGYCALCS.NET License:RESNET.., Project Information For: 135 OAK LN, CAPE CANAVERAL, FL 32920 Heating Cooling External static pressure 0.76 in H2O 0.76 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.76 in H2O 0.76 in H2O Supply/return available pressure 0.600/0.160 in H2O 0.600/0.160 in H2O Lowest friction rate 0.353 in/100ft 0.353 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 215 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ba h 796 31 26 0.368 4.0 Ox 0 VIFx 53.0 110.0 st3 ba2 c 171 4 6 0.713 4.0 Ox 0 VIFx 14.1 70.0 bre c 1974 67 68 0.361 5.0 Ox 0 VIFx 56.5 110.0 st3 br3 c 2021 59 70 0.473 5.0 Ox 0 VIFx 37.0 90.0 st1 br4 c 2324 76 81 0.777 5.0 Ox 0 VIFx 7.2 70.0 dng h 1426 56 35 0.495 5.0 Ox 0 VIFx 31.4 90.0 st2 fam/nk h 3176 125 102 0.466 7.0 Ox 0 VIFx 38.8 90.0 st1 fam/nk-A h 3176 125 102 0.470 7.0 Ox 0 VIFx 37.7 90.0 st1 kit c 3374 10 117 0.476 6.0 Ox 0 VIFx 36.0 90.0 st1 laun c 1066 30 37 0.746 4.0 Ox 0 VIFx 10.4 70.0 Ivg c 1364 44 47 0.480 4.0 Ox 0 VIFx 35.0 90.0 st2 Ivg-A c 1364 44 47 0.485 4.0 Ox 0 VIFx 33.9 90.0 st2 mba h 3023 119 49 0.353 7.0 Ox 0 VIFx 60.1 110.0 st3 mbr-A c 2944 97 102 0.353 6.0 Ox 0 VIFx 60.0 110.0 st3 mbr-B c 2944 97 102 0.364 6.0 Ox 0 VIFx 55.1 110.0 st3 t h 406 16 7 0.355 4.0 Ox 0 VIFx 59.3 110.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 427 355 0.353 543 12.0 0 x 0 VinIFIx st2 st2 Peak AVF 572 485 0.353 535 14.0 0 x 0 VinIFIx st1 Peak AVF 318 392 0.466 499 12.0 0 x 0 VinIFIx Bold/Italic values have been manually overridden ± wrightsoft2015-Jul-0810:53:48 ti 9 Right-Suite(9 Universal 2015 15.0,10 RSU19553 Page 1 4,.JCiA ...\Downloads\JOHNSHAFFERACTOUCANRVDMJSGDA REV.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 1000 1000 45.3 0.353 566 18.0 Ox 0 VIFx rst7 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rst7 Peak AVF 1000 1000 0.353 566 18.0 0 x 0 VinlFlx Bold/Italic values have been manually overridden 2015-Jul-08 10:53.48 WCI rtSOft Right-Suite®Universal 2015 15.0.10 RSU19553 Page 2 ACCN ...1DownloadslJOHNSHAFFERACTOUCANRVDMJSGDA REV.rup Calc=MJ8 Front Door faces: N tt 4 3 + 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET REVISIONS —7-ZOET—iZ-CZ1 25 GA 25 GA 24 GA MODELS 25 GA ) OF 4 REV. NO. ZONE: DATE: 1 ECN N0. APPVD:I DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLDPAY 'GALLERY' ' 055$. GRSS 03 - 6/24/13 - I 5H I ADOED LONG PANEL OPTION. IDEAL 4RST 6RST 2RST 41' HOLIES 'ARTISTRY' AR5S IGLHES 48, 48B 42. 428' -- -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD MTERMEDUTE STILE BETWEEN EACH EMBOSS SHORT LONG FLUSH SHORT PANEL LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM)AND D URETHANE AOHESNE (ALONG CENTER) r'-�A CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC- D LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS _ OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR S ' • ' ` MI A `_ IMPACT RESISTANT GLAZING. ONLY SHORT r ) GLAZING IS APPROVED. SEE SECTION 8-B ON COMMERCIAL (LONG PANED. SEE TABLES BLOW. ye I I SHEET TWO FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION. Yr A - ,� INTERMEDIATE SECTION.) o _ il, l i1# 011° 011° 01 it ilrl ii�I0i I 00 I 00 �100 1 00 !Mill eV1Ew "B" (SEE SHEET THREE).r-igq' •4 4 at u� �41�iimi4�4� SAA N4 ; / i u r IV �/�r�t_Y�r� ��.. Z Lm im VIEW -C- (SEE SHEET THREE). i 1 r �1 1_ 1�1 I�I�I I�1 ISI I� ■ o. . ' 16 GA END STILES ATTACHED TO ��—JiL—J� —��u��J��J��JiL��^ -.H.. 0 'IIL'g _ /-.___ (may} DOOR SKIN WITH PATENTED AAS �A��A ,�A�6� SAA C ''' ^--� n '-�TOG-L-LOC SYSTEM (TOP. BOTTOM & , �,/�t��/�/�/� —.. $ R Ir , I R CENTER). ATTACHED TO TOP AND y�-11'I-11! -i��_� �-�l-��r_�Ir-IM C ,�, 2 2e BOTTOM RAIL WITH PATENTED M 4i A TOC-L-LOC SYSTEM. ^^ + L. <^L. .+IL. .•Ii .+�0 .t�L. + AA S `i kg y AA=1=4-1=4=4a_4='=AA rt,) + IMI M I ; M IM TWO POINTRACK. LOCKING ■l-III IImIl111�11111�11111111illdll'Vii■ A INTO TRACK. r N S ■' i L r 1 1 l I L 1 l I ■ 0 +i r 4 2) LHR TOP t' OPTIONAL OUTSIDE KEYED LOCK POSITION INNER BOTTTOMB BRACKET.RACKETS USED AS \ (DAX. DOOR W DTH 16•-2- (1) 3-IN ROLLER CARRIER (P/N ,O,INSIDE ELEVATIONS 0120394) USED WITH 3' TRACK. LOCATION OF OPTIONAL VENTS. TOTAL \PENT OPENINGS: 60 IN' PER VEHICLE. SNAP LATCH ENGAGES END MICR HEIGHT ilaN OF iiiilOO VERTICAL. TACK. ONE SNAP LATCHHON STILE. SLIDE BOLT LOCK EACH SIDE OF DOOR I. B UP TO 7'0' 4 'CLASSIC'RAISED PARC_EN1055 DOORS (24RIAGE#QISE'RAISED ENGAGES INTO 7'3' TO 8'9' 5 SKIRT PANEL I Lac PANEL swift moss DOORS ENO " VERTICAL TRACK / OUTSIDE 9'0' TO I0'6' 6 .Cr INTERN •v sro .v cos. SPRAT PANEL STILE. ONE LOCK ON • , P B coca vIDTH 51ILES ODOR v1DTN ;TERN STILES IHWESN STILES I CS'151ERK %/ (-- HANDLE LOCK BAR 10'9' TO 12.3' 7 IPER SEc11051 APER tt(1I01 NCR SE(na> DOOR v101H STILES �/ EACH SIDE OF OUTSIDE , ' I%' �� 12'6' TO 14'0' 8 92•10 9'to• 3 92•10 tt'2' t z o[a 5(01 0N> DOOR. KEYED ENO �'/ ENGAGES IN 14.3' TO I5'9' 9 IVT 10 trio• • :r.'10 H t0' 2 3 9'0'10 10'0' 3 HANDLE. STILE. I� TRACK ON '! EACH SIDE I6'0' 1 10 I0 0'10!YU' 6 15'0•t0 16.2' 3 . r0'2.10 11'6' OF DOOR fI6510(62'lir 6 SEE Tau Ixtw REGARDING C4tRA t14'rt LK•) N7 INSIDE SLIDE BOLT INSIDE HANDLE MAX SECTION FLIGHT: 21' 16'0'N7 16'2' 7 STILES a+Lao PANEL DOOM ji'4.10 wr: 7 JOCK OPTION OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH EXTRA STILES FOR LONG-PANEL MODELS. $NAP LATCH LOCK OPTION LOCK BAR LOCKING .`•S% 0�TCE..... .(I' , THESE .AsCrO2, Sta5[SA8O010 10ENTER60PON it(^5 EN THE 1H15 DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE i' 5;V1 SF'•,'L �. ATTACHED WA TOG-L-LOC(LDP A 40:10401 OR(.)3/16'POP RNE15 ULTIMATE WINO SPEEDS LISTED BELOW ACCORD NG t0 THE FLORID,' 04!.I 44("Tr KIN zca.s %ALOR•G CODE OR THE INTERNATIONAL 801,0NG CODE (BASED ON *.:• No 63864_2..* MANUFACT1RiN0 PRODt7Ci CODE • ASCE7-10)FoR THE FOUOwING CONDiTKWS. 1)ENCLOSED SHORT PANEL, PAN-2F153 . BUt.DNG. 2)DOOR 165 2'OF WIDTH W BUIL0NG'S ENO ZONE. 3) LONG PANEL PAN-2f156 �S ANY ROOF SLOPE.AND 4)TESTING w ACCORDANCE WITH DESIGN L S: +36 0 P.S.F. & -42.0 P.S A51• . i. � :Cr r• ANSI/DASMA 108 SITE-SPECIFIC CALCLAATIONS BY A DUALIFIEO TEST l0 S. +54.0 P5 F, & -63.0 P•S F PART NO.: N/A ,A ;. STATE OF •:� DESIGN PROFE55101tA1 NAY pFFER wwu 44 DINer.ne 8595 pAe Bo5b.ord VINDLDAD RATING A V J SC)T'•.� /-•2 TOLER ES>. MCTa�,OH AS0.0 USA ',,,�5.4 0 R%0.. .2,N$ SPEED<KPH>ND 155 1 160 170 180 195 0 = O A.No 513-T7�O-188053 m III W6 DP36T ''�'S�ONA gip;•A., EXPDSLRE B.C. D B.C. D B.C B,C g .000 . *015 DESCRIPTION: 2"STEEL PAN DOORS 16'2'W (SEE TABLE FOR MODELS) m CATEGORY 1) 0000. 0 001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG ^� n DESIGN ENGINEER MOAN ROA' HEIGHT 25' t5' 1 25• 15• I 3D• 0191'4'5- z1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF A SIZE B CO 3 SCOTT HAMILTON, P.E. uHe Slew 0 .8•e FLORIDA LICENSE No 63286 0rM .4 505.5 ARE a.P•CHES DWG. NO.: 104710-A/B VER. IBC 4 I 3 AIL2 IGLOO ROOD A pG ODUCT APPROVAL L 161077 C o 4 I 3 + 2 I 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS I SHEET: REVISIONS MODELS 24 GA 25 GA I 25 GA 24 GA MODELS 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A. 94 73, 75 76. 75L 98 CLOPAY 'GALLERY' GD5S. GRSS 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 41- HOLmZS 'ARTISTRY' AR5S HOLMES 148. 488 42. 428 -- -- IDEAL 'CARRIAGE HOUSE' EDSS 1 SHORT I LONG FLUSH I SHORT PANEL I DD IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING)OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL 058 OR 1/B-ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLx2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606 IBC/FBC 2606 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WINO LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING COO( BUT DQFS NOj MEET THE IMPACT RESISTANT REQUIREMENT FOR WINOBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FOC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C '--`DETAIL 'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE NOTE THAT FRONT FRAME IS NARROWER THAN I DOM. 'D.r--- IMPACT-RESISTANT FRAME OPTIONAL OECORATNE / ors `. rIts MuLTPURPOSE KOH BOND TAPE �I SNAP-W INSERT. i A (BETWEEN FRAME ANO FACADE) L �,'`" �� DECORATIVE FRONT FACADE GLAZING • 1.� MOLDED INSIDE I STRUCTURAL SACONE SEALANT LITE RETAINER REW j' (BETWEEN STEEL 9K1N AND FRAME) (TO3 SCREWS PER HEAD TE). ` WWPACT RESISTANT ``---'- ONE-PIECE INJECTION —POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE LExAN SLx20321 FRONT (10))8. 3/4"PAN HERO MACHINE SCREWS. B FRAME&GLAZING. MPACT—RES:---=.NT ASSEMBLY DETAILS - :7ARD ASSEMBLY DET• DRAWING 104710-A DRAWING 104710—B J``SS 4HA�47.01•, ',,,, (T •, `.AyG'GENSF;0y/': '*3�• N �/8{/,���(�/✓•'.*' SHORT PANNG EL:RODUC CODE EV'. �l,v .��� TESTGN LOADS:LOADS: SS Q6 P S.F. &&63.0 P,S.F.F LONG PANEL: PAN-2Fi 56 A S 9: STATE OF . PART NO.: N/A A ' T !O.�••.K p•: 40.: TOLERANCES M —CIO 8 "�^ �"'�'O sA' VINOLMD RATING ,Fs<.oR,o.•, . y Ta N�.513-T70- D W6 DP36T N) ,,S G, .N 0- x.0314 B.,*PMNF s Fo.Na.513-T7D-0A53 Rr 0.,���ONAi„�,4.` 000 =.005 DESCRIPTION: 2”STEEL PAN DOORS 16-2-W (SEE TABLE FOR MODELS) Ce C DESIGN ENGINEER: 0000 A 01/2'col DRAWN BY: SM DATE: 11/19/12 SCALE: NTS DWG.D, • 0 DESIGN N ILTON. E.E �` CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF 4 SIZED p u.000 510,04 000.. < F ••I.- N N. . :6 _ 00.01.510N5 ARE IN iNa€S DWG. NO.: 104710-A/B VER: IBC U'f 4 I 3 '� 2 FLORIDA DA PG ODMCT APPROVAL 16107 Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiimftwai A. 'CLASS!• RAISED PANEL EMBOSS DOORS 'CARRIAGE HCtJSE' RAISED PANEL EMBOSS DOORS s.EET. 2 1 MODELS 24 GA 25 GA 25 GA 24 GA MODELSREVISIONS 25 GA I 3 OF 4 REV. NO. ZONE.I DATE: ECN NO. APPVD: CLOPAY 84 A, 94 73, 75 76, 75L 98 CIOPAY 'GALLERY' GDSS, GRSS f DESCRIPTION 03 SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4R$T 6R$7 2RST 4F HOLMES 'ARTISTRY' ARSS HOLMES 48. 48B 42. 42B. -- -- IDEAL 'CARRIAGE HOUSE' ED5$ D SHORT LONG FLUSH SHORT PANEL --( I—2 THICK D RQONTAL;TOP)JAMB JAMA TO SUPPORTING STRUCTURE ATTACHMENT HO (NO LOAD FROM DOOR) •�) I ALL THE LOAD FROM THE DOOR:S TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 25 GA. (0 019" MIN. THICK) ' (2) 12 GA, GALV STEEL TOP ROLLER `` THE 2.6 vERTICAL SYP(GRADE /2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS DOS STEEL EXTERIOR SKIN BRACKETS (2-1/2• x 5-3/8"). EACH TRANSFERRED TO THE HORIZONTAL(TOP)JAYS WITH 0-40 GALVANIZING, ♦`,��BRACKET ATTACHED W/(4) /;<x5/8"SHEET 2.EACH VERTICAL JAMB MA AMB SEES A 1IMUY DESIGN LOAD OF .288 LBPER LINEAR & -336 LB. BAKED-ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED FOOT OF JAMB BAKED-ON POLYESTER PAINTED "x TO TOP BRACKET WITH (2) 1/< t/2'Boos -- FASTENER 3. A.L JAMB FASTENERS BAY BE (BUT ARE NOT REOUREO TO 8E)COUNTERSUNK TO PROVIDE A AND NUTS PER BRACKET. TYgE FLUSH MOUNTING NTING SURFACE SIDES Of STEEL SKIN. A A 1/3 STRESS INCREASE FOR WIND LOAD WAS NQj USED IN TNE CALCULATION OF ALLOWABLE • LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY TOP COAT APPLIED TO BOTH MAK.O.G. I� • 1 SHIP LAP JOINTS * 14 GA. MIN. GALV. ROLLER HINGE. EACH C 2.6 vEaTIG1L JAMB HINGE FASTENED TO END STILES W/(4) • /14x5/8"SHEET METAL AND (2) 1/4".3/4"SELF TAPPING SCREWS. SEE I-4"— 11 VIEW "B". -F 4 2.6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT L ONE 4' T-STRUT PER SECTION. (SEE VIEW VIEW "D" 'D) EACH T-STRUT ATTACHED AT EACH (NOT TO USED FOR ATTACHMENT a TRACK ANGLE TO 2.6 VERTICAL YWIB$OR SUPPORTING STRUCTURE) <' TALL TAPER STRUT. HINGE LOCATION WITH (2) t/4'3/4-SELF MAXIMUM 0.057'MIN. GALV. STEEL. TAP%NG $CREWS. ON-CENTER 50 K$1. MIN. DISTANCE STEEL BUA.OR.G TTPE FASTENER TYPE BETWEEN WASHERSI., ,BLOCK WALL 1 a . 1-I/A-IAN CUBED TAPCON CONCRETE ANCHOR FASTENERS.REOUREO' 3000 PL Lam CONCRETE 14" • 1-LIN EMBED TAPCON CONCRETE ANCHOR B 7000 PSI LPN CONCRETE .6 • R i- 8-t 4 I O.I. /4' MN - 0 J-IT ANKR TIT V A q LYY 4000 PSI MN CONCRETE L�,•9�1+: I _ '- IN B W000 FRAME(SMP 055 SDI 1/2- 3'LAG SCREW(ASTM 1-5/8'EMBED INTO STRUCTURE 117-3/4' 1 • FIRST(BOTTOM) ANCHOR STARTING AT NO YORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. MK?KSi ANCHOR INSTALLED �I' AT LEAST AS HIGH AS THE DOOR OPENING CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FAS'ENERS. LRNIMLYI DISTANCE BETWEEN CENTER OF ANCHOR ANO EDGE OF CONCRETE BLOCK. 2-1/2".EXCLUDNG STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) /14.5/8" SHEET METAL SCREWS. `,vAAtT1EHAM AAAA, /14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. ,_ �, GO , (lO' hi SECTION A-A (SIDE VIEW) ` '� •,� AC TURING PRODUCT CODE l SHORT PANEL: PAN-2F153 ie�5 .'� 37 c 1/4".3/4' SELF IF DESIGN LOADS: +36.0 P.S.F. & -42.0 P S.F. LONG PANEL: PAN-2F156 ! A I %0:• $TA E OF,s .:44.7: cTAPPING SCREWS. TEST LOADS: +54.Q P.S.F. & -63.0 P,5.F. PART NO.: N/A rrl 72 �0-*'•,� •IV Z/ t o C.a FND NIN c 18 GA. (MIN) INiERBc •<O R 1 O. ,1 W IATF MINCE VANN.5101.4 OIAx..,s4 _ 8585 OA<BoukvarC E "B• rFW "C TOLERANCES a.< _blopBy V.10,.OH 45040 USA V•HDLOAD RATING 'p -,ss� L%....,� TN Ka 5,3-775-4853 W 6 D P 3 6 T N /,,<�Nw�44ApA I .0- :031 8.41419 Prxxu pa IF NA 513-770-4653 ODO- 3.0005 DESCRIPTION. 2"STEEL PAN DOORS 16•2'W (SEE TABLE FOR MODELS)! co m DESIGN ENGINEER: DOOR . 0.001 DRAWN BY: SM DATE: 11/19/12 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. D<9r«s . 1/2. CHECKED BY: SH IDATE: 11/20/12 SHEET 3 OF 4(SIZE 1.J f 1..") 61 FLORIDA LICENSE N0. 63286 ow..SIR.Olwese OMENS4AS ARE N worts.DWG. NO.' :04710-A/B VER: IBC I -c..514. 3 4 2 IFLOI ODA PRODUCTAPPROVAL it6107 r 4 3 + 2 I 'CLASSIC' RAISED PAWL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS S'fEET.. REVISIONS MODELS 1 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4 OF 4 REV. NO._ZONE: DATE: ECN NO.I APPVD: DESCRIPTION CLEPAY 84A, 94 73, 75 76, 75L 99 CLOPAY 'GALLERY. OD5S, GRSS 03 SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 16RST 2RST 41 HOLMES 'ARTISTRY' ARSS ' IO.MES 48. 488 142. 42B" -- -- IDEAL 'CARRIAGE HOUSE' EDSS 1 D SHORT LONG FLUSH SHORT PANEL J 1 HORIZONTAL TRACK SUPPORT BY D 6.3 DOOR INSTALLER(TO SUIT) • NOTE,TRACK CONFIGURATION ABOVE THE � L� DOOR COUNTERBALANCE SYSTEM DOOR JAMB CONFIGURATION DOOR OPENING DOES NOT AFFECT THE DOORS UP TO 800 IRS *NO LOAD RAINS OF THIS ODOR. ••. HEIGHT t• 13 W GALv.STEEL FLAG BRACKET ATTACKED TO I'DOOR OVERLAP(EACH SIDE) lir .AMB WITH(3) 5/16'x ,-5/8•LAG$CREW$ «��� r_ •• `�, AND TO TRACK WITH(2) 1/4'WETSMERMEN STOP6CAIN GDOOR INSTALLER STILE SUIT). EarillEVAil 2.6 SYP WOOD JAMB. SEE 16 GA CAIN STEEL ENO STILE 2 TRACK CONFIGURATION{ 'I ETV JAMB PREPARATION NOTE" J�d•.FPF:`t a• 8 W 20 GA STEEL Dom.(ENO TERKI DOORS UP TD 800 LBS i I AS ROD SPACING NTE 1i 0.C. -I��V, W UN WLv.STEEL NTERM. STILE ' illnerVIANNI �1Q��'li 2-1/2'x 11 W GA:v. STEEL /�n 18 W.WLV. STEEL INTER. g 6J- 2•WLV.STEEL TRACK. �'�y�'y TRAGK BRACKETS FASTENED 70 J HINGE FASTENED TO CENTER ' II TRACK THICKNESS:0.083-. WOOD WIO 5/6"X 1-5/8- _ = i�1 I STAG w/(4)EACH/14.5/8" Illiffiliinli LAO SCREWS NOT TO EXCEED 14- 1 SHEET METAL SCREWS Rim ON-CENTER MN.OF(9)LAG 11.7/16"ID ROUND D l" 6 eraint Ili SCREWS REOUIRED PER JAMB PUSH NUT = 3E• Mini 14 2'GALL: $TFCC TRACK FASTENED 70 FASTENER M. 2-1/2'x 12 GA GALV y1Q.Sl 12 W GALV STEEL TRACK BRACKETS 14 W GALS. STEEL ROLLER KNOB FASTENED TO ENO STILES w/(4)EACH/14.5/5" ATTACHEDTECL TRACK BRACKETS. OlaiiQ� WITH EITHER(2) I/4'OA RIVETS ORC NSI C II 24'II TO JAMB WITH(I) I . x S/8'BOLT&NUT PER SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. 'I5/16'x 1-5/8'LAG SCREW PERMarling TRACK BRACKET. 7 TRACK BRACKET. 2"DIA 7-1/2'LONG STEM" 10 BAIL STEEL ROLLER WITH STEEL OR NYLON ITP, 1 •-6'.'l'A I. t0' .16 ._ :f 3-1/2'- SFCT:ON C-C ... .. ;jTA;.HE' t2-'i2 . 5.-3:A. . 12:A) ''EPARATION Or JAMAS RY OTHFRS, ATTACHED WITH(2) I/4-. 3/4-SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO L7SE,�R IGI.: :QM TRA;.K COe•UIGLAAT>JV ABOVE THE ZONED 8T} 1.ENO STILE'AS SHOWN IN DOORS BI . .3S Al , DOOR OPENING DOES NOT AFFECT THE RIND LOAD RATING OF THS DOOR. ,)ALAR CONFIGURATION CENTER HANG OU•RFD FOR DOORS 800 IBS AND OVER *. LOw Ick DOORS OVER 8'MGM I� (ANAL. FOR BOTH _"•TACK) /'' 1■•I DOUBLE HORIZONTAL (EACH E) 2.6 SW B I,•.WIN ANEGLE BRED STEEL N$AVGLSTRACK TH`KNEAND ANGLE 80 TRACK S �HORIZONTAL TRACKJMAB PPRCPARADTON JAMB. Rte.......SO0.... 56 G �Y. SBSTDEO INET. ND7 SI. 1 �-_ _ oo SS ALLER 18 GAL / 0 BY DOOR �� 20 W uN.GALV STEEL INTERM $iI.E L ILE VERTICAL/HORIZONTAL TRACK Is'IAAXIMVNI$PACING NSIALLER(10 SUIT) i��t� I J-t/4'.2-7/e-vN. .0080"TAPERED i��� 18 W GALV.STEEL LATER &NMT)N TWO I/4•BOLTS FROM LAST MOUNTING -- MNG[FASTENED TO CENTER &NUT$FOR EACH TRACK. SLOT TO TRACK JVNCTIQN ANGLE. SEE LAG BOLT uOVNiNG BELOW i_Iri�1 STILE W/(4)EACH ii<,5/6- , z • .— 7/16• .I. . . SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS •` PUSH NUT 8 ` SPACED AT 12'CENTERS FASTENER —! ``,,,,tSfL HAM/C,,, , -12'ON CENTER 0.101'TTHICK ERED ANGLE TETRACK ATTACHED EL TRACK NTI) -STABS ED Is GA.%(4)V.SEACH 0,4.5/8TEEL ROLLER"SHEET INGES FME K SCRASTENED EWS O 0 G O S. s 146- .. TAPERED ANGLE WITH ONE 1/4'.5/8'BOLT& AND(2) I/4'SELF TAPPING SCREWS PER ENO HINGE G / 5.•��G E N SF.••�y _ 46' NUT Al EACH MOUNTING SLOT • N '� U TOA. 8-I/1"LONG STEN BALL BEAmNG STEEL ROLLER *�• •••* _ }4- ' %"TRACK BOLT AND NUT AT EACH ••JO• SECTION C-[ ANJF AC Tl1RING PRODUCT CODE MOUNTING SLOT LOCATION. e:�•-f•:'n•F:•.:•:••5, n -_� PREPARATCN OF JAMBS BY OTHERS, SHORT PANEL: PAN-2F153 I S-13: 11 45 ��� o DESIGN LOADS: +36.0 P S.F. & -42.0 4,s.I LONG PANED PAN-2F156 A T.1:4--1. . STATE OF :4A: DOOR vERTK'JLL TEST LOADS: +54.0 P.S,f & -63.Q P.$,F" PART NO.: N/A III •...,.._ O R 10 P.����• 122" i 11 TRACK .�__I unless SIKIn OIM.:v =^'O �� 8585 DAY.g,,,�,0,0 VINDL WD BATIKS �_ •• TOLERANCES 4.. ■Y= Nown off 45oAG u5A S GD. =031 w4WK, ,. Ta,No.513-770-4600 `A/6 D P 3 6 T i ANAL ,�N 10- ..... L7�� ' ONE 5/16", t-5/8-LAG SCREW SPACED AT THE SAME Y TN No.513-770-4653 IF1nuH1� ' I'-'Q•?'� DISTANCES AS THE TRACK BOLTS O.E. 3-1/2", 10',22-.34'• 000-02 A x.005 DESCRIPTION. 2"STEEL PAN DOORS 16'211' (SEE TABLE FOR MODELS) A J-t/2- mQ•1 I 46-. ETC.). ADDITIONAL LAG SCREWS LOCATED AT 1$',28'.& ` 5.005 DESIGN ENGINEER. QS7� 40'FROM BOTTOM TWO LAG SCREWS ALSO LOCATED ABOVE 0000 - tool CHECKEDDRAwN BY: SH (DATE. 11/19/12 SCALE: 4 DWG. {'N m SCOTT HAMILTON, P.E. R]Cl1Q'Ji VERTCAL/HORIZONTAL TRACK.UNCTIONtove�`IK ' ±1/2' BY. SH (DATE 11/20/12 SHEET 4 OF 4 SIZE FLORIDA LICENSE LA0. 63286 DNEINSONS�A E IV NomES DWG NO: 104715-A/8 VER: IBC 4 I 3 t 2 [PLOR0DDA PRODUCT DD MCS U'APPROOVAL ()` ' i i►_ N Level 1 r:; 12x8 fam/nk 125 cfm ),..-- i? 14 x 8 102 cfm mbr 7",10.0ft ba 7",11.0 6", 12.0ft 12x8 12x8 8x4 - 1.412x12 125 cfm PP-' 6",8.2 ft 31 cfm 117 cfm 102 cfm _ Ivg .. 12 1 . 6",7.2ft 5" 9.2ft klt 12x6ft li 12',31.Oft 47 cfm 12",20.1 Gill ci bra 12x6 • ,w ...id . r '.'8'4t • 12.2ft 70cfn12A1 8",4.2ft r ' �2.'• 4",11. 12",27.7ft F‘ ... J ••• 12x6 '� 10 x 6 •)11PPO.11 c11 119 cfm 1000 fm ��`� �'8 x 4 56 cfm 8• z:41 ft 12 x 12 68 cfm f8", •.2 6 cfn ;ng 47 cfm bre mba 12x12 Si 1, • ba2 fyr 8x4 12 x 6� 4",14. 16tcfm 18",15.3ft 81, . br4 11",27.8 ft l I 5",7.2 ft laun 77 ■ ■ 4", 10.4ft 1 8x4 37 cfm Room9 Job #: TOUCAN JOHN SHAFFER AC Scale: 1 : 112 Performed by ENERGYCALCS.NET IN... Page 1 ENERGYCALCS.NET INC 267 DELEON RD Right-Suite®Universal 2015 135 OAK LN DEBARY,FL 32713 15.0.10 RSU19553 CAPE CANAVERAL FL 32920 Phone:386-775-0908 2015-Jul-08 11:01:59 ENERGYCALCS.NET ENERGYCALCSFL@AOL.COM ...SHAFFERACTOUCANRVDMJSGDA S RESNET RATER ' THIS ENERGYCONTACT MAGG E@ NERGYCALCnS.NET 386-775-0908 4557900 ` ICE COPgi FORM R405-2014 ��� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: JOHN SHAFFER AC TOUCAN Builder Name: Street: 13%OAK LN Permit Office: City,State,Zip: CAPE CANVERAL,FL,32920 Permit Number. Owner: Jurisdiction: Design Location: FL,MELBOURNE REGIONAL AP 1. New construction or existing New(From Plans) 9. Wall Types(2154.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.2 1893.40 ft2 b.Frame-Wood,Adjacent R=13.0 261.33 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2377.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 2377.00 ft2 6. Conditioned floor area above grade(ft2) 2377 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(419.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 475.4 a. U-Factor: Dbl,U=0.40 419.50 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:15.50 c. U-Factor. N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 36.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.003 ft. • Area Weighted Average SHGC: 0.300 14. Hot water systems a.Electric Cap:40 gallons 8. Floor Types (2377.0 sqft.) Insulation Area EF:3.500 a.Slab-On-Grade Edge Insulation R=0.0 2377.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits CF,Pstat Glass/Floor Area: 0.176 Total Proposed Modified Loads: 64.22 PASS Total Baseline Loads: 73.11 I hereby certify that the plans and specifications covered by Review of the plans and ,„,,001.1E ST,gT,4`0•-.,, this calculation are in compliance with the Florida Energy specifications covered by this et.1/4p,, .. _ •, Code. calculation indicates compliance ` �;,, °' • with the Florida Energy Code. r , ti; -:``:r':\, �,; O PREPARED p/: •_ .a �.... Before construction is completed ' ' 7= DATE: _ ;_ J ______-_.,,. -__ this building will be inspected for a•t. V; � compliance with Section 553.908 I hereby certify that this b ng, as designed,is in compliance Florida Statutes. ' r,Y - ,a' with the Florida Energy od . N..,..„..,4.,y�1�'„.•"'.� OWNER/AG NT: BUILDING OFFICIAL: ____ ._. DATE: f - - DATE. ` - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/8/2015 11:05 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FQRM R4b5-2014 PROJECT Title: JOHN SHAFFER AC TOUCA Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2377 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 135 OAK LN Permit Office: Cross Ventilation: County: BREVARD Jurisdiction: Whole House Fan: City.State,Zip: CAPE CANVERAL, Family Type: Single-family FL, 32920 New/Existing: New(From Plans) Comment: CODE COMPLIANCE 405-2010 CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL.MELBOURNE_REGI FL_MELBOURNE_REGI 2 45 90 70 75 369 69 Medium BLOCKS Number Name Area Volume .. ............ 1 Blockt 2377 22106.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2377 22106.1 Yes 5 4 1 Yes Yes Yes • FLOORS Vf # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 186 ft 0 2377 ft2 ___ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested lnsul. (deg) 1 Gable or shed Composition shingles 2658 ft2 596 ft2 Medium 0.76 No 0.9 No 0.6 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC • 1 Full attic Vented 300 2377 ft2 N N CEILING V # Ceiling Type Space R-Value Area Framing Frac Truss Type • 1 Under Attic(Vented) Main 30 2377 ft2 0.11 Wood • 7/8/2015 11:05 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FARM R405-2014 WALLS Adjacent ace Cavity Width Height Sheathing Framing Solar Below _ ___ .._.Ornt.._....__.To.._.._ Wali_Type pace_Type Ft In Ft In. _ Area. -_ .R-Value-_Fraction....._Absor._Grade%1 N Garage Frame-Wood Main 13 28 9 4 261.3 ft2 0.5 0.23 0.01 0 2 W Exterior Concrete Block-Int Insul Main 4.1999 4 9 4 37.3 ft2 0.5 0 0.32 0 3 N Exterior Concrete Block-Int Insul Main 4.1999 29 9 4 270.7 ft2 0.5 0 0.32 0 _ 4 N Exterior Concrete Block-Int Insul Main 4.1999 10 10 8 106.7 ft2 0.5 0 0.32 0 5 W Exterior Concrete Block-Int Insul Main 4.1999 38 9 4 354.7 ft2 0.5 0 0.32 0 6 S Exterior Concrete Block-Int Insul Main 4.1999 15 9 4 140.0 ft2 0.5 0 0.32 0 _ 7 SE Exterior Concrete Block-Int Insul Main 4.1999 13 6 9 4 126.0 ft2 0.5 0 0.32 0 _ 8 S Exterior Concrete Block-Int Insul Main 4.1999 11 3 10 8 120.0 R2 0.5 0 0.32 0 9 W Exterior Concrete Block-Int Insul Main 4.1999 3 3 9 4 30.3 ft2 0.5 0 0.32 0 10 SW Exterior Concrete Block-Int Insul Main 4.1999 8 10 9 4 82.4 ft2 0.5 0 0.32 0 _11 S Exterior Concrete Block-Int Insul Main 4.1999 25 9 4 233.3 ft2 0.5 0 0.32 0 _12 E Exterior Concrete Block-Int Insul Main 4.1999 42 9 4 392.0 ft2 0.5 0 0.32 0 DOORS V # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 3 Vinyl Low-E Double Yes 0.4 0.3 48.0 ft2 0 ft 16 in 0 ft 6 in None None 2 N 3 Vinyl Low-E Double Yes 0.4 0.3 12.0 ft2 0 ft 16 in 0 ft 6 in None None 3 N 4 Vinyl Low-E Double Yes 0.4 0.3 33.3 ft2 5 ft 0 in 0 ft 6 in None None 4 N 4 Vinyl Low-E Double Yes 0,4 0.3 11.7 ft2 5 ft 0 in Ott 6 in None None 5 W 5 Vinyl Low-E Double Yes 0.4 0.3 30.0 ft2 0 ft 16 in 0 ft 6 in None None 6 SE 7 Vinyl Low-E Double Yes 0.4 0.3 48.0 ft2 3 ft 0 in 0 ft 6 in None None 7 SE 7 Vinyl Low-E Double Yes 0.4 0.3 24.0 ft2 4 ft 0 in 0 ft 6 in None None 8 S 8 Vinyl Low-E Double Yes 0.4 0.3 72.0 ft2 9 ft 6 in 0 ft 6 in None None 9 W 9 Vinyl Low-E Double Yes 0.4 0.3 7.5 ft2 14 ft 0 in 0 ft 6 in None None 10 SW 10 Vinyl Low-E Double Yes 0.4 0.3 48.0 ft2 4 ft 0 in 0 ft 6 in None None 11 S 11 Vinyl Low-E Double Yes 0.4 0.3 45.0 ft2 0 ft 16 in 0 ft 6 in None None 12 E 12 Vinyl Low-E Double Yes 0.4 0.3 40.0 ft2 0 ft 16 in 0 ft 6 in None None GARAGE '� # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 560ft2 384ft2 68ft 9.3ft 1 7/8!2015 11:05 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000295 1842.2 101.13 190.2 "2157 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 36 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency - Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.5 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 3.5 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply--- —Return-- Air CFM 25 CFM25 HVAC# V # location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 475.4 ft Attic 118.85 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr Ma X Jun X Jul X Au X Se Oct Nov Dec Heating [X Jan ;(1 Feb 'Xi Mar Appr t Maf Jun 4 Jul AuSeE Oct )( Nov ,X`Dec Venting [( Jan Feb )( Mar XX'Apr [ May [ Jun [ Jul Aug Sep [X Oct X Nov Dec 7/8/2015 11:05 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FARM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 Hours ..._ ._ 5 6 7 8 9 10 11 12 Cooling AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WO) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 -Electric Heat Pump 0% 1 -Central Unit 7/8/2015 11:05 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 L . FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD • ESTIMATED ENERGY PERFORMANCE INDEX* = 88 The lower the EnergyPerformance Index, the more efficient the home. 135 OAK LN, CAPE CANVERAL, FL, 32920 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.2 1893.40 ft' b.Frame-Wood,Adjacent R=13.0 261.33 ft' 3. Number of units,if multiple family 1 c N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 2377.00 ft' 6. Conditioned floor area(ft') 2377 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.40 419.50 ft" 11.Ducts R ft' SHGC: SHGC=0.30 a. Sup:Attic,Ret:Attic,AN:Garage 6 475.4 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:15.50 SHGC: d. U-Factor: N/A fr13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 4.003 ft. a. Electric Heat Pump 36.0 HSPF:8.50 • Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2377.00 ft' a.Electric Cap:40 gallons b.WA EF:3.5 R= ft' c.N/A R= ft' b. Conservation features None 15.Credits CF,Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building m "KEsr**'., Construction through the above energy saving features which will be installed (or exceeded) /,0* _ 4P • in this home before final insp�--ion. Otherwise, a new EPL Display Card will be completed r k3" b based on installed Code ci pl.- 'eatures. J rr ::; rr=: i Builder Signature: Date. - ii � 11-47.,1 .. vl. t . � * era Address of New Home: 5 3o ' � City/FL ZipCQ Ci C.13Cc �' Co,.- �ys`� *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. • 7/8/2015 11:05 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1