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Home My WebLink AboutProduct Info. BP #11440 orlha tsu11a1ng Loae online http://www.tlorldabu11dmg.orgIpr/pr app dt1.aspx7param wUEVXQ... <, < l%, # n r�I ,r r;. �Y *,r1;ei. t - ..AML — r4 . ' ,f ,1-'5..v•-. 4.g.-‘,1'., Yk `£ s. a' "�' - . • Ib1Vtr? '� l''":4• 2s. x th ' yPLGRACISa' ', + t.t { % , rrYL ! rr � r r l /p liss; hafssi61 A ` rya4� al ' .i zn to [10Fifil•Qir- ActaVoti k :DIVRO 91b-lig ,c1IX*M DPP/ Florida Departlnentc eCtS Home Log In : User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FeC Staff ' &CIS Ste Map I Links Search I Busines0 ... , r . Professional SER ct Approval Regulation . . I ', . llctnseef&dently.Rryur&fairly. product Aooroval Menu>Prodctuor Aoplcatbn Search>Appllratbnj RL>Application DetDetail .• ' e / • I. , * $ • FL# FL15225 •"; ri 4 rwrkyP Application hype New i g .'�!•, `'„h; Code Version 2010 j 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-1l-u Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 sjasperson@tttechnologles.us Authorized Signature Vivian Wright rickw@rwbIdgconsultants.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 ,f 3 4/10/2012 2:31 PM La:tura.LLLl u,;6 v.uiiic ntip://www.tlorlclabullmng.org/pr/pr_app_cltl.aspxYparam---vUEVXQ... 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 Sldelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 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 (6'8 Door Products),INST FL15225 RO II Inst 15225.1-68.odf 15225.1-80 (8'0 Door Products)and INST 15225-68M (6'8 FL15225 RO II Inst 15225.1-80.pdf 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 AE EVAL15225.1-50.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 Sidelites.Inswing "Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 1522 2 NAMI cert-s Rd 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.odf FL15225 RO AE EVAL 15225-68M.odf 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 Sldelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 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.odf 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 AE EVAL 15225.3-68.pdf FL15225 RO AE EVAL 15225.3-80.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 Sldelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 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.pdf 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 )f 3 4/10/2012 2:31 PM 1.11 LW}dtuiululO vluulc Mtp://www.liondablulding.org/pr/pr_app_dLl.aSpx7param=WUEVXQ... , i Evaluation Reports FL15225 RO AE EVAL 15225.4-68.pdf FL15225 RO AE EVAL 15225.4-80,odf FL15225 RO AE EVAL 15225-68M.pdf 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-TYu" 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 H Inst 15225.5-68.odf 15225.5-80 (8'0 Door Products)and INST 15225-68M (6'8 FL15225 RO H Inst 15225.5-80.odf Door Products Direct to Masonry)for Installation FL15225 RO H 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 EVAL 15225,5-68.Ddf FL15225 RO AE EVAL 15225.5-80.Ddf FL15225 RO AE EVAL 15225-68M.Ddf 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 Sidelites.Inswing and Outswing Therma-Tru"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.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 AE EVAL 15225.6-68.Ddf FL15225 RO AE EVAL 15225.6-80.odf Created by Independent Third Party:Yes !Back! fNextj Contact is::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrbht 2007-2010 State of Fbrlda.::Prlvacv Statement::Accessibility Statement::Refund Statement Under Florida law,a-mall addresses are public records.If you do not want your e-mal 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.It you have any questions regarding DBPR's ADA web accesslbllty,please contact our Web Master at webmasterfthdborstate.fl.vs. Product Approval Accepts: P13 E41 MIM acctiri -MF,TRICA v"rISIgn redi C,irt'i Truu.d SAFE ,f 3 4/10/2012 2:31 PM '^ !„ ''.1! L.._THERMAITRU® 105.51:r MAX ovERnu nWroTH OVERALL WIDTH g:, m ^<© 0©011d=E c°. Z THERMA TRU DOORS ©©© ©©M , " C sit I T8 INDUSTRIAL DR., EDDERro,. OH 43517 T ]fi�]t;1� t;�r --- - j'�, e �'�; F4 • t IC4 �'i; -rI Ir- -1' ir-ilI pOm a``4.\ ,1 1, I, 1 1;I '1 1' II m VN LLi Vt • "Smooth-Star"and "Benchmark by Therma-Tru" ;��; ;�� I I o o m ° 1I '1 1' 'I 1' tt 11 I1 U tI11 1j jmoi; 43 6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS © ; :; '�' ' �i' ' ©' ;' ' 2 z r Jc ii W/&W/OUT SIDELITES e 1�_ ri 1 111�INSWING/OUTS WINGi i, II II ,i I i ;111 1 1 'I n1 'n 1' j ' 1 1' I' II INSULATED FIBERGLASS DOOR WITH WOOD FRAMES I I u 1 1 1 I 1 1 1 I 1 1-__-_J I 1r-11 IC-� IC-� 1C-� IL.71 Ir'y 1�-1 0-----J 11-_-, W ► ► r Z(-D O I__ -- General Notes 0©© ©©0 0©© LAArk ex �o o �0� Mr W7147 0©0 �0Cr 00 oz I I. This product anchoring drawing has been developed in compliance with the 2010 Florida 1 rn w DOUBLE W/SIDEUTES OXXO SINGLE WI SIOa ntS OXO < r" ¢c� Building Code(FBC(excluding the 1'figh Velocity Hurricane Zone".See the Certification c Agency Certificate for sizes,specifications and ratings. MAX DESIGN GN PRESSURE MAX+40.0 PRESSURE wR w co 4f +55.0 -55.0 -40.0 �m �i W e. 2 Product anchors shall be as fisted and spaced as shown on details.Anchor embedment , Mto base material shall be beyond wall dressing,stucco,foam,brick and other wall 74.50"MAX 53.00'MAX o 0 z rt coverings. 37.50'MAX OVERALL wiOTH„„.. 1 OVERALL WIDTH a a a '� 3. Wood screws shall be installed following installation instructions of ANSV AF&PA NDS 2005. WIDTH >- AA other fastener types to be installed following fastener manufacturer's installation ©©© 0©© m instructions. 'F.a' 'Fa' '-----c- ,4-_-s. :,-,1: . -s' r5-�1 1��1 I I 1 1 1 1 rill Kt Et til r_i h 1' ; r. 4. Fastener embedment depths,edge distances and center-center distances shall be as4 1, a specified by the fastener manufacturer uer but In no instance shall they be less than shown in QyAni 4=-7' 4=-� Q © I ;F-7; ;5�; ;Fa; ;5=�; 1, ;1 �-�I I�-=?1 - this drawing. .11 1, ,1 11. o.N. 11 II 11 11 I' 'I 1I '1 4 I' g. » © 1 1 1 t © © TI' '1 1' '1 1' '1 1' '1 Q It ;; 1; ,1 ,, ;I O 1 I r 1 1 1 1 1 1 1 1 1I. Q= © 1n 11 11 11 © © ,1 I; 1, �I 1 T© '01: , I 1 I Ls: 1�':"SI O.H. �� 1r~'� :�-51 L}-J t I ��I L}-LJ N 5. Where shims ore used,they must be a"rigid/stiff material that complies with the '++ © © © © 1 t e t requirements of the 2010 FBC }� fi=t' �� :3=-4 ,��I 1F-?' 1F�t © 8' 'i s RLL 1 t 11 11 1 n 1' 1, 11 11 11 11 11 11 t, :1 � 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I t l 11 1 1 1 1 6. Positive and negative design pressure requirements for use with this drawing shall be 11 1' 'I 1' 11 ', I' 1 1' '1 tI '1 �' '� 'i i' 'i i' determined byothers for specificJobs in accordance with thegoverning I 1 1 t ,1 1, ,1 I, ,1 1, ,1 1, 1r 11 ' 1 ' g u. code. IF_ d-_i1 ,t3 a-_-s, 4--SI ,t-5, ,x-11 131 1 31 r. 7. Site conditions not covered by this drawing ore subject to further engineering andysis. w 33 TARLEOFCONTENTS 0�0 000 000 000 SHEETS DESCRIPTION SINGLE X DOUBLE XX SINGLE W/SIDELITE OX Z a 1 Typical elevations.design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE ogre 2/21/12 i 2 Buck anchoring +67.0 -67.0 +55.0 -55.0 +40.0 -40.0 wiz: N.T.S. 3 Frame anchoring Dtro..CM JK to 4 Frame anchoring&NI of materials _ LOCK HARDWARE MFG S SERIES tlK 17D LFS 5 Horizontal&verflcd cross sections KWIKSErSIGNANRESEORAWI O Na a e 6 Vertial crass KNEr SIGNATURE SERIES 7so aEAoOOLT FL-15225,5-68 N n a $- SHEET t a 6 N ie 1 T 4" 4" 4" 4. 4" 4" 4' 1 {I— J �� I t l I t 11 I I I i t•.�.•.I I 1 1 1 t 1 1 1 I a h rie `,r• 11 p ii ` � II — � II� II — 7 ��g5' s I I `MUWON I I MULLION $ d MASONRY 4 hEFC9ER MUWON ] _ SHOWN FOR _ I SHOWN FOR OPENING TMP. I I RtrtttENCE OPENING Typ I I REFERENCE gS; E HEAD REFERENCE HEAD I I HEAD I I o x z o 5 lfl & JAMBS & JAMBS & JAMBS g 9 m IS E S u: 2X BUCK —SEE NOTE 1 _ / SEE NOTE 1 SEE NOTE 1 e -O' 1I 2X BUCK— II — 2X BUCK— Ii — ` £ c S Wet ASTRAGAL w W SHOWN FOR a _ .4- — SHOWNFOR — Ol;U 8 — II\ REFERENCE '�o o REFERENCE °p o II. I n• L Ipp 1 .ft c5 H n_ 1 1 1I �8 K O DOUBLE W/SIDELRES SINGLE W/SIDEUT� y SINGLE W/SIDEL TES s BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING Di x 1 U m ,,.3.• O 0 0 re .:..�•_ 1 1---,4-8. 148• 1 ��Y NOTES: ......."•••••.:: ` ��4. a a 11111 I ,• 44 p I. 1/4'Eico Concrete screws anchoring 2x buck require a _:�i\ r minimum 1'clearance to masonry edges,a 1-1/4"minimum Y 7 I I � v, `=`'• embedment and a minimum 4-clearance to adjacent ]"— concrete screws.Substitution of equal concrete screws from a MASONRY J 0 — different suppler may have different edge distance and MASONRY © o OPENING '• HEAD II center dntancerequfremenfs Concrete screw locations at the OPENING • HEAD 7^ & JAMBS L A5I ttAGAL comers,at mullion locations,and at astragal locations may be I & JAMBS SEE NOTE 1 SHOWN FOR adjusted to maintain the minimum edge distance to mortar SEE NOTE 1 ce is 2X BUCK REFERENCE joints.tfconcrete screw locations noted as MAX.ONCENiar I W c — — must be adjusted to maintain the minimum edge distance to •cc mortar joints,additional concrete screws may be required to 2X BUCK w o zensure the maximum on center dimension is not exceeded. °Z *U ' _ °, 2.2X buck min.S.G.2 0.55. Q i N .0 O • Z 74 I' . . 'I o ° pi n•• n••, z ° r _ OM 2/21/12 = .1 774— r•I Isau.e N.T.S. rt DOUBLE DOOR SINGLE DOOR o Be. LFS m . 3 BUCK ANCHORING BUCK ANCHORING aaxvino NCI: FL-15225.5-68 0 siva 2 or 6 A a r 1 "DD"- _-E" w n con "C" "0. "A" W o €N `i > , of IN — --- "B„ A" ¢ (5:23 g m -C- 3' PAIRS CI 3" >1.0 ."_,I''', N 4 1----1 I rep. 6• `� m 3 z 63" f 1 -1 �3" ©r(P. 1 "� 3'--I 63" 16"� 6 o .n {��` Nowt ' I �_ _ � _ i _gbos /1 M III N '... f to o x Z S s iii MUWONJ I 55 f o S ,, -�(/� F ItI ;. w/2X BUCK zg1j° SHOWN FOR Z FE a °_ j la7 - MUWON W Fe o INSTALLATION g 9o oSv'• REFERENCE Y >^ w4 REFERENCESHOWN >" - B WaU�N °Ca o to K n N • N 0 /2X BUCK INSTALLATION 6 4+ TYP. HEAD & o r O W/2X BUCK QJSTALU+TIOU M JAMBS i LL 0 OW/1X BUCK TYP. HEAD INSTALLATIONJAMBS Z •I s� Z pr1XHEAD gIt AL ss rill c o 0 -Z SEE NOTE 1- c • - SEE NOTE 1 - I01 r �l�l' - SEE NOTE 7 _ ^ - 0 SEE NOTE 7 SEE �n 5 2 SEE NOTE 1 In SEE NOTE 7 o ct o DETAIL "4" o I SEE W = = w a41D 0 wi (D SEE $ i • — 10 u i roll\+ DETAIL a N iii - SEE - —i DETAIL "7 , o+ c O o 01i 0 SEE "6" — ® lu 0 DETAIL "2' © ��' i�i v - ®NOTE 1 Igs _ — L�1 lu -I - 1 oWc w .,_____1_______I ' T - -- — !— �m g 0 a 0 $ VIEW "C"-"C" SINGLE DOOR W/SIDEUTES VIEW "E"-"E" VIEW 13"-"D" SIN. DOOR W SID rrE VIEW B"--R" SINGI F DOOR VIEW A"-A" m SHOW M/OPIIO4N.CORROOYVED FASTENERS.RBI ISO(TIP.ALL =WE TO DOOR AIM CONNECTIONS) 4 NOTES: W/2X BUCK AD INSTALLATION g 1. 1/4"flW concrete screws anchoring frame and/or Al require a minimum 2-1/2"clearance to �I, o g masonry edges,a 1-1/4"minimum embedment and a minimum 3-clearance to adjacent 0.' W/1 X BUCK al. 4. concrete screws.Substitution of equal concrete screws from a different supplier may have _ INSTALLATION a different edge daionce and center distance requirements. Concrete screw locations at the SEE NOTE 2 111j 3 comers and at mullion focafons,may be adjusted to maintain the minimum edge distance to i �1,i mortar joints.If concrete screw locations noted as MAX.ON CENTER"must be adjusted to CS maintain the minimum edge distance to mortar joints.additional concrete screws may be o z Zg requiredto ensure the maximum on center dimension is not exceeded. DETAIL "6" DETAIL "2" I 8 2 3 /16'111N concrete screws anchoring frame and/or sill require a minimum 2S/8`clearance to r F rnasorry edges,a 1-1/4"minimum embedment and a minimum 2-1/4"clearance to adjacent W/2X BUCK © o 1 zj concrete screws unless otherwise noted by concrete screw manufacturer. INSTALLATION 4'p� O 'p ' Z a F. 3. The sidelte is direct set Into the jamb wilt)(12)#8x 2"pih.wood screws.There are(4)at each W/1 X BUCK® !b I +�_ O wil i ,�` one 2/21/12 i vertical jamb,from the top down at 13..5",31",48.S'&66'There are(2)at the header at 4"from INSTALLATION 0 '.lip 0 ��.�� 0 9 SEE NOTE 1 ,,� N t• SCAM N.T.S. the outside comers of the home There are(2)at the ATI,4"from the outside corners. 1 ,.� ...By, JK m' 4. For optional sidelite construction with staples.sidefrte Is direct set Into the jamb with(4)r/s X 0 arc !FS 3 0 a g 7-3/4'76 ga.staples along each jamb(6"from ends and equally spaced thereafter). oRA1NMD MO s DETAIL --'" DETAIL "4" FL-15225.5-68 0 sea 3 er 6 Op J IN "C" 6^ PAIRS UV C m A" w n o n N — l n om w > N . t- f 3. 3^ TYP. 3" o o W 3 3� LL 3" '� f`RD 3• `* ` 3 3—I ' -I I-6" � V o •= t, nt21 a: I• _ 11 I I I I I 1----7--ii I I '_ -1 I I I I IIII- a SEE NOTO W/2X BUCK {�� l SEE DETAIL_/I 15 a°`5 SHEET 3 SEE DETAIL "3" 0 W/2X BUCK A w o $ °= L INSTALLATION -r COAE _ O W/1 X BUCK _ _ W - "3 p INSTALLATION 6 0 9 ` • INSTALLATION 0w¢ - -z /��W/1 X BUCK 9 0 v C _ °�� ` J' 0 42 ASTI2AGAL� TYP. HEAD N vai `z ASTRAGAL INSTALLATION y o a a m a J k JAMBSTTP. HEAD do ^0 °c SHOWN FOR SHOWNL FOR - SEE NOTE 1 t - SHOWNR RENCCE I SEE NOTEB 1 - o , ( E Y REFERENCE REFERENCE SHEET 3 = ^ —L ONLY II U SEE 't SHEET 3 - liD ONLY ) C h . o -• SEE NOTE 1 SEE NOTE 1 n SEE NOTE 1- P SHEET 3 - DETAIL "4" o 0_,o ¢w SHEET 3 II SHEET 3 SEE wfx ID 0 v _ _ II DETAIL o 1 J CI- II ,o • I ® EE NOTEET 3 1 1 0 ii 11 © fry z¢ H III lit = Ij I II �� N J "C" E. v 0 43 VIEW "C"—"C" DOUBLE DOOR W/SIDEUTES MEW "E"—"E' DOUBLE_DOnR VIFW A"—"A" a SHOWN W/OPTIONAL CORRUGATED FASTENERS,REN/JO(TIP.ALL s m sperm TO woe 444/9 caeeerrmva) I W/TA BUCK 011 '1� N INSTALLATION af Item DESCRIPTION Material W/1X BUCK all I�� AB 10 x 2-1/2« PFH WOOD SCREW STEEL INSTALLATION® 0 ,_�'��.�, O / z B 10 X 1-3/4" PFH WOOD SCREW STEEL SEE NOTE 1 ` 'CCC""" W 2X BUCK El C 10 X 1" PFH WOOD SCREW STEEL SHEET 3 ,,� INSTALLATION©� (75 1 10 x 3/4" LG. PFH WOOD SCREW {Hinge to Frame) STEEL ` 2 70 x 2" LG. PFH WOOD SCREW STEEL 0 W/1X BUCK ai aka 3 8 x 2-1/2" LG. PFH WOOD SCREW STEEL DETAIL "1" INSTALLATION ci 4 1/4" x 2-3/4" PFH ELCO CONCRETE SCREW STEEL SEE NOTE 2 5 1/4" x 1-3/4" f1W PFH CONCRETE SCREW STEEL SHEET 3 9 1/4" x 3-3/4" 11W PFH CONCRETE SCREW STEEL ` DETAIL "3" 11 3/16" x 3-1/4" ITW PFH CONCRETE SCREW STEEL W F ATTACH ASTRAGAL THROW BOLT ¢ 72 1/4" x 3-1/4" ITW PFH CONCRETE SCREW STEEL 0 i'" STRIKE PLATE TO FRAME C] 8 13 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE ''� AS SHOWN. 0 z°o a 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �,� �� z 16 114" X 2-1/4" PFH 11W CONCRETE SCREW STEEL © , l i��1 O ORM 2/21/12 $ 20 HEADER JAMB (4.656" X 1.25" THERMA—TRU, SUGAR PINE) SG >= 0.34 WOOD sr�E. N.T.S. o ° 21 3/4" THK. PRESSURE TREATED SIDEUTE PAD WOOD /, Dim a JK 'z a 30 1/2" X 1" X 25 GA. CORRUGATED FASTENER STEEL Q cm.BY, LFS g vwc TO.: a DETAIL ^4^ 1RAFL-15225.5-6B o sce-r 4 a 6 0" d . ., . •CMI ao....I.Inosioo oroolino•MS LIDO() 00tel,'on-1',11 IPAWNS'A uwai SNOISVa I SNOLLO3S SS0113 2 Aa 31V0 'ON N -20'.0Z•Z 1101.1213A V IYINOZWOH I WI LI 'ON oWloV JO oloolJfinO ..'1 n ts ItAmOu3 l000lm{oJel le woos oppou Limaressv ao DM LOtS6S9'ellit rot4 wo:sin) i.<4. i ini mast 14 oolJloIt OM'ell"Crd X 8000 SSYMEiti in 1 •oro'surennswoo own MI—MOM is pubdom intorionoco :10(100iid flggUi 'JAI'131AO i 'NM..SZ'1 WU 'NM..S l't ej ff _...:.,..•:..., gg ...:.-'....:-. illill, : 0 a a p Vi g8 .1111 . ,,,..,_:;•.......: . 0 co 0 AT l N l'' i 1 1 (E) r a i .--- A. I ------. Mr.;WIT ql Al IIMIIIIII ,d1111111Ihuicijmrii 0, ile5 IMMII ll 2 III V.. Mlielli . ill!' ,2 We IIII; WWI.S1'1. 33VdS WINS T"XVW.SVO ev NNIS-3 'NMI SI:0 ----7.- --iiirdi .....,..1.10,, N 211 Pilli . 0 O mg etwassi2 ..o c-2 3 3 E 0 g g2 xz o 7 1111.11 .1111144 arll 1 ": •,,, • 2 CO Pl.I_111.b•- •11. m.. ... ...-.I.Ulna M w•_ ip.4111r g 6 il 01 -..0111111111111111111111111k.-. U gi i e 1...:.., ....:.... ,...:, ......::...,.•••• :,.... ..t2 0 ff 'dAl Via 1"MIN.FROM r mu4.FROM i ..41i„::.....-;.1.,1.,....:,‘:......:...•.„........•• .:.• i-1.N Ii— N C 3 'MUD c8. ivZ l.2,- li -MASONRY)EDGE MASONRY EDGE. 01 3VdS WINS (TYP.) - I „VIIMc 7 . • 1I C• ' • ' ' ! 43) n 03 x •-• 5 INOVSZZ51-1:11Srat\s6uiwia Dam'aviort PAO0E1-10Z1 fold 1 siaCiod Parcua\sPgoid- i e g a 12 •'.7 ,r- 5 INTERIOR EXTERIOR Hil It2 INTERIOR EXTERIOR EXTERIOR r ,r- INTERIOR 0 6' 1Z g. In ED ro sw P—..0 i 0 WI 0 4& 05.t..a 3., 7.M Ale .01 .7.-,---,-, 0 Vi IX. INS 6.'41 3 ;1 S allinti; Illi IIMMENnor- g n ' .. ' ' il ... 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MASONRY EDGE— i M.) 5 M ci g & 0 VERTICAL CROSS SECTION to VERTICAL CROSS SECTION ()VERTICAL CROSS SECTION z 0 a OATE: 2/21/12 I InsvIng configuralion OutsAing configurarion Outswing configuration 5171E'• N.T.S. °.. ovoc.era JK 6 DK em LFS I ORIMING 11104 i FL-15225.5-68 iMU 6 OF 6 Z . ,-. ,.... .•t}+.rr w w w.uul Aautuiumg.org/pripr app dtl.aspx/param—w(iEVXQ... -c¢ Hifi r„�" 41';';'''.e �+ 1. f n3f''Vi ro4.fr4gatA' crr - ,, s y ,x.�� R rrtsr, ; 5 : r, nyr c.;F!i "TMYA�v. a z# ':: _+e, ti i'_,.*Piil*I S� Nib. :A.:0??, d 2Afi (tt d6 ki �� ,3 r t a� �+ <. f ? .g �t�.;�01#0) yj�,, 1't' L•r�.�Y.+' 6 �(' S. `Rait1� 5,f$f o � %145 �' £� Yap io °orf : #-,,Aw k�� %.,... s.� , ,8.t,�Xey.:, -sY,, s a:nW 4, i,;:ti. „,.....-1 .: F1';',OrIPRDIMPIP 405,4cr0 Florida Department BCIS Home , Log In I User Regitratbn I Hot Topics I Submit Surcharge I Stats&Facts I Pubikatbns I FBC Staff I BCLS Ste Map I Links I Search Busines Profess i a l 'Product Approval I USlR:PubAc User Regulation '� �l+kcnsec(fidrndf ficgu4+tefthff. ProdurtAooroval Menu>Product or Aooirathe_crarrh>Aoolkatbn Us/>AppDotion Octal f` -i�.t .y-407gt, FL# � ; FL2773-R3 i .k.,-,-0 Application'Type Revision fi?fille.1119:4j,t.61 Code Version 2010 Application Status Approved Comments Archived r 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 Aarongal I agher428 @yahoo.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood,FL 32752 (321)690-1788 Info@ptc-corp.com Quality Assurance Representative Aaron Gallagher 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 r 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.Quiroga,PE F Validation Checklist-Hardcopy Received Certificate of Independence FL2773 R3 COI CofI 1316 Rev1 412-0104 KDM0001.pdf 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....et psi FL_app_uu.as}1XfpdIimm=Wu.0 VAy... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL2773 R3 Eauiv CofE 1316 Revl 412-0104 KDM0001.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/21/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/28/2012 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,pdf Approved for use outside HVHZ:Yes Verified By: Robert J.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 Revi 412-0104 KDM0001.odf FL2773 R3 AE OUA1841.odf Created by Independent Third Party:Yes I Back! I Next) Contact ll.::1940 North Monroe Street.Tallahassee FL 32391Phone:850-487-1a24 The State of Florida IS an AA/EEO employer.Coovmht 2007- 010 Rate of Fbrlda ::privacy Statement::Accessblty Statement::Refund Statement Under Florida law,e-mal addresses are pubic records.If you do not want your e-mal address released in response to a pubic-records request,do not send electronic mal to this entity.Instead,contact the office by phone or by traditional mal.If you have any questbns regarding DBPR's ADA web accessibility,pease contact our Web Master at webmastert 4hor.state tips. Product Approval Accepts: C4a ®Li 133 (2154Sccurity M,.l7UCY Vrrlirea Crede, r rrustad� ' SAFE react. 2 4/10/2012 12:31 PM KDMANUFACTURING g Ilfil'ACT KD STORM PANEL x INSTALLATION ANCHORAGE DETAILS g 80 `‘ GENERAL NOTES: INSTALLATION NOTES: 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2007 6 THE IMPACT PROTECTIVE SYSTEM SHALL BE INSTALLED I SEE ANCHOR SCHEDULE ON SHEET 6 OF 6 FOR 4.FOR CONCRETE BLOCK APPLICATIONS,DO NOT FLORIDA BUILDING CODE(FOC)REQUIREMENTS.WIND IN A MANNER TO COMPLETELY COVER THE ENTIRE ALLOWED OWED FASTENERS AND APPLICABLE EMBEDMENT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. § g .o ZONE 4.MISSILE LEVEL D.AT THE DESIGN PRESSURES) FENESTRATION(WALL OPENING)IN AU.DIRECTIONS. MD EDGE DISTANCES. u STATED HEREIN.THE PRODUCT DETAILS CONTAINED 6.INSTALLATION ANCHORS SHALL BE INSTALLED W a� HEREIN ARE BASED UPON SIGNED AM)SEALED TEST 7.WHEN INSTALLED AS INDICATED.THE PRODUCT HEREIN IS 2.INSTALLATION ANCHORS SHALL BE 3 INCHES FROM ACCORDANCE WITH ANCHOR MANUFACTURERS y O REPORTS ATLNC 0428.01-04 AND ATLNC 0428.03-04 DATED CONSIDERED A NON-POROUS IMPACT PROTECTIVE TRACK EDGE.12 INCHES MAXIMUM ON CENTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT Q F 05/28/04,AND ATLNC 0224.01-09 AND ATLNC 0224.02.09 SYSTEM AND WHEN USED OUTSIDE THE HVFQ,NOBE USED IN SUBSTRATES WITH STRENGTHS LESS THAN ? o DATED 02/24/09 AND ASSOCIATED LABORATORY STAMPED MINIMUM SEPARATION FROM THE PROTECTED 3.MINIMUM EDGE DISTANCE AND EMBEDMENT EXCLUDE THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR 7 DRAWINGS. FENESTRATION ASSEMBLY IS REQUIRED.HOWEVER.THE WALL FINISHES(INCLUDING BUT NOT UMITED TO MANUFACTURER. W w MANUFACTURER SUGGESTS A MINIMUM SEPARATION OF S STUCCO FOAM.BRICK VENEER AND SIDING). 2= °6 2.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ INCH. 8.INSTALLATION ANCHOR COMPACIITES FOR PRODUCTS )/zJ , F . MASONRY AND 2X FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 8.THE PRODUCT DESCRIBED HEREIN IS DESIGNED FOR USE HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Z Z TRANSFERRING APPLIED PRODUCT LOADS TO THE AS A FENESTRATION PROTECTION DEVICE DURING FOLLOWING PROPERTIES: U ril 4 Ez S s STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR PERIODS OF HIGH WINDS.THE STORM PANEL IS W>~O Q ARCHITECT OF RECORD. TEMPORARY AND REMOVABLE AND NOT INTENDED TO BE A.HOOD-MINIMUM SPEC O GRAVITY IS 0.42. 7 to G QNQ A PERMANENT PART OF THE STRUCTURE(ALTHOUGH THE • B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF =2,Y g 3.PANEL MATERIAL 0.050 3105-1114 ALUMINUM ALLOY OR 24 INSTALLATION ANCHORS SHALL REMAIN A PERMANENT 2000 O AND COMPLIES WITH ACI 301.Aq 318-05 GAL 0.023'MIN.)STEEL WITHAND MI 355.SEE ANCHOR SCHEDULE FOR DETALS O a ( FY'S3 KSI AFTER bG. • PART OF THE STRUCTURE). C.MASONRY-STRENGTH CONFORMANCE TO ASTM Y o a rn PF CONFORMING TO ASTM A-446 STRUCTURAL QUALITY J I ttL, GREATER). 530-05,GRADE N.TYPE 1(OR z? i Nii CRADE C MW.WITH A GOO MIN.COATING OF GALVANIZED 9.MAXIMUM PANEL SEE:SEE CHARTS ON SHEET 6. C-90 AND STEEL � E 10.PANELS MAY BE MOUNTED HORIZONTALLY,WHEREkiii L 11 4.ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR APPLICABLE. UNLINKED WIDTH Z STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF CO 60 KS.1. 11.THE DRAWING SECTIONS HEREIN DEPICT TYPICAL CONCRETE I MASONRY AND WOOD INSTALLATION 5.AT LEAST ONE WARNING NOTE PER OPENING MAY BE ANCHORAGE CONNECTIONS.THESE DETAILS MAYBE p PLACED IN A CONSPICUOUS LOCATION ON THE PANEL USED INTERCHANGEABLY AS FIELD CONDITIONS DICTATE. E IR SYSTEM ADVISING THE HOMEOWNER OR TENANT THAT THE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL PANELS AND FASTENERS ARE INSTALLED AS _ -c.3-- SHOWN HEREIN AND WARN INSTALLER IN THE SME .`' v MANNER THAT HANDUNG PANEL WITHOUT PROTECTIVE PE FASTENER 8 j 3 $ GLOVES COULD CAUSE INJURY, J^ REOIIEiED Al ...,` Y . 140-PITOATE-P01EI Q NAPN.SEE PNEL LMIi j! fl u- DESIGN PRESSURE RATING(PSS U a f(MPWJaE 1E1101I6CETI&ON SHEET 3 :g $ S 8 Inv) AS FOUDN@ 24 CA n E[&. =x STEEL OMER TIM • �z SEE CHARTS ON SHEET 8 LA<a ALLAIRAM M TER WHIN 120' 0' TABLE OF CONTENTS • w Li- Ln SHEET REV. SHEET DESCRIPTION 1 — GENERAL.&INSTALLATION NOTES 6 ELEVATION 2 — VERTICAL SECTIONS 3 — VERTICAL SECTIONES I 4 — VERTICAL&HORIZONTAL SECTIONS 5 — COMPONENTS 6 — CHARTS&EGRESS DETAIL ELEVATION .w • q , . 11 HIIp • • III Mi hvi nit - ...., .0 o col • z mmit __ .fi • �.. 1: k Rl l g MMIL -7'1 O O If i z 2''pp'c I RI va01 tLlRi11 1 I 9 i 114 I PAR LO q MEI COU wmuS i m .1 4is i 1 ill 1 . %t91 1 I iii iii 33 P Nib : --11 • $ 4 .," rI 4 ago @• ke• . a r r • iiim . . el cl • .. ;'-''" Ill 11 rlig nA Ni n NM iglu I"• 24 c I lift 4 WE PAR RCN I ME SORER) I Al 111H p • ill M • iii • illNil— Si • `' . ..: 4 4 . ___ . gi .: ___ 4: . , .• ril II. •_.., gm4 Z X , qg 4 AlI1 ® 1W.Rp10R.1Al 4 X li 1 RE R IMAL) 4 o 0 m Oi ;Si Oy Q r Pa_. PROJGCTKki0106 KD MANUFACTURING APPROVEDEY: DATE' ' -ow �10 1720 MAIN STREET NE,UNIT 1 ROIIERT AMORU00 02/2 19odd Pm.No.42702 mut BAY,FL 3290.5 IMPACT KO STORM PANEL VERTICAL SECTIONS • 04 7 PI1O111D7 sA ORM SMC 02126!09 PTC,LLC %AlG 06001+610 N.Commit Commit SI,* Sita C20 N.T.S. KDM0001 Roc✓tl,dDP.FbAda 02930 ►IR1. .wnA.V; assr: 730E C.O..0 R1m010u.R.m.76 _ Fm 321.010.17.. 2 OF 6 RV De0CRr7gM OATS .0 r i 1 NI h- ir • g 1 ' PK °� '" 12.:'.'t'M1:CY; tit i! ? ii iAl all 1 1 mi ma 0 z , MEM11 .0011z Pi i m 1 8 ii. • tel P~ P41 ii g O a i --— � z 11111I, wx1 c Ita il im 11 e� • 118P 1 i 1 IN 111 21 18 ill hi 8 trig ilio 11 T ilIll01 il ill g 1 ,_..,‘fek A84 I i id . _ LI ... 04 tw O 111111;111 ran km o EP • T z 0 O K c z • V iTil It 1; dlil ,.., Wir PA PROJECT 0309-9106 KD MANUFACTURING APPROVED BY: DAT aaanJ.Anteruso 1720 MAIN STREET NE,UNIT 1 ROBERTAMORU$O 02/26.09 •.'Flood.P.E!140.4Q7e2 PALM BAY,FL 32903 IMPACT KD STORM PANEL VERTICAL SECTIONS •I, 7�J PW/J�m oiu*S Om. C/ aligiiAv SMC 02/28/09 PTC.LLC scram: anAvna rCt t535 N:CodNALF cx9YuLBub C26 N.T.R. KDM0001 Rockledge.FlocklE nc ve ide r dd ,NO EWE ss 1100 .tin aa" SMUT: 3 OF 6 "E' CESCIEPEOR Mm sr ti as 4 i . ill --- .n no 11J111:iiEr TI;* IrI hI I: ; ;� iI::� ol r yil, 1 � i Ia ; Iii • $ O. ® 9 Mig1. 6;. I> ' 1h' ooOOI ;!{ ? } ' , ® P 7 .:rIi. riieir.II � n Ha ! oinii--1 IliI G�s g;S RIL j I .ell 113113131 OM 1101114.41).6 DIAv q VARIES ��ccc DEPENDING gE. ON HEAD& 8 9 SILL CONDITION I o ;dl CD 1 AP q y r�-� u'Ilii it!i��li��'iNiti!IBii�i��!iOi151, o '.• ly 11 m0al �1 c, ,..., C �, ' z r—mr___ 1 MI ; 1 1 i • ,A B9RTR I (sa seem) . i i I: lig 4 a" R n1 VARIES DEPENDING ON 6:9 Pi. HEAD&SILL coNomoN PP:tii TT) rigi likp. f RII,N r GidT�>. O osm 0 iiliti ib. i PQG jIi;ffiili :ill lii7Alm,. ti; 01 oqiA — -1 rit ZS P 1 110 t!1101 1' B tu 1<"/ 1 j-cur.Nl .F:M,''itl:i i:llll�:i.:r,n IFil4 uj'Ia"11!1". CA a, A. I �"!`1,4� 'ltl!I.9ail� I�i il' P n C' isiP s !I i„141,, . ___i Z 1„1,4 IIR Illi601 r.'. j f.I h:L Q i lyj; yid z ii i�i1 tia,ili:;,Il,Ili.>x I/i.,, p IA il ;ua'hl l l it,. I,�ri�a7i 11 �lili 1121 ,?' z A PROJECT/13099106 KG MANUFACTURING APPROVED BY: DATE: �� 1720 MAIN STREET NE,UNIT 1 ROBERT AMORUSO 02/2509 Robert J.Ammo* PALM SAY,FL 32905 .56 P.E.Na 49752 ,mak IMPACT KO STORM PANEL 1°TQ VERTICAL&HORIZONTAL SECTIONS .'• 199PNIm PA auhR er. MI* SMC 02/26/09 PTC,µCa SCALE oaAwn 1535 N.Copewrol creel lune C23 N.T.S. KDAI0001 Reek:Ado.R AMA 92955 ue adv: VERT: MI cwkw aA.AAAAwe w.9103 nem 321 2.0110.1iw 4 OF 8 Acv oeewrnax orn er 0 in 1.85" Fjd 2.ee—�{�r.13. /., a ea.e L. . ILi q 4 g i . N. ' I ..1n• N I U O) 3.73e• O. !• 4 N 7.300-1{...._1.33.' N 2.000• p U p N O ! 3�G( ��q Cep kik i OJ N / 3LP a tot °; o r z 2 ow 555 oL i i k Y----2J15•--I I --11-D.1„• _ „Sou - I-7-1 ,-77 ! .1..i 0.915” 1+— F--un ., --Is— m 1)1 °��I �—� me>NR, 0 ISI 0 m I 1— H u• O ®®8 E z r z 1 2 // // EDm +'• iz� =� m -3L—{�e :2 El 1-7.g 4 ii; l; ...i 7 r/ 4 Ay /-X Z0 rCBN— m � lo.ocr. Y imZo rnm 2ny <m x Q TyZ Z3Nk'_1n•' Z Om 00A% r - q<rn Z P3z3 C mP !n O PROJECT 03040:06 KD MANUFACTURING APPROVED BY: DATE: RobutJ',enact' 1720 MAIN STREET NE,UNIT 1 ROBERTAMORUSO 02:26.69 FIDIO.P.O.NA.40252 PALM BAY,FL 32905 'Ate IMPACT KD STORM PANEL COMPONENTS • jtAkjiiLj � 1 PREPARED en oaANaer. DATE SMC 02/26/09 PTC.LLC1!C SGIG: DMHING NO'. 1533 N.Cop.w.Y Street Sul:.C2.5 ` N.T.S. KDM0001 P.oOil.dg.•Flo.0a 11755 N.v Rene 321.M0.17M staff ;LPL Careers.el Auihdulen AO.MU y 321.116111761 - 5 OF 8 NEV Of SCRPI,On 0)30 53 1/4"DIA. ANCHOR SCHEDULE I PA1E3.SCHEDULE NOTES: 4' 14 PANEL SCHEDULES MINIMUM MINIMUM MN.SPACNG 1.ENTER PAIEL SCHEDULE WITH iN]BII1V[ANO NEGATIVE FASTENER TVP! SUBSTRATE EMBEDMENT EDGE 01ST. BETWEEN DIAMETER D DES/GN LOAD TO DETERMINE N MAX.LENGTH.POSSTIVE/5/ADS FASTENERS (Ie.J LESS THAI NEGATIVE LOADS ARE ACCEPTABLE TYPE 8TRBR;TH IIa) (61.) (1•J 0.050"ALUMINUM 2.FOR DESIGN LOADS BETWEEN TABULATED VALUES.USE 1/4"DIA.WOOD SCREW DESIGN PRESSURE PSF �c"�LOAD ORUINTERPOLATION TO ) MAX.PANEL I 1 S-PF SG•0.42 17,8 1 11/4 1U g' ( DETFRFBNE ALLOWABLE PANEL LENGTHS. TAPCON SG S-P-F SG=0.42 1 1/2 3/4 1,µ 114 i POSITIVE NEGATIVE LENGTH(L)IN. sAANVsSHUTTER SCJ>EWS SPF sG.a12 1172 14 1 t14 114 m p 3.USING 7HE CODES AND TEST REPORTS CRIED HEREIN WRH FEMALE ELCO PANELMATE SPF SG•042 1 717 314 1 1/4 114 28 28 144' SPECIF/ HELD CONDITIONS AND SPECIFIC MOUNTS.* B-CO PANEIUMTE PLUS 3 PF SG•0.12 1 7A1o W 3/4 1 114 0 31 31 138' METHODSRNEDMAYA RESULT N HIGHER VALUES,WHEN AU.POINTS WOOD BUSHING S-P-F SG•0.42 79 9N 1 114 0 OET1NEENED AND CERTIFIED BY A LICENSED PROFESSIONAL a 34 34 132" EIEC 1/4"DIA.CONCRETE SCREW IN CONCRETE/MASONRY ,.- 37 37 ELCO CRETE-FLEX S54 CONCRETE 3350 P51 134 114 21/4 1N .... ■ 126" 4.THIS SHUTTER SYSTEM IS OF-SIGNED SUCH THAT THERE IS ITW TAPCON(CS) CONCRETE 2000 PSI 114 3 3 40 40 120' NO SEPARATION FROM THE GLASS REQUIRED PROVIDED 11W TAPCON(SS)(SCOTS) CONCRETE 3000 PSI 13/4 21/2 3 1/4 SCHEDULED PANEL LENGTHS ARE USED. UI 43 43 114" ELCOSAPCON CONCRETE 2700 PSI 134 1 4 114 POWERS TAPPER CONCRETE 2000 PSI 111 4 21/2 1/4 $ o 46 46 108' ELCO PANELMATE Plus CONCRETE 3350 PSI 114 2>R D 1/4 549 49 102" POWERS CALMS CONCRETE 2000 PS 7a 2 11/4 1/4 p B TAPCON SG CONCRETE 3295 PSI 13/4 1 114 3 114 52 52 196' SAMOS S SHUTTER SCREWS CONCRETE 3295 PSI 21/4 1 1/4 3 1/4 3t 1F 55 55 90" 1/4"DIA.CONCRETE SCREW IN CMU HOLLOW 6 1- JJ TAPCON SG ICHIT HOLLOW 1500 11/4 21/2 3 1/4 z W¢ SAMMYS SHUTTER SCREWS rI(_'JII HOLLOW 1500 11/4 2172 3 1/4 tl Z~ rl POWERSCALK-N 1500 C90 7.0 9 2172 114 2 W 4 12 y ci DZn 2m :1n ~ 1/4"DIA.CONCRETE SCREW IN CMU GROUT FILLED 8 8 d o w E B z 24 GA.GALVANIZED STEEL sAV Mrs SHI 1TFR SCREWS CMU Falb 2000 2172 I 1 114 I 3 I w• <"'>NO g g iDESIGN PRESSURE(PSS MAX PANEL CMU GROUT fl t( ztl TUP � FILLED 2000 1314 1114 3 1/4 4 Z COm O POSITIVE NEGATIVE LENGTH(L)IN. _ I-� 25 28 144' PRODUCT LABEL >< a OR ��$8 27 29 138' i 29 31 132" IED MANUFACTURING,INC. 31 32 126• PALM BAY,FL 32905 "� 33 34 120' FBC 2773-R2 {` illk 35 35 114' ASTM 5330,E1888,51998 37 38 108" 39 41 102' _ e 114.20 WASHER 41 44 96" WINCNUTO d 47 90" 114-20 X 3FP KNURLED STUDS r p 43 45 I I 00Th WASHER WNG'AIT OR „ \ u 50 84' 1/420 SDEWA KBOLTS WON �' B HAMXL BOLTED POWERS CALKN FOR 8 Rt IN PUCE WRH DIRECT MOU T $ i3 05 BOLTANO BUT % 1• 1 W O6.- � I � � a 1 . za u" TX C MAX x UTALLM im Mr , •r ANGLE OR DRECT MOUNT PANEL NOTCHED AT BOTTOM TO PASS OVER STUD AND 14-20 BOLT WITH LOCWIUT VANDNUT OR SICEWALX 5-1/2"TO 7-172'FROM BOLT AT Sal-EACH SIDE BOTTOM ON EACH SIDE EGRESS SHUTTER ASSEMBLY -1 arida Building Code Online Paf;,, of 2 • •ti. rs .a--w-..+c+•• 4-� t!n,.. ,--r r( 2II .r_,yy�' �w'�'-•L-...... (mss i .• �f/ �^ fit...r. -:,3�,Q't::L;. ;ail ; ' 4bf;d50.7,Dartrorq SCIS Homs i Lop In 1 User Registration I Hot Topics !Submit Surcharge ; Stats a Facts !Publications i fBC Staff t(3CIS Sits Map ;links 1 Search Busines3K )) Professibna) tip:'Vlic BilP od bctUser uApproval Regulation tkiataaffidtiohgt9t'bleftlrt+: Ploduct.AppmyaLF!enu>Eratiuct.nc1lnplicatil sgac b>ApnucauPD.uss>Application Detail `•terns:...ar- :Me." ;„t sS ....;ra •- .i-4 FL# FL15263 :tfi,;.,_,-�P;:Lw .b•'• Application Type New tli f:I ia-;19i 5-'r�,tt,� Code Version 2010 '`°=``'`=''11.45: "`�" Application Status Approved Comments Archived f • • Product Manufacturer Ply Gem Windows Address/Rhone/Email 433 N,Main St. Rocky Mount,VA 24151 (540)484-6348 tarthur@plygemwindows.com Authorized Signature Travis Arthur tarthur@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows D Subcategory Mullions 3 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed J Florida Professional Engineer F Evaluation Report-Hardcopy Received D Florida Engineer or Architect Name who Hermes F. Norero developed the Evaluation Report 3- Florida License PE-73778 _a Quality Assurance Entity National Accreditation and Management Institute - Quality Assurance Contract Expiration Date 12/31/2014 Validated By Locke Bowden F Validation Checklist-Hardcopy Received Certificate of Independence EL3,52 J1ILC01 Col PlY_Ge111 5 11.1 Referenced Standard and Year(of Standard) Equivalence of Product Standards Ccrtified Dy Sections from the Code 1715.5.5 • .. „ ra !.3_I_._II_1f.-- _—_r.-..I.--. ..-..., Aft ..r.,,,,9.,.,. ,,,r1:TTYrh,,tT1n.,Y.,VVTeT71(1 .1/17/7111'9 . 1onaa t u1IC1IIlg Lode (inline Page 2 of L Product Approval Method Method 2 Option 13 Date Submitted 02/27/2012 Date Validated 02/27/2012 Date Pending FBC Approval 03/04/2012 Date Approved 04/03/2012 ;Summary of Products -- — _________ FL# Model, Number or Name Description 15263,1 Builder Series 1100 HP ----J Limits Mullion Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FUU.6,3 ROJI PGW15655Rstf Approved for use outside HVHZ: Yes ;Verified By: Hermes F. Norero, P.E Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See drawing PGW126 for design pressure tables, FL1.5263 RO AE PER1i321 SS.p_d( installation details,and anchoring instructions X1.2263 RO AE PER1.672_53241 Created by Independent Third Party: Yes 1x15263.2 Builder jerfes 1100 HP 'Horizontal Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F $�63 RO II PGti f Approved for use outside HVHZ:Yes Y�?�Norero, P Verified By: Hermes F. P E. Florida P E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See drawing PGW127 for design pressure tables, F_li15263R0_SE PPR1az2SS Of linstallatlon details, and anchoring Instructions i U15263 RO AE PE.g1874 SS,pcli - —.- i Created by Independent Third Party: Yes I I; 0,,c1( j I Next I Contaril.ts::>,9.3Q.A uthilonroe Strtt:l.Iallehasseo.ft.3Z.15@ PhoneASQ:AEati324 The State of Florida is an AA/EEO employer COpvflg t_20D..MI.D•Stale_oLEIgddA,::P.rlvacy_statemtnt::gtcesslbllltv.Statemcot::ge!.und_staiement under Florida law.e•molt addresses are public records.If you do not 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 mall.If you have any questions regarding DSPR's AOA web accessibt!Ity.please contact our Web Master at)yebmasteradbRLSlatedl•.US Product Approval Accepts: 4;1 Iii:',stI 0 c ve.iatan SeCItrltvnt✓It:n.. 0 PgMil Trull ed I 1N' hM . . . . i _t., --•--.n.___ .rmrvn.,ry w.,/,,NriITTT71 r1 d/1 7/x(11 . • i 1 PLY GEM WINDOWS p ^q vWIOOW_ LvlNoow •'-'';, PLyGEM �0... 1 GEM tl INDOWS — wnorH I'Qonr � 1 BUILDER SERIES — 0 1 ;11°.�';;,I. 1100 HP VERTICAL MULLION ■ ;0:; IIINNDOW I.IVLL '.•1.p ! 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V.*•Sl:•17R..:1 Ki :'*+'r..,c'•yn16:01 sl..a.3 .s.�kt' J.r.�3liLa.�'.�:t"a...''�S•ii:::�.:@_� :i••r'7a8+1��'�'t,�•'";�.i'� r ''I7:df a r;i•p'tlml:N BGS Homer Log In User Registration Hot Topic 'Submit Surcharge !Stats&Facts ;Publications FttC Stall SCIS Site Hap I Unks I Search Business/ Professional �l ProductuApproval Regulation Rameei emit/. ISIbliltfd/. era1IGCLAppszvell ecu>PI.PdUCLQ SO aliCa110B.5eALCb>61)fhiCRUe0.11st>Application Detalt y:{- `ErT,e •.3 FL# FL14252-R1 4 '• „ -T;l Application Type Affirmation •:,1 ;— ikeg 4• Code Version 2010 Application Status Approved Comments Archived (- Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount,VA 24151 (540)484-6348 tarthur@piygemwindows corn Authorized Signature Travis Arthur tarthur@plygemwIndows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Z Certification Agency National Accreditation&Management Institute, L Validated By National Accreditation&Management Institute, 7- 7 Referenced Standard and Year(of Standard) SL�p�a[d 1r_p._t i AAMA/NWWDA 101/I.5 2 1997 AAMA/WDMA/CSA 101/I.S 2/A440 2005 Equivalence of Product Standards Certified By F I affirm that there are no chanucs lit the new Florida tluildlno Code which affect my nrodurt(n)and my prorluct(s)are In compliance with the new Florida Building Code Documentation from approved Evaluation or Validation Entity r Y,,.t r C.ti/A EU Z 11S.0_C S,A),Q252 SS,pdf hitn7//www.flnridahuilding.org/nr/nr ann dtl.asnx?naram=wGEVXOwtDauDE.TErtOSClen. . 4/17/2012 J. svtiva iruiiuiuev L•vuG vrltutc Page 2 of 2 t • Product Approval Method Method 1 Option A Date Submitted 03/06/2012 Date Validated 03/06/2012 Date Pending FBC Approval Date Approved 03/09/2012 summary of Products —"–`"--"---- --1 I •FL# Model, Number or Name IIDescription L4252.1 1111 Single Hung-7 Builder Series 1111 Single Hung IL of Use Certification Agency Certificate Approved for use in HVHZ: No Ei, 25_2 RI__C_CAC NIQ06655_-_R3 ED_ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2014 Design Pressure: +40/-40 Installation Instructions Other: ELJ42.52_E.LIspGW04,5.pdi I Verified By: Kristina Daugherty 68455 ' Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 14252,2 1111 Single Hung IBullder Series 1111 Single Hung Limits of Use (Certification Agency Certificate Approved for use In HVHZ: No EU4252 R1 C_CAC NIOQ .161-R4•Pr2E Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2014 Design Pressure: +40/-S0 Installation Instructions Other: Elliv52 RIII PGW044.p.J1 Verified By: Kristina Daugherty 68455 Created by Independent Third Party: Yes Evaluation Reports ' EL14252 E 1_,K_UBJ 235.,.Rd1 Created by Independent Third Party: Yes 14252,3 dill Single Hung Builder Series 1111 Single Hung Limits of Use Certification Agency Certificate • Approved for use in HVHZ: No EL}4252_R1 C C NI00 12-R22P_E Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2014 Design Pressure: +35/-40 Installation Instructions Other: El-.1A2.52_11_1I_PWOAg Rd( I Verified By: Alexis Spyrau 68101 Created by Independent Third Party: Yes Evaluation Reports E114252 Rl AE LESJ25g,01 Created by Independent Third Party: Yes Brick 1-----,,,„,-- -1 Contacl_Us::1940.Nortb.i:toncoe 1tcect._Toilahastec F.L 32399 Pllnne;.eSOui07_1e29 The State of Florida Is an AA/EEO employer CopyrJyht 20Q7 2OIO_51ato_ol_Fiorlda,::EdvatyStateerent::Accessibltlty_Stotoment::Refund-Statemenl Under Florida taw.e-mall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do oat send electronic mail to this entity instead,contact the ofnce by phone or by traditional mail.If you have any questions regarding OOPR's ADA web accesslbItlty.please contact our Web Mauler at webmmasteradbpcstatedLus Product Approval Accepts; Q, ;ha:t El 0 aCtalt,,,,=iii .,..=. verision [� .'I( �Y.-.' hifill/www.floridabuildin.q.org/Dr/nr aDD dtl.asnx?Darain=WGEVXOwtDatIDE,TErtOSCen... 4/17/2012 If4PLY GEM WINDOWS PLY GE IN®0 s 433 N AMEN ST_7010M,39. AOCrY SAOVNT.VA 2401 BUILDER SERIES 1111 VINYL TILT SH PH 340-/646316 Fr.5iSJ1a.6t61 INSTALLATION NOTES: WINDOW _ m L MEW INSTALLATION ANCHOR IS REQUIRED A7 EACH ANOMIE UT LOCATION SHOWN,UNLESS OTHETIVASE STATED. Nr 2.THE MBER OF INSTALLATION ANCHORS DEPICTED IS THE r a N V N ; NU MINIMUM NUMBER OF ANCHORS TO DE USED FOR PRODUCT 2 r .. n INSTALLA710It a 0 ./3LL =. 3.1NSTALLINDMDLJALINSTALLAAON ANCHORSI.TTHINA Sj S--1 34 u TOLERANCOF:1/2 INCH OPINE DEPICTED LOCATION TEETHE .. 1-'" T 4 ANCHOR lAYOUTDETAIL(LE.WITHOUTCOAOTOERLTIONI OF �~.. ~ m g a TOLERANCES TOIEINNCFSARE NOT CU MULL71VEFROMONE O w" U) C u� 1rJ5TA1LlRONANf7fOR TO TNF NEXT. wH 4�3 u 4.FOR INS TALJATIONTNROUGH 274 RU SL USE RE WOOD SaE W OF W N SUFFIOE(i LENGTH TO ACHIEVE I3/7INCH AIINIAIUAI rvT q EMBEDMENT INTO WOOD SUBSTRATE GENERAL NOTES UUrr S.FOR INSTAl1AT1ON THROUGH 2X Rua USE Sd ROORNGNAR OF i THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED Q SUFTIOFHTLENGTH TO ACHIEVES 2/2 BICH MINIMUM TO COMPLY WITH THE 2007 FWJUDA 0UILDING CODE•EX4IUDING EMBEDMENT INTO WOOD SUBSTRATE RECOMMENDED NM WIN. > g HEAD DIAMETER TO RE AT LEAST 0.375. • AAMA/MVWDA 202/1_12-97 01 R 6. FOR INSTALLATION THROUGH STEEL MID USE AR SELF TAPPING 2.ADEQUACY OF THE DIMING STRUCTURALCOt1CRETF/MASONRY, (f) SCREW OR EQUIVALENT Of SUFFICIENT LENGTH TO ACHIEVE 3 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING TABLE OF CONTENTS Z THREADS MINIMUM ENGAGE.AtENTTT!ROUGH STEEL FRAME SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED SUBSTRATE PRODUCT WADS TO THE FOUNDATION IS THE RESPONSIBIUTT OF MEET REVUTON SHEET DESCRIPTION 0 THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF H Z 7.MINIMUM EMBEDMENT AND EDGE DISTANCE ERTUUE WALL IUSTAUATIOIL O INSTALLATION 8 F,ENERAI.NOTES �F� 0 FINISHES,INaUDVIG BUT NOT UMITED TQ STUCCO,FOAM,DRIES �+J VENEER,AND 51015G. 3.2XBUCKS NWHEH MED)SHAU.BE DESIGNED AND ANCHORED TO 2 ELEVATION S ANCHOR.LAYOUT j .a. PROPERLY TRANSFER ALL LOADS 70 THE STRUCTURE.EUCc ec N,INSTALLATION ANOLORS ANDASSOCATED HARDWARE MUST BE DESIGN AND INSTAUATION IS THE RESPONSIBILITY OF THE 3 • VERTICAL SECTIONS MADE OF CORROSION RESISTANT MATERIAL ORHAVE A ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF W W 4 CORROSION RESISTANT COATING. INSTALLATION, • HORIZONTAL SECTIONS 6 GLAZING DETAIL a 3 • COMPONENTS A BILL OF AUTERTA S 9.FOR HOLLOW RIDES AHD GROUT FILLED RLOO4,DO NOT 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND INSTALL INSTAIUTON ANCHORS INTO MORTAR JOINTS. MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF EDGE DISTANCE IS MEASURED FROM FREE EDGE OF MOCK OR SITE COPIDMO SCRUSE INSTALLATION TO DEVIATE FROM THE EDGE OF MORTAR JOINT INTO FACE SHED Of em REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR O ARCHITECT SHALL PREPARE SITE SPECIFIC LOCUMENTS FOR USE 10.INSTALLATON ANCHORS SHALL RE INSTALLED IN WITH DNS DOCUMENT_ C't Z ACCORDANCE WITH AJJOlOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SOUL NOT BE S.APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED TO PROTECT USED If/SUBSTRATES WITH STRENGTHS LESS THAN THE THIS PRODUCT IN AREAS nEESUIRJNG IMPACT RESISTANCE. • ?% '- Nr- MIMMUA1 STRENGTH SPECIFIED DY THE ANCHOR = Z. N• _ .. 0 ...is, Ep MANUFACTURER. 6.WINDOW FRAME MATERIAL:PVC i L7 •jL~ z SLINSTAl1AT1ON ANCHOR CAPACITIES FOR PRODUCTS 7.GLASS MEETS THE REQUIREMENTS OF ASTM ELMO GLASS CHARTS. •.- H ` ' Q� �Q 4 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE SEE SHEET 4 FOR GLAZING DETAILS ~ : Vi i FOUDWILIG PROPERTIES: DESIGN PRESSURE RATING : (-0:4 jX1' A.WOOD.MINIMUM SPECIFIC GRAVITY OF QHS. d DESIGNATIONS TANG'O'STAND FOR THE FOUOWNK: '� ; • C�1t B.STEEL•MINIMUM YIELD STRENGTH OF 33 X51.MINIMUM WALL X OPERABLE PANE( GLAZE TYPE DESIGN PRESSURE MISSLE IMPACTDATING • E THIEXHESS OF 33 MILS. O: FIRED PANEL •. .. 1 +40/-40 P5F NOT RATED g 2rzS DWG PI PC W045 SHEET: 1 of 5 ate: ,tee R z yV<P • 4 `T' I I 1 r H a g�= '' -j 4 4 A ,,,E I-- A$q 95 5 I 40 s.'Y ► ... I ! 1 Q1 } P P- 1 P• D> OP 0 r A ` II 11 ,,o z o t zs o �-< fi g -1 2; n 4 A 5.ci O Z (n D .......�,,, .... DATE: •, TITLE: `� fn ^� 1.10.11 _ c.�. 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PGWO45 SHEET: 4 OF 5 BILE OF MATERIALS ITEM NO. eESCArPrroN FRMIE HEAD 1 Z 4RAME SILL PVC PLY GEM WINDOWS FRAME HEAD �� P L\/ © PVC PLY GEM WINDOWS O PVC 2 FRAME SILL O FRAME JAMB ,' yN,1GEM. 4 ® PLY GEM WINDOWS PVC _ H TOP RAIL PVC .n x UAW Sr,ro Iox ss2. 5 SASH BOTTOM RAIZ, PLY GEM WINDOWS aom.wVrir,v�laui 6 RAMEFIXEDMEETINGRAIL PVC PLYGEMWINDOWS 2.75 PVC PLY 6EM 2.75 2083 111.541:1-1.14.6348 2 NO-4644M] 7 SASH JAMB RAIL �M WINDOWS B SASHGLA7G BEAD PLY GEM WINDOWS 9 SILL TRACK PVC PLY GEM WINDOWS '.01. .`; 1t10 5/WEEP LATCH8' �LOCK SS MEM PLY GEM WINDOWS 3272 t , 2.823 �� 2513 �+ ,e u w N e f 2 I � ' j ? ��'1 �� o 12 SWEEP LATCH KEEPERIIIIIIIIIIMIMMIIIMIIIIIII ----LL Z 2 u, ®Q-LOCK WEATHERSTRIP Z or Iiinimmin 14 GL.ZING COMPOUND o j: 2 m a _ SILICONE m F c .r OJ O NlW. 1''ix" Ft', ' i - VC �___ n SASH BOTTOM RAIL 0' FRAME FIXED MEETING RAIL VVI 1.824 I-- 0.99 a co 1423 -� Z iS. 1.943O i f--1 0 g LU LI LL' o GLAZING BEAD ® SILL TRACK ..- . . • - PVC PVC 0.71 1, +: . P. 1 r L____± . . .. . r, 4 ,,, .. ....,. ... .-.: ..151i: 0 279 '-- r Vl 03 i. •d O U n 7 'DWG M: PGW045 5REET: 5 OF 5 )rida Buil Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param—wGEVXQ... 1 T �*�r,i, '- arras. f,-0 t n 4), f Ill ,�� '.'4 Ce-e a- v— �s [r/trujSlS)t � �{�° ,Y�i� "Sac}s' R7 �8k., fa• •' k f e1' ...,,it !.,,,.!: .,,,...-.r.-ii �," j -s ,,` h.�1 y��„p.JF( E ti FF Rii,'.� .a!le, � 1,5?u Tx ',,ter„•^,,,•.,,10,..,),,,„1,,...,,.:.,,,,:, k:A$ _.pr'_ QJX ,•PP :I gg' :0 it Florida Departlnentc KIS Home : Log In . User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff ! BCIS Site Map I Links • Search Busines '2 _' Professi raI �-� it,ProductIcUPProval Regulation Llanseefdendy.Aryufatekitty. Product Asnrov l Morn,>product_or Aoolcatlon Seat$>Aooliaglion List>Application Detail {3;a& ft.'ki`' .t.: FL# FL15279 3 A ft Application Type New '1' 44:s ',a• m,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 Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfleld@dopay.com r- I nn Authorized Signature Scott Hamilton I, • shamllton@ciopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc.-ETL/Warnock Hersey Validated By Gary Pfuehler F Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 RO Equiv 20120306-FBC- DASMA 115 equlv.odf Product Approval Method Method 1 Option A f 7 4/10/2012 1:48 PM „ Milnu,i111111urume http://www.tlondabuilding.org/pr/pr_app_dthaspx?param=wGEVXQ... Date Submitted 03/02/2012 Date Validated 03/12/2012 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products Go to Page L ig Page 3/70 FL# Model,Number or Name Description 15279.41 041 W5-09 SPO-2F449:Grand Steel Pan(min.24 ga.)with Overlay Single-Car(up to 9'0” Harbor,Stone Manor wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of insoection.pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103552-Rev05.pdf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the Impact resistant requirement for Ell/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.42 042 W5-09 W-18899: Reserve Reserve Wood Single-Car(up to 9'0"wide)WINDCODE® Collection RHxx,RRxx,RCxx W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with oroof of contract and Approved for use outside HVHZ:Yes proof of inspectlon.pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-36 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 102466-Rev06.odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the Impact resistant requirement for ETL/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.43 043 W5-12 AL-1F499:AvanteTm Full View Aluminum Residential WINDCODE®W5 Sectional Door,up to 12'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspection.pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek,odf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 103445-Rev04.pdf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for ETL/Warnock Hersey windbome debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.44 044 W5-16 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga. min.; 2051,2053,4050,4051,4053, interior skin 29 ga. min.)Double-Car(9'2"to 16'0"wide) 62,64,65,62G,62LG,64G, WINDCODE®W5 Garage Door SDP38,SFL38,SRP38, 134, 135, 136,6130,6131,6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of insoectlon,odf Impact Resistant:No FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 101595-B-Rev13.pdf f 7 4/10/2012 1:48 PM vi uaDuiiruin http://www.tloridabuilding.org/pr/pr app_dtl aspx?paranrvvGEVXQ... windbome debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.45 045 W5-16 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.; 2051,2053,4050,4051,4053, interior skin 29 ga. min.)Double-Car(9'2"to 16'0"wide) 62,64,65,62G,62LG, 64G, WINDCODE®W5 Garage Door SDP38,SFL38,SRP38, 134, 135, 136,6130,6131,6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant:Yes FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)are Impact-resistant(large 05/21/2028 missile Impact). Installation Instructions FL15279 RO II 101595-A-Rev13.pdf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.46 046 W5-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: Double-skin Insulated EPS GR1SP,GD1LP,GR1LP,AR1SP, (exterior skin 27 ga.min.;Interior skin 27 ga. min.) AR1LP,ED1SP, ED1LP Double-Car(9'2"up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.Ddf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The product without glazing DOES comply with the 05/21/2028 Impact resistant requirement for windborne debris regions Installation Instructions (ref 1609.1.4 FBC). FL15279 RO II 104004-RevOl.Ddf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.47 047 W5-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double-skin Insulated EPS GR2SP,GD2LP,GR2LP,AR2SP, (exterior skin 27 ga.min.; interior skin 27 ga. min.) AR2LP,ED2SP,ED2LP Double-Car(9'2"up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with oroof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 104030-RevOl.Ddf windbome debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for ETL/Warnock Hersey windbome debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.48 048 W5-16 DSIEO-1F479: Double Skin Insulated EPS(exterior skin 27 ga. min.; Coachman/Settlers/Affinity Interior skin 27ga. min.)with Overlay Double-Car(9'2"to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with Droof of contract and Approved for use outside HVHZ:Yes proof of insoection.Ddf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.Ddf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The product without glazing DOES comply with the 05/21/2028 Impact resistant requirement for windborne debris regions Installation Instructions (ref 1609.1.4 FBC). FL15279 RO II 102997-Rev07.pdf Verified By: Intertek Testing Services NA Inc.- ETL/Warnock Hersey f 7 4/10/2012 1:48 PM OrldaBuil Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param wGEVXQ... Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.49 049 W5-16 DSIEO-1M479: Double Skin Insulated EPS(exterior skin 27 ga. min.; Coachman/Settlers/Affinity interior skin 27ga.min.)with Overlay Double-Car(up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of insoection.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 103710-Rev02,odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for Ell/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.50 050 W5-16 DSIU-1A171: 9130, Double-skin Insulated PUR(exterior skin 27 ga. min.; 9131,9133, HDP13,HDPF13, Interior skin 27 ga.min.)Double-Car(9'2"to 16'0"wide) HDPL13,7130,7131,7133,8130, WINDCODE®W5 Garage Door 8131,8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspectlon.pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 104191-RevOl.odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc. - DOES comply with the Impact resistant requirement for ETL/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.51 051 W5-16 DSIUO-1K479:Canyon Double Skin Insulated PUR(exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga.min.)with Overlay Double-Car(up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspectlon.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RO II 104264-Rev02.pdf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.52 052 W5-16 PAN-2F153:84A,94, Steel Pan(min.25 ga.)Double-Car(92"to 16'0"wide) 73,75, 1500, 190,4RST,4RSF, WINDCODE®W5 Garage Door 6RST,6RSF,48,42, 55,48B,42B, 55S,GD5S,GD5SV,GR5S,GR5SV, AR5S,AR5SV, ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoectlon.pdf Impact Resistant:Yes FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional 05/21/2028 Impact-resistant glazing are impact-resistant(large missile Installation Instructions Impact). FL15279 RO II 101593-A-Rev14.Ddf Verified By:Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: )f 7 4/10/2012 1:48 PM onaatstlll tniline http://www.tiongabuliaing.orgpripr_app_ati.aspaparam=w LibVXQ... 15279.53 053 W5-16 PAN-2F153: 84A,94, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 73,75, 1500,190,4RST,4RSF, WINDCODE®W5 Garage Door 6RST,6RSF,48,42,55,48B,428, 55S,GD5S,GD5SV,GR5S,GR5SV, AR5S,AR5SV,ED5S,ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with oroof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant:No FL15279 RO C CAC W5 Llstina Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 101593-8-Revl4.pdf wlndborne debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.54 054 W5-16 PAN-2F156: 76,76V, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 2RST WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant: No FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 101593-B-Revl4.pdf wlndborne debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.55 055 W5-16 PAN-2F156: 76,76V, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 2RST WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with oroof of contract and Approved for use outside HVHZ:Yes proof of inspection.odf Impact Resistant:Yes FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional 05/21/2028 impact-resistant glazing are Impact-resistant(large missile Installation Instructions impact). FL15279 RO II 101593-A-Revl4.pdf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.56 056 W5-16 PAN-2F443: G4S, Gallery/Artistry/Expressions Steel Pan(min.24 ga.) GS4,GD4S,GR4S,G4SV,GS4V, Double-Car(9'2"to 16'0"wide)WINDCODE®W5 Garage GD4SV,GR4SV,E4S,ED4S,E4SV, Door ED4SV,SS4,AR4S,SS4V,AR4SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant: N/A FL15279 RO C CAC W5 Listing Intertek.odf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103471-Rev05.odf wlndborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey wlndborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.57 057 W5-16 PAN-2F446:G4L, GL4, Gallery/Artistry/Expressions Steel Pan(min.24 ga.) GD4L,GR4L,G4LV,GL4V,GD4LV, Double-Car(9'2"to 16'0"wide)WINDCODE®W5 Garage GR4LV,E4L, ED4L,E4LV, ED4LV, Door SL4,AR4L,SL4V,AR4LV f 7 4/10/2012 1:48 PM urn=DUI VIII= http:iiwww.tlorlQabuilding.org/pr/pr_app du.aspx'tpararn=wvEvX(t... • Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoectlon.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listin4 Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103471-Rev05.odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- DOES comply with the Impact resistant requirement for ETL/Warnock Hersey windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.58 058 W5-16 PANSP-2F153: 73SP, Steel Pan(min. 25 ga.)Double-Car(92"to 16'0"wide) 15SP WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspectlon.odf Impact Resistant:Yes FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional 05/21/2028 Impact-resistant glazing are Impact-resistant(large missile Installation Instructions Impact). FL15279 RO II 103723-A-Rev08.pdf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.59 059 W5-16 PANSP-2F153: 73SP, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'0"wide) 15SP WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of insoection.pdf Impact Resistant:No FL15279 RO C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103723-B-Rev08.pdf windborne debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.60 060 W5-16 PANSP-2F156: 76SP, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 76VSP WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Insoection.odf Impact Resistant:No FL15279 RO C CAC W5 Listing Intertek,pdf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103723-B-Rev08.pdf windborne debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page I d 40 Page 3/7 4 12 F Backl [Next! r'nntnrt 11c::1940 North Monmp Street Taaahnssee Fl 32399 Phnno:850-487-1824 The State of Florida Is an AA/EEO employer. v aht 2007.2010 State of Fbrda.::Privacy Statement::AVpssblity Statement::Refund Statement Under Florida law,e-mal addresses are pubic records.If you do not want your e-mal address released in response to a public-records request,do not send electronic mal to this entity.Instead,contact the office by phone or by traditional mal.If you have any questions regarding DBPR's ADA web accessibly,please contact our Web Master at webmacterasdhprctate Rus. Product Approval Accepts: If 7 4/10/2012 1:48 PM • CLASSIC'RAPED PMO.00651 9200 WIGHTL O' 'CLASSIC C WISED PAID DOOM BOOP EOM 1®E.1.3 24 W 24 M WS 23 DA 25 CA D6 25 GA 23 fib DC sLenQP suT PANEL LOC PAM- PMR-ENO DORS SHEET 1 OF 2 ISED REV DATE � CLDPAY 04A.M - 73.75 490.190 76 76V 7 .TD 0.9' S DOER VOM E SELLS EOM WIDTH TT ORM S EP MUM STILLS 90tT PANEL - DS D/=os AWEDINSI IAED 11/11 190.1500 IDEAL 4RST.Wu 4RSF WV, OUT - 911'To WA* L 0'2'TO 410' 1 9'2'10 11'2' 1 I Or NOM( 00 6/2065 UPDOm OS COREF. WAXES W.401 - 42.42) 55.555 - ..- 3 10'9'TO 12 ' 7 10'0'TO 0'10' t 114'TO 14'10' 3 DRIP L/OTII STILES WORT PANEL LOC PMR 12'6'TO 14'0' 6 12.0'TO 13'10' 3 15 W '0'TO IVO' 5 9'2'TO O' 07 .-NOEL 4 IS 111191 14'3'TO 13'9' 9 14.0'TO 15.10• 4 O _.Am wane Immo 10'2'TO 12'4• p& 9/7006 ADDED ROLLER OMEN 3 TO 23 16'0' 10 1610' 5 ORO DI lea 0*.WOOL 11'6' '17 OD 12/'L00/ ADDED IMPACT-RESUME UTE OPIOI WK SECTOR.WIGHT,21' SHEET 09 11/30/07 ADDED CONDO NOOOS AND CO16Dm OOPAY./CURES ANA DEAL Y/0 TARCONZ 1010E RAPED PANEL EH=DOERS 14'0'TD 16'0' S /7ETAL 1485/SCREWS _ I®FLS 23 CA 23 0A 1040 23 CA-25 GA M GLAZINGW TANT C2/2DIC.SANDARD OR , 10 00/01/00 AWED D/N 424 46D.565. CLOW cros. GDSN. TWA FOR DEEMS. DOOR ATL 0105 0 T00-I--DOE(CSP 0 M ° 'GALLERY' 06S ORSSV - - II X.SUN6ARD SR 6 19-1/316 f. DOT)AND URETHVIE AMORE(/ldA �1 417/4'SELF 11 10/21 11/14 IF Ewes /08 A45SV - - MPACT RTS4TA 42 ctAn.c 6 PANEL OStE ORS.NOTE 86011 11x0.ANO SCREMS /OD IDLED 2t-5/6'.14-t/e•. ° 12 12/2009 ADDED'CARRIAGE NOISE'EMBOSS DOORS CARRIAGE HOUSE' Ell= ED>SV -. - 14 M F1R1 IIH(3C 10 G N1RMETMTI HWY 13 02/2010 ADMPETAL FCR WAGE DESSTANT 4SSEIBLY(-A)AND STANDARD(-D). WOR PANEL LOG PANE. -1E C: Ot 14 Ac /2012 •REMO MOA SPEED TABLE FOR ASCE7-10:REVWFD TO TRO SHEETS. SHORT PANEL OPTION F LONG PANEL OPTION 20 co,NN.END 5115 AMMO TO 0008 SIOI NRH PATFNND TOC-L-OC SEMI O E. ISIM1 II I I l i( -(TOP.BDTT04 a CENTER). ;1FIII1IJiql '! I I 1 I i •Wil 7—,�T`I 1� ( ` \' ( ' slap IAP JONR 2,DICK r DLL IN-9A m �— 1 GA WA.STEEL _ :7A L Iii I ISI 11�II I ii ft �ii I I Ili I,1 YEM 1~ 77�,r84QD-ON PLED TO TOP ,y� CMT APPIED ro BOON� I n A STIDFSrm201. I - DM20-OH +ORER�MOQT SEM-10P 9E - O— :i 1 _ BRMS(50 ATTACHED EETAL SCREWS. �111,r' ] F ( � SNP UP JOOOL 1.- 01(4) N /1 'SHEET ` IF „I 'i'1 I I I :• P00ii 1l DOWTY 004.151210E RIA — IIMIlin INSL1AT10N 1-5/16'NCR MTM 14 G OILY.STEEL VW.NAELCE(1 BARER Ele MOO.EACH 1—,-��T�EFASiF1ED ro EIA 1'1 I�I A (MSVUTED MOOE15 OILY). j9rn450 M 1 11,x/9' _ - —___ ^J a(�)_i/a rJ 4•SELF Ini I_I I—' �_�I I I ' I ` P , TWO r TALL t m TI➢1'Ui: I ----DE,I�— ��I I DO 11 001 PER I J'TALL K m G STEEL ��SECTION. EACH LI-BAR ATTACHED5 SMOCK H IWO I - / `' I 1/4'+3/4'SELF TAPPING SCREWS PER SOLE LOCATION.. 4'1-: _. —.—._i� �EIWi 1, II 1--I rte. u DGMO RPI OF MEWL OS -_A I WOG �� MOM OU19DE KEYED 1.135(PO9TIO+ NPn Sni faOr b CD 1J G OVAL SOL 801701EBRACIQT.ATTACHED WK 16'-0• ID +\ MRN(2)/1406/r SHEET METAL SCREWS. 'CLASSIC' RAISED PANEL EMBOSS: 'OAS9NO C SRT ANANA IORASED-PANEL 9.3..slam ',yA°,O, wawa /LVL01U4 EMitU710N @ NN(L MEAlI1FR5'I1a0'. 'CARREXTRA STILES FOR LONG-PANEL MODELS. No E"�ALSO APPROVED. /1 / 40 f SFITYI A-A NEN\1M', IOTA-PMR DOORS MOH 11'4'MAC 15 100"NEE KOPPE 19 G MmS Iw6A COMMA&CENTER 5715 (5/10W-PANEL-(5/10W-PANEL MODELS HAVE FK06 RORY- 0LIED son SOATTACHED _ AS NOTED ABOVE) OMS COIR WETS LIR EXCEEDS TIE DESIGN LOADS FOR THE OIE COIDERVAL CENTER SPE PER SWIM 11'4•TO 14'107. 01.--.. //''006 AT � � U.DIME MRO SPODS USTED 0.00 ACCORONG 10 THE FLORET# 71q CON/OiRAL GOITER SOLES PER SEtIION 15'0'TO 10'01. s+ae ' ,DO,“ Kamm LV OE OR TIE N RRATENYL ENASEN•COOL(BASED R. TOE OONLEICIAL EDITOR STILES ARE AT1OED NCPW/T 00NED1 THE .E�Jr/ _- ASCE7-10)FOR THE RUMPS COMMONS:1)ENCLOSED DOSING HDSDOOML COM STAB 001DEARAI CODER SPIES ARE 013 BU6DR0,2)DOOR INS 2'OF NCIH N BUILDING'S ENO ZONE,3) *maim SRI.T00-L-LOC(TOP 4 BOTTOM)OR(4)3/19•POP WETS °IWC OF OR(4)/9 SHEET 160E 0(123 1,! u4woc N ANY RCOF ROPE.AND 4)TE57NG N ACCOROWCE Tani FN51/04sNA toe.SDE-SPFOOFIC CALCUA710NS BY A OUAUF D D®ISSSC3= ,00. !1" DOWN AROFESSCOW WY OPFER. nomw°ie,iron sRi — /'` a ooua SPEED 0ULTIMA00100 133 140 115 155 170 O1]9:r 16310I ECIS D(P®AE 1,C.0 D.C.D 4 C 1 310 4 C 1 (LCX PAR IMKIIW CATEGORY SEE SHEET TWO FOR ICA11 REEF FOCHT 29 15' 2Y 15' sr IMPACT RESISTANT CONSTRUCTION DETAIL "A" DESIGN WADS: +30.0 PSF& -30.0 PSF. AND STANDARD CONSTRUCT DETAIL "B"; TEST LOADS: +45.0 PSF& -45.0 PSF. TRACK AND JAMB DETAILS. +W&rACTT.ROG Mk=CODE *1+AL090 RA100 MAX.DIM SQA raP Clopay SST PAIS PAN-22153 PAN-27+06 RAVEL W 5 16'16.01.1 x 16'0"H LOW DLWXDTIO/ DESCN ENc071EfR:'ARK MES'rEAF1EID,P.E, 8565 DUKE BLVD. PEORIA P.E.145495, Building Products LIASON ON�pyp DATD 1/26/96 MODEL 73/75/84A/94: 16'W +30/-30 PSF NC KE TEXAS PE7 191917 Company��Comarolke N (SRiqMs R T 770-4800 MAUER VER, DRAWN WO MVAY - B DR"vD� 101593 - A/B I IBC FLORIDA PRODUCT MCT APPROO MAL 152779 p . I *CLASSIC'RAIS31 PANEL MOSS DOM SHEET 2 OF 2 14 DATE Tom' HMS 24 W 24 W 06 is 75 23 O.915 25 W O W 116 14 — SEE RENON 1•STOITY ON SLEET ONE O.OPAY MA 94 - 73.75 1300.190 76 7W VERTICAL 1!110 ATTACHME T(WOOD AM R I 111'^^) IDEAL 4RST./F• Iftti 6RST 64tF 66T -_ 3/8'o3•NAG SCREWS ON 24•CENTERS. 1-1/8.O.D.WASHER REQUIRED. LAG SCREWS MAY BE Ilam Ie,ISD IL 423 M. COUNTERSUNK(BUT NOT REQUIRED)TO PROVIDE A FUJSH MOUNTING SURFACE.HORIZONTAL JAMBS SHIRT PANEL IDD MID. DO NOT TRANSFER LOAD. •-1®6 6 IS FLUSH a:IL_ . : .1.,...61 '.1 •6. •,: I 1 :A• .I. •. :31 • 'CARRIAGE 71017W RAISED PAIa MOSS BOOM 3/8•x3'SLEEVE ANCHOR BOLTS ON 17•CENTERS(2,000 PSI MIN. CONCRETE).WASHERS INCLUDED ILLS 25 GA ES W DO 25 GA e5 W ON WITH SLEEVE ANCHORS. CUPAY mss, GT6SV, OR 'cLERY GRSD IWTSV - - w. 7/4'x3•TAPCON SCREWS ON 14'CENTERS(2.000 PSI MIN. CONCRETE)OR 8•CENTERS(C-90 ,0rzsiwr ARA ARSSV - - BLOCK). 1.O.D.WASHERS REQUIRED WITH TAPCONS. IDFv. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)TO PROVIDE A FLUSH MOUNTING SURFACE. ,CAeoAGE IwsE' E735 12.23V - - HORIZONTAL JAMBS DO NOT TRANSFER LOAD. scan MEL LQ6 PANEL OTHER JAMB CONFIGURATIONS, REFER TO DASLIA 7OS-161.A UCENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. PREPARATION OF JAMBS BY OTHERS ,IAMB CONTTCURATION SECTION C-r IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 101593-A STOP MOULDING BY DOOR INSTALLER(TO SUIT) S ON 1-. „•.41-;•.71..H.,i . . •P l•N 2x8 YELLOW PINE JAMB 20 GA MIN.GALV.STEEL ENO STILE '/� 20 GA.GALV.STEfl.INTER.STILE 12 GA.GALV.STEEL TRACK 18 GA GALV. BRACKETS FASTENED TO WOOD JAMB - :CENTER AED COMM.000:00016 - '6646.1:11 MD WE MittAvo r+u¢7. WRH ONE 5/16x1-S/8•L10 SCREWTER.SiLESum TOP ew�oiT rROMT MCALK. PER TRACK BRACKET. X7/16•LD.ROUND PUSHNUT SHEP PETAL/8• DOLES HORIZONML TRACK MI 1A Y GAIN.STEEL TRACK FASTENED TO FASTENER(ONE PER ROLLER). SOBERS. I' 12 GA.GALV.STEEL TRACK SU 51E WL''' 14 PI A,GAIN.STEEL RORER HINGESFASTENED TO ENO LenxYDr sIm RRA rNR FRPIE BRACKETTS.TRACK ATTACHED TO EACH STIES Dpi w/(4)#1405/8•SHEET METAL SCREWS AND BRACKET WITH ONE 1/4•x5/8'BOLT -(4) 1/4•x3/4'SELF TAPPING SCREWS PER END HINGE. 1 prim mArx IE •PACT 1161•661 &NUT OR TWO 1/4.014.RIVETS. 6R-[Q•611:661. 0671661 16061.6106 TO 09.4 MIHttenexsuzacti NM sorra r ROM 11.11 (w)M x�4'PM�D '•`DRi 2.10 BALL SHORT SID/STEEL BOLLEN WITH NOT T AFFRACK ECT ATN[WINO LOAD WING ABOVE he SOF INS COP. FN.•A onnes. STED_OR NYLON TIRE HORIZONTAL TRACK SUPPORT Br HORQONTAL TRACK SUPPORT BY IMPACT-RESLSTANT CONSRN ITT1r1N; DOOR INSTALLER(TO SUIT) DOOR INSTALLER(TO SU(i) DOORS OM r TAIL. `• 8'TALL DOORS AND UNDER SQL 00016( pA�O)OR DOORS OIIX OP11QO1 vIR-12 904T gALNOµE IWPCE-Ia�n✓w1.OPILIYL•LEC11011-1CACCD POLYCIABONAIE FRONT FOULS NL LUDO 3 of LOW1 SU:1432T.AN APPROVED CCI PLASTIC IN ACCORDANCE WPM 6D Fee 0E IF RUE: THE DESIGN OF THE SUPPORTING STRUCTURAL = EA DA.GALV.STEEL FLAG BR23 WIT :;''.�r- O000 DOOR ASSEMBLY OSw1m N CQP1wrl RIM 116 TEn1N 1RE15 M EACH FASTENED TO 91000.MAB WITH �• woo Raal•Bo1s OF DE PL NAM T5(AND I TERNATIOWL BU D•D ELEMENTS SHALL BE THE RESPONSIBILITY OF THE II/ �� 13 GA. STET D TO FLAG BRACKET. CEDE Am lEci DE I PACT�TMI RmumBRs(TEs.CHAPTER is FaC/1C} PROFESSIONAL OF RECORD FOR THE BUILDING OR F !. (3)5/16•x1-5/8'AAO SCREWS. I, EACH IA24EO TO WOOD JAMB WRH STRUCTURE AND IN ACCORDANCE WiTH CURRENT 2 GALV.STET TRACK• (3)5/16k1-5/B'91000 NAG SCREWS. SII BUILDING CODES FOR THE LOADS LISTED ON THE TRACK THC1o1E55 •060 MIN. 111 TOP.2-1 2•x12 GA.GALY.STEEL TRACK BRACKET.( STANDARD ASSEMBLY DETAILS DRAWING. S MAX t1•) eRAa�Ts PER sOE uP To 1o•HIGH.W DRAWING 101593-B (6)TRACK BRACKETS PER SIDE UP TO 12'HIGH.¢ DOTANOE BETWEEN FLAG MC TRACK BRACKETSDOOR NOT TO COXED 30.O.C. HEIGHTSECTION 13-8 (NON-IMPACT RESISTANi GLAZING OPTION) 1 24• I T v 1 z CALV.STEEL TRACK, t ; e*0' t. MDF.TRACK THICKNESS:.060' Mel. FRONT FRAE MIN V.V.CORM ON°wax sum.= MP •LsFS NOW 11NT marl'ME 0 NAOti*EA MAN w 1 9'1• 02 = •1 70• evA•T FRAME. 10'0' S' 'a V 1P/• 3u• FOR DOORS OVER 5��T M.2-1/2x12 GA GALV.STEEL TRACK : 24• 110 1N �5 , �,.. P & ' 1Tr 12.-o•HIGH.TRACK F� (4)TRACT(BRACKETS PER SDE. .Q Ii IY0'2 2 `44' CEx®GU MMAXIJ N SPACISHALL NG VOIDED•mcE I l'ii 3_1/2• n3' w PROVIDED.CONSULT FACTORY 111E RCTI►� /B.3/1•PAN HEM SGOT 1•M RPrm .. u 1 IN• FOR MORE DETAIL IF ROD. I �j (10 SCREWS PER Ills"). wee r.,....4— NEB' 1WC WA' 1W 35'0' IVY Ur Mr HEADROOM AVM,ARI F STANDARTI SS N'Y DNCTRI C'T1Y7::; .1. 1•.• r TRACK AVM ARI F AQ OP110IV1 DSO OR 1/0•ACYRLI UIQ AYAEAAE OPI2WL BEEPED. ACRYLIC CLAM 0 PUDO0 9E 02151 OR 1121E CP =MOLLAPPROyED auniM s rc ACCORDANCE Aral minx DESIGN LADS: +30.0 PSF& -30.0 PSF. ME ENTRE CCM ASSEMBLY 160111/1)II COUPLIAICE IRM =IX.MOS 1E 0 aau.mor15 TEST LOADS: +45.0 PSF& -45.0 PSF. OF TIE RCRM BLWDNO COOS CR O11FNM1x1ML macro Dom our pTEs�NM Rt w.cr IIIIP AiMANIFACTIRING PRODUCT CODE VDQO4D RATON Mx,KKR SIM RESTART REQIMOENI FOR 081009E OE1R6 REMON9 (RO'.CHARIER 16 F9C/IBC). OPNAAwY SNORT PANEL PAN-2E16J In PARC,FIN-2F156 % 16'01i DESCRIPTION 061011 ENCNQIt YAINIT WESR781ELD,P.E. 8585 DUKE BLVD. FLORIDA RE/48495, Building i I d i n g P ro d u Cts MASON,PLAT N 46040 DE' 1/26/96 MODEL 73/75/84A/94; 16'W +30/-30 PSF NC RE./23832, Company (513)770-4800 BRAVING NDOD• VER.DOLLS RE.#91513 Clopm cRrpaauol 9preF *. DRAW m INN B 101593 - A/B IBC FLOG RODE Q PRODUCT MCAT QPPG OO VQL 15279 • I. • MlicZMI• RADE .,, MIAMI-DADE COUNTY fa }iO3".' DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY PRODUCT CONTROL SECTION AFFAIRS(PERA) 1 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) T(786)315-2590 F(736)315-2599 Nww.miamidnde. ovl era/ PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -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. PERA 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. S(;"› ]DESCRIPTION: Series "SGD-770"Aluminum Sliding Glass Doors w/wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C,titled "Series 770 Alum SGD-LMI", sheets I through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/I 1/1 1, 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: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 &3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass,see glazing options, sheet 1, 5 & 6. 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", 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 he 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#09-0826.10 and consists of this page 1 and evidence pages E 1, ns well as aNI„uvd1 document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MANMADE COUNTY APPROVED NOA No II-1018.14 Expiration Date: February 17,2015 1\V1:1.1<< Approval Date: December 01, 2011 Page 1 PGT Industries • ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file #09-0826.10). 2. Drawing No.PGT0002 Rev C, titled"Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file #09-0826.10) 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) Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)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-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014,FTL-6015, FTL-6017,FTL-6023, FTL-6024, FTL- 6025,FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09,all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007 &FBC 2010, prepared by PGT,signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed &sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10,prepared by PTC,LLC, Robert J. Amoruso, P.E. (transferred from file#09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours& CO., Inc. for"DuPont SentryGlas®Plus",expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours"for "DuPont Butacite ®PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed &sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09,signed by Robert J. Amoruso,P.E. (transferred from file#09-0826.10) 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises #09-0826.10,expiring February 17,2015. i - -• , . .prove. .y : 4. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17,2015 Approval Date: December 01,2011 E- 1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR V GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART NOA DRAWING MAP- , GLASS STRENGTHS- T=TEMPERED HS=HEAT STRENGTHED INTERLAYER TYPE$ - SGP= .090 DUPONT SENTRY CLAS PLUS DBPVB=.090 DUPONT BUTACITE PVB SEE TABLES 1, 2 & 3 ONT+ G3•7116"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH AN.090 DBPVB INTERLAYER SHEETS 7, 8 & 9 GENERAL NOTES..._._ 1 ' G4-7116"LAMINATED:Q)LITES OF 3/16" HS GLASS WITH AN.090 SGP INTERLAYER QUALIFIED CONE* 2-4 G3A-9/16"LAMINATED:12)LITES OF 1/4' HS GLASS WITH AN.C90 DBPV8 INTERLAYER. 5-6 ANCHORAGE 7 GLAZING DETAILS_.._._ 7-1 G4A-9/16"LAMINATED:12)UTES OF 1/4" HS GLASSR WITH AN.090 SGP INTERLAYER. G5-1'LAMINATED I.G. 3116'T EXT.CAP+3/8"AiR SPACE+7/16'LAMINATED:(2)LITES OF 3/16' HS GLASS WITH AN.090 DBPVB INTERLAYER. DESIGN PRESSURES...._.7-9 G6-1"LAMINATED 1.G. 3/16"T EXT.CAP+3/8"AIR SPACE+7/16'LAMINATED:(2)UTES OF 3/16' HS GLASS WITH AN.090 SGP INTERLAYER. CONFIGURATIONS 15-167 G5A-1'LAMINATED I.G. 114'T EXT.CAP+5/16"AIR SPACE+7t16"LAMINATED:(2)LITES OF 3/16' HS GLASS WITH AN.090 DBPVB INTERLAYER VONFIGECTTIOSS 17 GSA- 1'LAMINATED LG. 114'T EXT.CAP+5/16"AIR SPACE+7116"LAMINATED:(2)LITES OF 3116" HS GLASS WITH AN.090 SGP INTERLAYER VERT.S ......_._ 18 2.DESIGN PRESSURES: HOR S SSEECTIONCTION.S.._.._ 19-20 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. PARTS LIST...._..._......._.._21 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS.. 22-23 3.ANCHORAGE:THE 33 1/''bb STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODL:CT. MATERIALS,INCLUDING BUT NOT LIMITED TO STFFI SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15.4.SHUTTERS ARE NOT REQUIRED. 5.INSTALLATION SCREWS FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6.REFERENCES: TEST REPORTS FTL-5980.FAL-5993,FTL-6001,FTL-6014,FTL-6015,FTS-6017,FTL-6022,FTL-6023,FTL-6324,FTL-6025,FTL-6028,FR-8031,FTL-6033 AND F7L-6036,DATED BB/7t09. ELCO TEXTRON NOA:07-0425.01,03-0225.05. ANSJAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE•AS APPLICABLE. I 9.CONFIGURATIONS SEE UP TABLES(SHEETS 7-9)AND CONFIGURATION ILLUSTRATIONS(SHEETS 2-4). A.D.L.O WIDTH=PANEL 1j/IDTH-7" B.D.L.O.HEIGHT=PANEL HEIGHT-8.25' I NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'OR 5/16"ULTRACON(FORMERLY TAPCON}CONCRETE 114112SIUCT IliEVt iitt SCREWS OR 1/4'ELCO S 54 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5). 114'ELCO SS4 CRETE-FLEX MAY BE USED INSTEAD OF#12 SCREWS(PAN HEAD). C1rkfi/fie ` 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112'THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS + ••1 Om12.4. it.1 iii DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. 1X ANO ZX BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK o.•• 17 'Le � DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I �� 4.FCR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. 1F THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3,SHTS.7-9,FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5.IF SILL IS TIGHT 10 SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) (MAX 114"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. cosset.Screw AAt7.rade Mlnlmum Emardrneol arse Mlnin.m Edge CI-Ur/CR tyogW rem.nta f Concrete Strength Requiramantc Masonry Sb►.dW R•aullaraaab Typo Dia. k' Unerour..d CMU J+ ASTM C-90 Mesa and 5111 Jamba Concrete Un- i i. CYU GI-soma CMU U4` 2700 psi Cr-e0 mill oonturrniN 8 co 111Lfacon Grouted CYU t0 S.0 im6 2165.22.12 an4 Tfpe Cie Nn.Elate. MM.Ed Nlo.E,,, Min.Ed 141i.ErnR t414.E;1 5,16' 3555 Dai REDS allo FBG Elco Wt•can 114' 3/5 2 14 I 1/4 212 3/4 2 1/2 Etco Crete-flex SS4 114' 3350 psi 3114' I 3/4 1 114 1 1/4 1 a'16 1 3/4 2 V2 Oka tete F o•534 114- I 3/4 2 1/2 1 V4 2 12 Not Recommended Definitions E� =Err>Dedalant tl l l t t l r i l f r r P4 ,Nncbor T•naronl P4iook Mounting Adupluµnu,a,She•rl Etl=Edge Qslanca `�—Wood Scra ws(Head.5111BJa utbit 111. \�:`�"( vi NN 4./i/ r,'zie Concrete Grooms C14u Canasta Grouted CMJ 7yErnb MIn.£d 1`j`0•' 1GEN5£ '-.F'Q ' Type Ota 5111.Emb Mtn.Ed MM.E ib J Mtn.Ed MM.Emb. MI..Ed fdln-Emb. Mtn.CII Mai=Minimum a12 Wood 8cmw 1 318" 1' Eco UtSacon lrr• ;. ala 2 12 I 714 2 /2 1 x4 2 1/2 1 214 , 1/4 CONCRETE SCREWS Elcoerete•FlexSSa 131B' 1" go.--1 Woo Geta Ft•a 554 1r4 3 4 2 1/2 Na Recur,•>ye4 1 3/4 2 1/2 Nat Raco amu ded FyM1N.=135 KS! UNLESS QTNEf?WlSE/YOTEO anway. "4: r►.rwr, OcuAxaos h M/IN.=177 K31 lJ.1. IY J.J. ID/1 f/11 ate. FBC 2910 CODE CFUWr,: ` " — . (cr—• IFIL w 844.411F7—�* —lora recn r kocl oRfvEr,.– ENERAL NOTES AI L N1AP sTn>e of .. ZSb1 0l Q5110 a per 14L4Ml L1Aoe COMn:ENTS �earcat4rs,FL s42Ts %Dc�.• ..Pt ON P.\-,• . "o.eoF b.- w,.sr.0. sac Areva mar. M+ +,�Aoe counaenrrsas BoX,sznle, , SERIES 770 ALbQ�Ir1lUM SGD-LMI SS10N AL SMC 0045/07 I NCrtOM/s.FL u27t ` ip "�'� a� �r.r Dm."Ns _ r r,r i l t t'111 SG-0TTo NTS 1 d 23 PGTOOG2 c A.LYNN LLER.P.E. P.E.M Sa705 7 APPROVED CONF GURATIONS: — SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-91 SHTS. 7`9 SHTS. 7-9 c.c. le ¢ ---1 --..1`�4- SEE 1 ' 4 SEE 0 SEE m DP r Q DP AAA i iLr W DP 'sIi TABLE ,oil TABLE m R �a I QTABLE S�9S. SHTS. SHTS. 44 7.g r - OXO, OXX, XXO, �� xP XO, ox, xX, XXX,WilirAAo Nikir SEE D.P. TABLE, XXP OXXp, XXXp , SHTS. 7-9 tap ♦ SJD fi 90'CORNER u,ewp_CT"eft ion immesh AM Ne Ne IAA' ihmeapeame 4 61�..A, 1 L1.,4.4X-- SEES , QT. �`�"�, �, 1:11 ��. c DP + /iii / ` , / iii i mmM8 ii TABLE + gin + WQ / �r. W SHTS. ♦ r , / / / 9 Q.,#Q; twg / y $� u!L4 7-9 .1 0 .,&&s �� • li X _I' ...1 � OXX°, XXXO, OXXX, XXXX, efLA POCKET DOO p *tee CORNER,TYP. POCKET,TYP. ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING "'‘..1‘,,14,,,„,/ DETAIL "S"OR '-T" INSTALLATION. EXAMPLE: XX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR)000(p. 0)00( IN POCKET XX ��c ,s5 �� CONFIGURATION CAN BE 0)00(p. POCKET DOOR REQUIRES OPERABLE PANEL. X705 X SIGNIFIES OPERABLE PANEL,. 0 SIGNIFIES INOPERABLE PANEL. _-oGZ' ii----: - J.J. 1(y}i/t 1 C NaCHANGE THIS SHEET QUALIFIED CONFIGURATIONS I =O�, STATE op - n�/y 'oases 10701E[xingLOGYGYSVF • RooSd* oaw 0 a w PEP MIAMI PAOECOM1fENTS NGKOms,a34:/5 p �1► TM % cs ••�ORroA,.• O SMC 11/1609 A PER MLAM!DADE COMMENTS v o.eax 1629 SERIES 770 ALUM. SOD-LMI ��'�:S��N��A��L EVP��' nt fa.a�Ne,: ai.,r howl.B 1Z 3404 - t" ---- a^s re oror. r 1 LYNN M4LER%P£ st1C as,v5 a __.. SG(mO ( NTSI 2 d 23 PG70002 C P.E.0sapa5 j SEE D.P. TABLE, _ SHTS. 7-9 Viliv +A Arita t t — _(. i , SEE dm Al% lig 4Z�FLr l` ( cit �i :i Lb3+li a 1 ; 't 74 in I v1, i /� el. .c g,; i ` 1 T m f f] 1 J`1f J 0XXXO, �CXO, OXXXX, XXXXX, I4iA, 11 �P n, SEE 9Q0 CORNER EXAMPLE AND POCKET -- DOOR NOTE ON SHEET 2 1 pG911Ct iaOvltiddr 4 tsMcyiY�071"�16.4Ldibs _._ 4. SEE D.P. 7A8LE, , ,.;,� s,1oti�-,4 SHTS. 7-9 wry 0 .. . Z fi Mae/bpAr I i A4111,• ON hieb Or cur �. . i SEE DP gra AZ» •'�hM T TABLE WAIT, j .' f,st' / !, o f SHTS_ •��♦ �'% / ,�g)- -- / / r ih 31 1 evt 0XXXXO, XX XXO, 0XXXXXeitow , ,� �fe�7 XXXXXXp 4�� S.e, \°'y3GENNII r�A'! c1, *1%7 IV -F.:** '• yr APPROVED CONFIGURATIONS -:- .7.3.*:: na 56705 - "`f fa+ujf No cNarvr,F77-NS sr, r - —_-.1 =9 t• 1► �� a; sad or�asrro a a atioaau paw if7o TrN 7r�axocrngry� �� QUALIFIED CONFIGURATIONS ---,• ...,-....P,4 per 1.1 .:\��v: riF^rr5 NpCO�/a FL Hp7i r. : c, - tOR1D G SM a. SERIES 770AL(1tN SGO-LMI • nom.SMCrt1lrbo9 , s � A.o-eoxscaa �'JS�OrlA1- i S1/C l t1p M0Kd4S.R SIN g. ...wr0. Aar ow+V 4 0.. ti LYNNii iiiki!6.:E._ — scow NTS 3 .23 PGt0001 C P.E. 7116 1 ( APPROVED CON F)GURAT)ONS: - ---- .T. SEE D.P. TABLE, SHTS. 7-8 ak et IV VEr 040 .4476. - i _r, 4-45 l SEE 1 TABLE �.+7 �t ,/ Q / ,� � l ,�we /At 074 �; la g a� SHTS.♦ l f / /: h f, ♦ 3� 7-9 t a♦"► WIN .r4`4:1r 'L i iti nv�y��/ vv`` ��yy��yy 1 �(�(� �/v� y� L — ' -.A OXXXXXO, X XXXX0, OX X)0(XX, XXXXXX, Alt Lek/3 XXXXXXXp MVO &St.+ • SEE 90D CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 - - _ SEE DP,TABLE, "`''°""'�" .a e.Arnth SHTS. 7-9 st., , .t 0610 , bona..Sala 6�l `r` T ��`�4—_o _ SEE .tel .S1 DP ‘r, /i ' [I7 fT' 1:�. TABLE ♦`�' // • �' f` �' �i Q' % /4" �P1 NC> i `�' 1 L'Pihr // SHTS. "+ , i/ ;/ /� / % , . OPS II7-9 / / kik L.__ 1 __L. _, _______ , __,, ____J sollJlif I O, OXXXXXXX XXXXXXX � NN: !:*1.1.4.11! 4.I/ ;r, is Na 557CS -U. -'SWUP/ s %OiiaN,GE'THISSitEEr ,�,� ='fl PoIh jS • w_ STATE O� : �- 1 a PER RAWOAINCOM COMMENTS - }onjnenvoeoar . ...., auALIFIED CONFIGURATIQNS p,� FE • ....44/......:?= 1 + RJt216 wt . (3...,- .- .,,i,. . 1 .k...54...._10.. a..1106<6 SAM DAD*co.ael s P.a acy Isza w k.S1 ERIES T7CALUM SQO-CMI i'FSS,� F'tJ�• 1 SMC Q�9yQ4 R X271 . r�a�wt i�,:. �o.0 1 t t i . __rro ENTS 4 .23 PGrAA02 c A.LYNN it cal%.P.E v.es ssio5 EXTERIOR 202 3H6"HS GLASS —a �- EXTERIOR 204 3n6'HS GLASS --a .090 DBPVB - .090 SGP _ 3/16"Hs GLASS74 3/16"HS GLASS .� 74 7/16"NO� 7/16"NOM / 82 L 82 i i f! 3/4'NOM. a I GLASS 3/4"NOM. 80 BITE 80 GLASS I + I I 54 / 1 54 7/16" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 •auXICT MLV)LL la osapptFieg wlib ibc Rae& gilidillaEXTERIOR 203 /a•MS GLASS --, — EXTERIOR 7-i 1/j I 205 ,14'HS GLASS ---.— •-•-- .O90'WW1 �• .090 SGP _ - -.- 74 ,/a-Hs Lai 74 `�•� tem 9116'NOM - 9/16"NOM 0 { 82 r 314'NOM. i 314'NOM. 81 81 GLASS TE ` J If � 1 0 r 1 54 . 9/16"LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A %� LY,`"1 INN R,/I f��fi�i ``�� z.*: No.55705 «a, — J.J. Wit i/i t C NO CHANGE 7}tt.S SHEET aa-a.• %'O '. !p I �) ((/ r�7 arc nne".. % STA E r..eof �i°w F ��, GLAZING DETAILS ';maxams.Ft 34275 C?<. ..PLORt0 ��2. "IC 1 wigs A PER MIAMI DADE COMMENTS P.0.acL SERIES 770 ALUMINUM SGD-LMI �`�S'0. •+34Y 0 dw4eEy py- MQKOrill�ii 3127 - em. A.LYNN YILLGR,PF. s aecsti9 36077 NTS r5 C 23 PG70002 C P.E 44 56705 EXTcRt•' 210 3/16'HS GLASS 0 3116"HS GLASS .090 DSPVB EXTERIOR .090 SGP 1111 3115•HS GLASS - r STSG Lis GLASS - : AIR SPACE ---- WI 74 3/By AIR SPACE 74 r 6'T GLASS —• 3116"T GLASS III 1"NOM. 1•NOM. • GI) 1i 83g) Jii,NOM. .N BITE 79 Im J -k, I �....A.imi TRUSEAL DURASE SPACER 0 TRIISEAL DURASEAL SPACER IV V1 1"LAMINATED I.G. TYPES G5 1" LAMINATED I.G. TYPES G6 0 PROMICTSEVM 9 limbies Cads heigrimas VW" zalu 1 l4 ERs0. VW"HS GLASS411) 4a�r,�ewS 3/I6`HS GLASS it,,y..• 11.."..,S ExT .090 DIBPVB E1?IiRiOfZ .090 SGPg elt 3116'HS GLASS 3116'HS GLASS II • 7 AIR SPACE �I� 74 sets'AIR SPACE 1 74 1-NOM. tk'TGLA.SS III CO � 83t•NOM. 34NOM. 3kNOM.C, 4.,ir 79 liii! SITE er• _ft." IRUSEAL DURASEAI SPACER TRUSEAL DURASEAL SPACERgajin " 1 ` "LAMINATED I.G.TYPES G5A0 1" .t OM Az iAMINATED 1.G. TYPES G6A417) ;;4,..'•`; HSE" 9 4i': go.55145 am 10,1 vt! C NO NGE T7-HS SHEET o...� �-a' �o a 1I = ....ro. 0,4 �rcG RWE Row GZAZING DETAILS •-. SzrZE •. Z'- S 11f1fA19HP 'r` ':DA''•...aLp..•"•' Vim= DADE COMMENTS P O.ecus ISZQgm SERIES 770 ALUMINUM SGD-LM! ��'�t' 1O�1 Al- ` S "7 �fV0�09aa' NOKOaeS R.34271 �+•uar� .e... �r.s aw+.r .... A L:YNDI�Uili .P°Z. SGorso NTS 6 -23 PG70002 c P.f./58705 DESIGN PRESSURE AND AN HORAGE•UN-REINFORCED-STANDARD STILE-STANDARD ASTRAGAL TABLE I OLO W TH=NOM.PANEL+MOTH-T DLO HE(GHT=41OWA.PANEL HEIGHT-4.25•' >HELD 6 SILL(MS)M4TFRtLOCK,STRAIGHT R CORNER ASTRAGAL CLUSTER PLUS INIERMECIATEANCHOR QTY.PER PANEL HA S. r JAR®ANCHOR QTY 44-HOOK MOOR QTY. Anchor Types: Q G3-7/16-LAMINATED GLASS•43/16"HS I P4/13/3115`HS} 1) '114`f3C0 ULTRACDN(FORMERLY TAFCON )N1. . - G3A-9116`1AWM ® TGLASS-[114'H.S./PVB/114'HS1 2) •V4'�C_� G5-7/16"IAP.M7E0 LG L1-(3x16-TEW./AR/3/16'H.S.I W813/16-HS.) 3) '5116"ULTRACON 744-71".__: GSA-7116'•LAMINATED LG.U-(14"Mar./AIR/3/16-H.S./PVB/3/18`HS.) 4) 412STEEL SCREW(G6) S ff A NCFHOEiAGE NOTES 1 6 2 ON SHEET r 1. 1111.1.it'ZiL!-� ill UNIT HEIGHT 80 84 9Dit z� __ m NJ NOM.PANEL FRAME O fgUz § 14S v � U V � "Vl IWDTH SIDE v 0 O vSTANDARD ASTRAGAL .N- . o N , al N ayv r ry STANDARD STEES N N N GLASS TYPE-3,3A 5.SA i 60 -60.0 - LL 24 HOS C4+1� C•1+1 1 C4+27C4410Fc.441 -60.0 C4+2 04410 C4+01 C4+2 C4+1.0 C40.0 04+2 l�; 11. u JA& 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK T 5 5 5 5 5 5 S 5 5 5 _ SII 1.. .67, GLASS TYPE-3, 5,5A 5 5 0 .r---_, 3A +60 -60.0 +60 -60.0 ; +60 -60.0 +80 •60.0 30 Cg H&S C4+1 C41+1 C4+2+C41+1 C4+1 C4+2I C4•t . C4+1 C4+2�C4+1 1;1 1;2- . C4+2 13 JAR6 10 10 10 10 10 10 10 10 10 1D 10 10 1 '� P-HOOK _ 5 5 5 5 5 5 90'OUTSIDE CORNER 5 5 5 I GLASS TYPE-3 5, I 5 5 5 ,3A5A _ +60 -60.0 +60 -60.0 � +60 -60.0 +60 -60.0 1 r H&S C4+1 C4+1 C4+2 •C4+1 G+1 C4+2 C4+1 C4+1 C4+2 C4+1C4+1 + , 0 36 JAMB 10 10 C4 2, � 10 10 10 10 10 10 10 10 10 10 . DUCT SIE%W o d` P-HOOK 5 5 5 5 5 S 5 5 -. 5 5 5 _---� a�p�leiwMrr�� GLASS TYPE-38 ��-. •. -60.0 +60 -60.0 +60 -60.0 +60aloft-60.0 li&S ., / + 60.0mill A gmaweo H>4 1-ID /� 4 1 G*f G+2 G+1 C4+1f04+2 C4+1 C4+1 C4+2 Gt1 G+1 C4+242 JARS 10 10 10 10 10 f0 10 10 1DP-HOOK5 5 55 5 5 6 I 6 GLASS TYPE-3 3A6 6 6 6 lGIL S,SA + 60 00.0 +eo -60.0 +60 -60,0 +60 -80.0�� 1 H&S :4+1 C4+1 G+2 C4+1 C4 1 G+1 C4+ li Jhp to 1D C4+1 C4+2 + 2 G1 C4+1�C I+2 10 10 10 1D 10 10 10 10 10 -10-' P•HOOK 5 5 5 6 6 } 6 6 8 6 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1/4 SILL 0 = EXAMPLE ON SHEET 10 00"INSIDE CORNER 2.WHEN USING THE 2 1/2'SI L.POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 4'SILL POSITIVE WATER DP IS 60.0 PSF MAX ' (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. TABLE fA (- OH LENGTH - 3.4".31/4"AND 21/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL HT.VS POS.DP I ( WHEREAS THE! 112`SILL lS NOT AND MUST ONLY SILL RISE (+)SIGN _ I- OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE HEIGHT LOAD DESIGN PRESSURES SHOWN W TABLE 1 MAY BE USED OH LENGTH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLUSH 1-12'^ WA OH OH HEIGHT .tttltlrr/� FLORIDA BUILDING CODE ISEE ADJACENT DIAGRAM): LOW 2-112". +g6.67 PSF HEIGHT �.�`t LYNh 4, r'�i, THIS CONDITION IS NOT RATED FOR WATER INFILTRATION- AAS 3.114"` +600 PSF { I EQUAL TO 1 �` Ov1.....•-...c �c�,': 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT tl OFt ATS ��:''NO-1"E A INFORMATION. HIGH 4' +60.0 PSF 5.DOOR SIZE TO COMPLY W TH FBC EGRESS REQUIREMENTS. SEE NOTES 1-3 SEE NOTE 3 - �`� 557°5 .1.1. ion to I e«c.r• NO C,.4NGE THS SHEET /t !I '�� ».ar,� or. ,e.ba,� - 107pTECHNOLOGY eravep ��1 DPANDA/VCHCIRAGE ;�p ST.1“): .../. .''' we orrnmo 8 rFRarr�woecaworry n..aan ar- -swab., AMMO;it 31175 pr. ,C` ALOttO.-'- suc ""1°P N n�>�unw cnuw�rrs P.O.BM'1529 1 SERIES 770 ALUMINUM SOD-LMI �',,,,SSION At-�G? ` sAic Horr�a avT. �,..,., SGDO S NTSZf r 23 f mw PGT01)0 A.LYNV'� . .E. c 2 1 c PFyliA7oi J DESIGN PRESSURE AND ANCHQc %GE.UH.REORCEO-HE AW DUTY STILE-STANDARD ASTRAGAL - >HEAD&SILL Imo)&411&41176.0(x.IFIa.0 &5164.017AML1 QfT&ooRN6t ASTRAGAL CLUSTER PLUS ORERSIEDNTE44R CITY.PER PANEl KA S TABLE 2. >ARO ANCHOR DIY. 41410OILAN(,t1OR Q1Y. G4•7r,e'LAwtI4nTED GLASS•{3116 TLS!SGP/311Y ILS) Anther i4 Types. GSA•9"18'1AAIONTED GLASS•(V4-F S I SGP!1N'Ks) 1I'1M'f100 ULTRACON(PAY TAFQ71 _ GO-'I78'IAIaH=I.G.U.-Gel l- E IARi3116'•H5/SGP/311BKS) i� 'V4.554Ls3ElEFLt7cLp -..c...,..- �- `- G6A•7116•LAMINATED LG Ll-(1N'17J4'1 ARI 3116'H.S.1 SGP,311E HS.) J-� �. 4)',12 STEE1.8CRBV(8.6) 'SE6ANO LTf1AGE MOTES 11.2 ON SHEEP 1. • _ . t n P1 /m--,UNITHEK 1T 11111 54 1 96 r 96 ) 192 IBM' 114 1t72 NOM 0 ---)oL gg UUXO gpg g $ g g2ag 091 U o 9 U WDTH . 0 . . 0 , , vU , UN O n IV .- • Y N .+ N ON gir em qa . STANDARD ARD ASTRAGAL• H N ti ,.. {y h t GLA93 TYPE-4.4A 8,6A 60.0 -60.0 ' 60.0 40.0 BOA .60.0 60 0 -80.o 80.0 60 AHEAVY DUTY STILES 60.0 HSS C4 1 C4t1 C6+21 C4+1 C8+2 C441 C4+1 C6+1 C4+1 GN 4t1 -60.0 4+1 60.0 4.-1 4s1 24IJ S 5 5 C6+2 C4t1 CAN C8+2 C4t1 C4+1 C8+2 C4+1 C4+1 C642 C4+1 C4+1 C6+2 �t 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 ' 12 12 12 12 12 12 i P HOOK S 5 8 5 5 Sl_ S S S 6 6 fi 5 5 6 6 , 5 6 fi g g SEE SHEET 7 OR 9 FOR 90' GLASS TYPE-4.4A 6.6A 60.0 -60A _ 80.0 -60.0 60.0 50.0 60.0 -60:0 - J INSIDE i OUTSIDE 5 HIS C4+1 C4+: 4.1 son 60.0 SO.o 60.0 C4+1 4+1 60.0 .1 CORNER DEPICTION 30 I 1 i C8+2 C4+i CSo C3 2 C4+1�C5H�C6+2 CH7I C4,1 t C8+2 C4.4 C4+1 C8+2 C4+S C4+1 0642 04.1 CS+4 G+1 C4+] - JAMB 10 10 10 ) 10 10 tO 10 10 10 10 12 12 12 12 12 12' 12 12- 12 12 12 C122 P-HOOK 5 5 5 5 5 31 5 5 5 6 6 8 6 6 6 . 6 6 6 _ 8 5 DLO WIDTH- .P GLASS TYPE-4,4A,6,QA so 9 ao D 60.0 SOA 604 sao 604 60 o s NOM PANEL WIDTH-7' I P H8S C1.I4+1 5 . 60A 800 609 DLO HEIGHT=NOM•PANEL HEIGHT-8.25' 36 _ 10 [ 10 , 10 10Cg+2 C4+1�C4+1�C6+2 C4+1 C4+1 C6t1 C4+1 C4+1 C6+2 C4+1 C4+1{C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+1 C4+1 C4+1 C6+2 HOOP( 51,..5 1S 5 5 1{I 5 6 S 5 5 5 8 6 6 IIF 0 5 6 6 7 72 7 7 7 7 GLASS TYPE•4,4A,8,OA 60.0 -60.0 60.0 -80.0 60.0 -004 80.0 -60.0 ' 509 .804 L" H8S C4+1 1 C8.2 G+1 C4+1 C6+2 C4+1 G+1 C6+ 04+1 C4. 60.0 �A 8p.1 -0p8 son • 42 g 2 I 1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+7 C6+2 C4+1C6+2104+1104+11 C6+2 .L 10 10 10 10 10� 10 10 10 10 10 I 10 10 12 12 12 T 12 12 12 12 21 1I112 12 4 P•HOOK 5 5 5 5j _ 5 5 6 6 6 6 6 8 6 6 7 7 7 7 7 7 8008 POiotlC�T 4�it GLASS TYPE-4.4A.6,BA 60.0 -60.0 ' 60 A -60.0 60.0 -60.0 _ 60.0 60.0 n a or),g� I 60.0 -00.0 60 0 SDA 60.0 60.0 60.0 -60.0 R�.� I 148$ C4+1 ,.4+1 C8t2 C4+7 C4+1 C6+2 C4+1 04+1 C5+2-'04+1 C4+1 05.2 C4+1 C4+1 C642 C4+1 0441 06+2 C4+1 C4+1 C6+2 04+1 C4+1 C6+2 X10 1 •�L{ 46 JANE 10 X10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 . P HOOT( 5 ^5 5 6 6 8 6 6 6 ,..._ 7 7 7 7 7 7 8 8 8 8 1115jimilue Si* IS GLASS TYPE-4,4A 6.8A 60.0 -60.0 50.0 -40.0 60.0 -60.0 604 60.0 B 8 9 9 9 Sti.ti N 1 g . HIS C4+2. :4+2'C5+2 C4+2 C4+2,05+2 G+2 C4+2 0542 04.2 04+2 C5+2 NM54 JAC ' 1D_ 10 10 10 ' 10 10 10 10 10 10 10 10 P•1100K 6 6 6 8 6 -- 6 6 6 7 _ 7 7 ' 7 - PANELS OVER 48"WIDE GLAR$TYPE-4,}4A,6,6A sa.0 .60.0 oa.o so 80.0 -60.0 So.o NOT AVAILABLE OVER 96"HIGH e 148S 12 1 P 10 10 L1 2�C5 T 10 21 802 C aT C4+2 C4+2 C6 7 �2� 10_ G+2 C102 I 802 1.POSITIVE PRESSURES IN'ABLE ARE BASED ON THE USE OF THE 31/4'SILL O 2.WHEN USING THE 2 1/2'SILL,POSmvE DP IS 48.67 PSF MAX.WHEN USING THE 4"SILL EXAMPLE ON SHEET 10 POSITIVE DP IS 60.D MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. TABLE 2A OH LENGTH { 3.2 1/2'.3 114'AND 4'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I 1 1/2'SILL IS NOT AND MUST 7NLY _ SILL HT.VS POS.DP OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN SIU.ME (1 DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED H LOAD OH LENGTH • >' WHEN THE DOOR IS PROTECTED BY AN OVERFIAN('COMPLYING WITH THE FLORIDA •1, OH OH HEIGHT ,i,L I 1111 r r 1, BUILDING CODE(SEE ADJACENT DIAGRAM); 1 NIA HEIGHT ,��'-' LYNN Ay �'�i, THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. _L 2.1n' *4BBT r III EQUAL TO - pN :CSF ,� 4.SESHEETS ID THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT OR GREATER ��.''CENSE ''•. QYED-31)4" «60.9 PEF INFORMATION. RCA-4" t +60.0 P55 55705 - 5.DOOR SIS TO COMPLY WI-H FBC EGRESS REQUIREMENTS. _ sEENCJIFS 1.3 SEE NOTE 3 = - a1 w10/11/11 "C" A1Q ChANGE MOS SHEET l �,�. ^-O o R I Peva 113c ra.� - 1) 5TASEOf slnc et41v10 Aea PERM WAWECOYMENTS ro7o aio6Y.lanIN ./rte• OP AND ANCHORAGE '%°.o''•..FLORtor C9 An.541. a.1e ` s•ec 17na1as A PER 4M4M1LLAOECdWIFNT9 SERIES 770 ALUMINUM SGD-LMI ,��'�SSION��A�1\1- as. .. o.K v.a Bax 1 erre aue. 379 01105,429 ` a 34274 8 SG0770 la........ a. A LYt 1e UiIER vJ NTS 8 +23 PGT0002 , C R.5 A 56705 I DESIGN PRESSURE/WDAtichORAGE-UN-REINFORCEED•hEAW DUTY STILE-HEAVY DUTY ASTRAGAL TABLE 3 >NFA°&SLL(H&S)INTERLOCK,STRAIGHT 8 CORNER ASTRAGAL CLG5T9 PLUS IN1�MA®IATEANCHOR QTY.PIER PANEL H 8 S, INT 0 :JAMB ANQ-1CRQTY. >P-HOOKANCHOR QIY. Anchor Types: G4-7i16-LA/.1NATEDGLASS (3i15'aS/SGP/3/16"HS.) 1) '1/4'aCOULTRACON(FORMERLYTAPCO � ,r_� M � i I G4A-8116"LAItW'WT®GLASS.(1/4'H.S./SW/1R'HIS) 2) "i)4"5S4 CR.TE-FtEt tiJ ' co-Ms"LAMINATED LG.U.-(3/18'T13vP./AIR!3/16"H S.1 SGP I3/16"HS.) 3) '5r16'ULTPACON G6A-7/16"LAMINATED LG.0 -1114"T34P./AR/3116"H.S./SOP/3/16-H.S.) 4) V12 STEEL.SCRkW IG5) EXT , •SEEAT,CH0RAGENOTES 1 Z.2 ON S)-re 1 UNIT HEIGHT r q 0 30 84 90 96 I j . I z 0 D O L� p D 0 O U -1 HEAVY DUTY ASTRAGAL ;NW.PANEL FRA",E O Q O O O OZ 06 z0 HEAVY DUTY STILES 'ACTH 5 DE (-) v 0 V +t ill INT. N c'1 V N N - N M Q N I� N - nj N ry I GLASS TYPE-4 4A 6.6A 90.0 -90.0 9C.0 -90.0 90.0 -90.0 _ 90.0 -90.0 4 ` _ rC-"` T I-1& C5+2 C6+2 C6+2 C6+2 1 C8+2 ' C6+2 C6+2` C6+2 24 t G6+2 C6+2 C6t2 C6+2 118 l 0 l u JAMS 10 10 10 10 10 10 10 10 10 10 10 10 �"-`` I P-HOOK 5 Ir 5 5 5 S 5 5 5 6 ti 6 6 DLO WIDTH=NOM.PANEL WIDTH-T Gt.ASS TYPE-4,4A 5,6A 90.0 -90.0 90.3 -901) 90.0 -90.0 PO 0 -90.0e_, 1_[ EXT 116 DLO HEIGHT=NOM.PANEL_HEIGHT-8.25° 30 H&S C6+2 C6+2 C6+2 C6+2 ' C6+2 C6+2 C6+2 C6+2 CS+2 08+2 C64•2 C6+a 90'OUTSIDE CORNER v JAMS 10 10 } 10 10 10 y 10 10 10 10 10 10 10 P -IOC31( 6 6 6 8 6 6 6 6 7 1 7 7 7 0 e G.JSS TYPE-4.4A 5 6A 90.0 -90.0 93.0 -90.0 90.0 -90.0 90.0 -90.0 _ uiT `i H&S C6+2' C6+2 C6+2^ C6+2 06+2 C6+2 06+2 C6+2 C6+2 C8*2 rC6+2 Cb+2 �� rLwOULTutvLatap S6 �� .._: o s.g09b6�kp�!a G1.oq� u JAMB 10 10 10 10 10 _ 10 10 10 10 1 10 10 10 P-HOOK 6 6 7 7 7 7 7 7 g IL y :No 11-.1:11)1:.14 8 8 8 GLASS TYPE-4.4A 6.8A 90.3 -90 0 1 90 0 -93.0_ 90.0 -90.0 90.0 -90.0 W � Y° °' l o LIES 06+2 C6+2 C6+2 C6+2 C6+2 06+2 I 06+2 C6+2 C6+2 C6+2 C8+2 C6+2 £X1. 4 /Weal , 'C1^`-,... . 42 .AMB 10 10 13 10 10 10 10 10 10 10 10 10 �, i P-HOOK 7 7 7 7 J 7 8 8 - B 8 9 9 9 y I I , 6A 90G 0.0 90.0 90.0 90.0 - 0.0 900 -930 B'D H&S 06+2 C6+2, C6+2 C6+2 f C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C5+2 CS+2 PP I 48 JAMB 10 10 10 10 1 .to TO t0 - 10 10 10 fl ¢ P HOOK: 8 8 8 1 8 f 8 8 9 9 } 9 J 14 10 _ 90'1NSf1 iE CORNER 10 10 10 1.pcsl 'VE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4'SILL. 2.WHEN USING THE 2 1/2'SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 3 114" SILL,POSITIVE PRESSURES IS 60.0 PSF MAX. TABLE 3A (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A ON LENGTH - } 3.211 ,31W.AND 4`SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL HT,1(5 POS.DP WHEREAS THE 1 1/7"SILL E NOT AND MUST ONLY SILL RISE (+)DESIGN OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEIGHT LOAD •I PRESSURES SHOWN IN TABLE 3 MAY BE USED OH LENGTH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLUSH-1-12" WA OH OH HEIGHT `` i 11 t I 1111/:y� FLORIDA BUILDING CODE(,SEE ADJACENT DIAGRAM); HEIGHT .( LINK d;/ �,� ` THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, LOW 2-1)4'/7 +46.67 PSF EQUAL TO 1 "" << rp , 4.SCE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT NED-3-1)4' +60.0 PSF OOI OR GREATER ,.,,-,:\>,.‘•01..1.c,\:::::;19-'.';:::' ��' X10 5F ,� �;' INFORMATION. t$H•a' +90.0 PSF L- O 1� 58705 5.DOOR SIZE TO COMPLY NITH FBG EGRESS REQUIREMENTS. SEE NOTES 1^ 3 SEE NOTE 3 .1-_:. i=fy� : D n...e9. aww - _ i� :. Cl dy'I,yI( LU _ Jr. 10/11/11 ~c°"' NO aw)vae Ms SHEET Drama - '. �sTAi> �!TS ci,; �`" y" `1oroTFclrNcxoFrO/nvEto,„1- SAMDP ANDANCHOR4GE '-, ?<- •-..FLOR}OA'.•'C22ss'OKWID d PER St:4G4 GOF CC414fMS 0rEcH owar 75 .- i'll� sr.W gr -�r.nr,a,+ SVC ,1/1wo9 A PEN,uw,y Cauuerrs -i P.O.sty IS19 SERIES 770 ALUMINUM SGD-L1191 1 '.`s`Si1 NAL• ' Dor na.,.h OA �rd.o by a.s "- NUCC%ftS FL 3f2f4 �.e-�bor- lm✓r s.� u„q,,, ` MAC 08/GS/09 _ s o,ro I NTS 9 d 23 PGT0002 C A LYNN MILLER.P.E. PES 587045 J ANCHORAGE REQU REMENTS NOTES: , 1. APPROVED ANCHOR TYPES: 1)1/4"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4'ELCO SS4 CRETE-FLEX 3)5,18'ULTRACON 4)012 STEEL SCREW(G5) • 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHTS.7-9: HEAD&SILL...............8'MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN 8E INCLUDED). ADDITIONAL ANCHORS 24'MAX.0 C. BEI EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL,INTERLOCK&90'CORNER ON SHT.11-12 JAMBS&P-HOOKS_.6'LAX FROM BOTTOM AND 21'MAX O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL'ARE 8'MAX — INTERLOCK `-—- -—-— THOSE AT THE HEAD AND SILL ` ~ 3,5' CENTERLINE SEE CLUSTER DET.,SHT.11 CENTERLINE TRA ----z.r r-- 8•MAX 8"MAX ' BETWEEN CLUSTERS OR THOSE 1 / j� TYP. I BETWEEN A CLUSTER AND A 1 - —a \ .— - FRAME JAMB OR P-HOOK 2.04' /0 4.051'-x' ro ' p • o 4051• / / - UR 0. 0 i & 1 `� 1 3.5' �, -.--- 3.5' 24'MAX O.C. I 3.3" j I EXAMPLE MO(ANCHORAGE PLAN: C4+2 HEAD&SILL ANCHORAGE(3 PANEL,2-TRACK EXAMPLE SHOWN)_(14)ANCHORS TOTAL TMP (3)PANEL, 48"x 96"DOOR FROM TABLE 1, SHT. 7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE 1 --`_------_-------------------------_...--,.,__ EXTERIOR__� 04+2&CORNERS={201ANCMORS TOTAL AT HEAD AND AT SILL SEE TYP.JAMB CLUSTER DETAIL BELOW SEE OUSTER 2 C4 2 C4 2 C4 2 DETAILS,SHT.11 MAX. Y a a a a Y Y a , , i 6'MA • '•1 Y i X ■ Y i XX " ! • 10-Mgx 6"MAX r o SEE NOTE r• 1 3'MAX, 1 MDucr Qensa:o F 3.S TY". MI•[.al sv se.� BELOW�� • ■=FRAME (10) Coils. III-115 8•Ili j (7)P-HOOK 1r • ANCHORS 21" PER JAMB 2-)J 71 I'S IL" MAX O.C. { \ t ` 1 T ♦ ANCHORS • •i ANCHORS( a (SEE SHEET ��! 24' 3P-�� IN f£RLOCK 19 FOR • " - CLUSTER MAX. CENTERLINE • t , O.C. • O.C. • 3'MAX !_.1.t • 1 C A1nX , SPACING I a 0 r 6'r , MAX •" a a c c c c aY 6`MAX t a a a a Y Y "L T 24'MAXOC3.5'TYP, — 8"MIC,TYP. L., _ 90'CORNER EXAMPLE OX-90° OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4)PANEL, 60"x 96"DOOR FROM TABLE 2, SHT.8,ANCHOR TYPE 1 &2 IN CONCRETE SUBSTRATE .11' -' SEE CLUSTER DETAILS, `r INTERLOCK CENTERLINE SHT.11 8'MAX ' • `Ctoi� - - -a 1 III4.051' ooliriri N\NlLYNN,M/4` (11/,° 1; ° fo \ ° — \ IiI II f ` VCENSE " � '�1L- c O lo! ® "i 0.C.2.04' .. -- * No.58705 EXTERN SEE CLUSTER DETAILS,SHT.12 NOTE: SEE DUALS S&TON SHEET 14&DETAILS TY JAMB cl L T RR DETAILS • "+�� o.. A•44.2... MM&NN ON 15 FOR P-HOOK ANCHORS 1►1.N.0.P.Q a q - A. 7 et 1.J ion1/f1 C NOCWWGE7TNSSHEET 1".....< --0 '• Ip �S !► .: AMae,, n.r• ~ 51ATE OF sac a1%io s PER MAMA LADE COMMENTS Tom TEcrilatocrnaivfFT ,. ANCHORAGE SPACING&EXAMPLE PLANS '�O•`., �Z 7.. SA oar 1MOK0 R Jf275 .� F A. eMvo.c arc 'I, S+ .,....... .��(�` '"'C ""60° A FEN COMMENTS 0.a ear ma SERIES 770 ALUMINUM SGD-LMI '�,;SIONAI-�,�s` SMC CBMS09 q y� 1 Q4lL A 3!271 •w..aY. s lr. Oa b.n +� A COM VILLA.P%. ........ SGD77p INT$ 10 23 PGTOOf12 C v ES 58705 r F STRAGAI.OR i r NT. AL ASTRAGOR 1 r ASTRAGAL OR 1 INT. r--INTERLOCK I f•+--INTERLOCK Imo' r-INTERLOCK I 1 CENTERLINE i , CENTERLINE CENTERLINE - 3.5 I I 3.5 i - 1.75 3.5 1.75 7----- - 4.051 Cw /'''. '" , 4.051 T. 2.040 " . , - `2040 . }� 2.040 Amu L 35 _J L 4.051 7 J L--- 7 11.811,818 J 2-TRACK,ASTRAGAL./jNTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL!1NTER4.00K ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-C6 rAYTRACAL INTERLOCK--.1INT. 1 INT.-1 rA GAL INT. I ALL DiMEtD NIS SHOWN CENTERUNECENTERLINE r CENTERLINE• ARE BASED ON MINIMUM ALLOWED.ALL -••1 3.5 3.5 7 1 35 SHOWN ARE IN I HES.ONS imoomenimmis 2.040nonw >el•m 49 4.072 4.07211 •III f_ 5.369 I - 1 ,; • 0 204 rbwUtSCT ttSVISlto L \ J L__—_-- 4.048 ssown Milblbw MA& J L __ -,J Cslry Cods 3-TRACK,AS-MAGA?.I INTERLOCK 3-111AINT L0/ 3-TRACK,ASTRAGAL 1 INTERLOCK S'�°O"�leo_11 1 .1// � ANCHOR CLU TER•C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER.CS p+�m"oar?i 1_l T mal 1RACAC OR 1 ZRAUEZ/R--- 1 rnAGAL OK 1- INTERL INTERLOCK ' INTERLOCK wT' CENTERLINE CENTERLINE CENTERLINE --� �--- 1.75 35 Il t`_ 15 3.5 I ------ i T _ -,_ • 4.046 2.040 2,Q40 " ^,� ...4046 .. 2.040 5.368 ,7TTi» o v L1- 4.051' J L - J �foxila',.0-1.-.-.;.i.m..1::::`� ll i4- .TRAGIC.ASTRAGAL!INTERLOCK J L4-TRACK,ASTRAGAL/INTERLOCK 4-TRACK,ASTRAGAL/INIF.RLOCK '� •, .AANCHOR CLUSTER-C4 ANCHOR OUSTER-C5 ANCHOR CLUSTER-CE5705J../ 10/11/11 C NO�:HANGE THIS SHEETate. Y ZANCHORAGE,EXAMPLE CLUSTERS a- ,wrcpws,a aeras `s,C °~vwA A PERS►wn�oErsP.o.r r 1sZy SERIES 770ALUM/NUM SGD-LMI , NAI- '� La..K a..• c _J I a.r MYcoMis Fl 3f27. ...n.st Sem Shen ,.,,,,.. ,1s ',, ,,,l 1,, SMC ONO-WO - sGOrlf! NTS r r - 23 PGT0002 c A.LYSM MIU.ER.P.E. ' r -- r r__. 35 e� ++•A {`^ ��` �� NOTE: 1 f ` I `�‘` \INT. ALL DIMENSIONS SBOW14 ` ARE BASED ON MINIMUM .-.., 2.04 INT. �� -= ALLOWED.ALL DIMENSIONS \\,,,,- 'Z SHOWN ARE IN INCHES. q3.889 i i i 1 4 / / T• I 3.889 i 1r 1 1 If EXT. —"Pe�I— 2.Od "i 3.5 `' 2-TRACK 90'OUTSIDE CORNER SHOWN - ~%' 2-TRACK 90'INSIDE CORNER SIMILAR(OPPOSITE) 2-TRACKINSIDE CORNER SHOWN, 2-TRACK,90'OUTSIDE CORNER SIMILAR(OPPOSITE) ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C6 USED FOR CS ANO C8 ratontacT as MM. fm inclebitsig we&Oa Ra.p. r -_-- • C.O. r AR�s. Po 1-1D 1 1 y. INT. - i +ewtr'°'°esS 11411-111111 �\ 3.5 I ` %. I Was*o• dd~ • l" �'�' 2.04 `` o b 1 I mi i 3.889 ` 1 I 4 i 01 a1 — j >3..889 w - • -a.®. =.- EXT.; e ^'-r — 2.04 g —i .' _EXT. ---I D .' ' •'jT_��` �3-TRACK 90• a5 �----.OUTSIDE CORNER SHOWN 4-TRACK 90•INSIDE CORNER SHOWN, 3-TRACK 90'INSIDE CORNER SIMILAR(OPPOSITE) , ,, C•6 ANCHOR REQUIRED 4-TRACK 90'OUTSIDE CORNER SIMILAR(OPPOSITE) \.�' ,I�l YAR 1M jii AT ALL 3-TRACKCLUSTER CORNERSEOUIC 8 ANCHOR CLUSTER REQUIRED pa .. ' P �� AT ALL 4-TRACK CORNERS �;'•.•'`�rf.NSF • .fir Na.56705 1b.aor. uu. — J R .. 1/f 7 C No CFtAIyGE 7}qS � 'd •• a- L o h 1I A'" am "°"` foto lfrtector�Y1 `— ANCHORAGE,EXAMPLE CLUSTERS '-pp SSFP `Z�� 4..e� box PEA Isom naof COlfpfFMg tiAloR�e a atvs �.. T/� FLOR14. SNC ff/1690 A PER I�Nt WOE coarF_NfS '%•`-S�•••••••-• �(�� .,,, �,., P a ear 1sn SERIES 770 ALUMINUM SGD-LMI (ONA�- •- aeA?SD9 T No+rC$r.ca sm. !I...., 'a.m. ,,,4M _ '/+, f,,t sono ( NES 12 +23 PGT0002 I 0 A.LYPOItAiLLER.PE 69705 • 2 1/16'O.C. 2x WOOD BUCK TYP..SEE ANCHOR NOTE 3.SHT.1 —.-.- SEE CHART.SHT.1 ONCRE 1"MIN. 2 il16'O.C. SEE CHART,SHT. 1 1 TYP. t•MIN. 2 1/16'O.C.TYP 2 1716'O.C. TYP. E.D.TYP. I .I , TYP. L EXT. „ 13/8"MIN. EXT — �- _ _ " .ti,��; .. . . •-••:.':..-•,i . L�' m, 46- 1_ `�- ; �c�� 1 3/8 MIN. ,.- :i:• ,. SEE CHART .:1,...-,,,.• • ,{ • ,_ . 1/4" ]' T,... „__ �;�� r �•. ... SHT.1 r:1 Exr. sMIM i �; i Ike, W 1/4• SHIM -� Max -� ii - ( WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT.1 MAX O SHIM SHIM EXT. CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SH7.1 SEE CHART SW*I DETAIL A,2-TRACK FRAME HEAD DETAIL B,3-TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION DETAIL C,2-TRACK FRAME HEAD ANCHOR TYP.,SEE ANCHOR NOTE 2.SHT.1 2x WOOD BUCK TYP., CONCRETE INSTALLATION DETAIL D.E3-TRACK T INSTALLATION FRAME HEAD WOOD SEE ANCHORCONCRELE NATE 5 SHT.1 SEE ANCH.NOTE 3, X WOOD BUCK TYP., (114•MAX) 1 SHT.1 21/16'O.C.,TYP. SEE ANCHOR NOTE 3,SHT.1 ti SEE ANCHOR SEE ANCHOR �1r•; 1! ! NOTE 5 SHT.1 £yR =" ^' �^ -,L (114•MAX.) ' . I: NOTE 5 SW.1 — �If 1 (114'MAX) -i,� ,;1 i ONCRETE '�, 1 3L8'MIN. ,,��••'''' I H ra r T 21/16" 1•MIN =-r '�1I �' ,-_r__L I.._ ii:XAV "' -�. O.C.,TYP. E D., •'�'�� 1316•MIN ..: vu ,...- TYP. 'i �:: .-1.,:!;-::-.-.. •, SEE CHART E. 2x WOOD BUCK r= �~+, i :I. •'f'.. SHT.1 2-TRACK FRAM SILL 2x W 2 1/1 6' 1'MINI EXT. . 1...._•....::_„H...,:- DETAIL WOOD INSTALLATION SEE ANCHOR 0.C.,TYP. SEE CHART.SH7.t NOTE 3,SHT.1 DETAIL F,3-TRACK FRAME SILL DETAIL G.2-TRACK FRAME SILL mower I�vtsso CONCRETE ANCHOR TYP., WOOD INSTALLATION CONCRETE INSTALLATION o Or SEE ANCHOR SEE ANCHOR NOTE 1.SHT.1 L _)o i NOTE 5 SHT.1 21/16'0.C.,TYP. 1'MIN 1pp,�y,��r z)►Z i,C (1/4"MAX.) ?t ' * IT 1 NCRETE ED., r--.r--L j �^ ! ] TYP. S 1 - i ur 71 ,T'1Il IALA � ':'' r • ?`:r ._ �` C� > 4. 1 3/8•MIN. EXT. tr, . : ..7:;'_:"."7: •< r ". . 4.r..."...'. % .` �• SEE CHART iiiiifl' I *Ii....1.— r _ r R ;•rte, :i SHT.1 EXT. �Iir i Ii 1' 2 1/16•-: t • II f WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SI-IT.1 O.C.,TYP. SEE CHART,SH7.1 DETAIL I.4-TRACK FRAME HEAD DETAIL H 3-TRACK FRAME SIAL WOOD INSTALLATION CONCRETE CONCPETE INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3,SHT.1 SEE CHART.SHT.1 WOOD ANCHOR TYP } SEE ANCHOR SEE ANCHOR NOTE Z - V1• � '.f:'eV �� ' '. �:. ..:�` 3 NOTE S.SHT.1 SHT.1 • --*•"- ,41- • ',:.:4 . , SEE CHART (1/4"MAX) ( t Al A-, _ '-‘i)) • �� • "'-.-+ _ ! SHT.1 � � �I EXT. t ]' ---....._e. l_- „„ yy _y _:� 1316•MIN. ``�\ y LYNN j4�'/e.iii 2 1116'0.C.,NP. 1•MIN L._ 1Z` ,�GemSE •..... CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 EXT. 21/16'O.C.,TYP. , 4-..-- DETAIL J 4-TRACK FRAME HEAD ED., DETAIL K.4-TRACK FRAME SILL TYP. _�it • NO-58705 CONCRETE INSTALLATION WOOD INSTALLATION _ /I J.J. 1QryU17 C NDC11AlYCE7N1SShtE{T ��rv+r. !-d : vl ..;41t7/7/- dO rl /f •:�` fistuift o� ""�` �oo�orec►,saocruw►£ ANCHORAGE DETAILS .-•. STATE , s awvw , a ea.w was ecwvs Norraeos a.17s Lirm O� . FL ....- • C� SAZ 1V16+7D A PER 11fiMM�la:coaw�/+rg P.O.swr 1e29 SERIES 770 ALUMINUM SGD-LMI '.,'", IONAI- %` cw.,y a.. �..•6 owir SW nevsns �_- NGKOYsFL}1171 f•....w' .w :..., _ ///�, .,- scone NTS 13 -23 1� PGT0002 c Airr.es587 5 Nt�ssra5 .• . •. C)14:1:141;.ARI7 SHIEj-LTm_ 1111::.........,...i....);........:-7—.—=s_,tT.1 1:1::-TE1 orSHRDMIPP_11.:11.7.4.1;.:;:-.;."-.7! —1-SEESHICHAR.1 Ti - t I CONCRETE ANC/ItOR TYP.,SEE NOTE 1.SHT.1 2 1/16'0.C..TYP. -- SEE ANCHOR NOTE 6,SHT.1 (1/4 MAX.) ,.._ .,, . 'Ail: ' ' 0 II .„, _i L______zeijswiiAlutE*1,..,..s„ _. . : . f :.,.,..:;,.....-•••.. .,::::::.,:!::::,..:•.. i:":-.4. .....'..67.... `''.: -- SHT'l •-i!.z.:-.,--: •k..*". ”*.••-e: - '..t,:"!-: "A-, • i EXT. ...:-. '''. •••-‘ V'•.....-. ••,'-,:',:.-...vi% ;•-•.. -••.../...":.z:•-: 1 3Ar MIN. S "C.HART.SHT 1 DETAIL L.4-TRACK FRAME SELL cONCRETE INSTALLATION 1-- 1"MIN. 21116' 0.C.,TYP. CONCRETE —;11:.t - I i- • if I ik F..!%-;-:-......" SEE CHART 4 :.-•- : ':" ' -:' '-'- :., . .. - A'.. :".-: 1 i". '-''• ANCHOR fr.,. .. -.: .-.% TYP..SEE — f .:".:•••• TYP.,SEE - ,- .-1 t I -';'•..;*- :,,..• ANCHOR -. -111 .,',.,- ME N - - • mom 1, —----, .-- SHT.1 il_..,......:1,..:,.. .. ... , , 2 1/16- 0.C.,TYP DETAIL P,2-TRACK FRAME JAMB I _ 2.04' / al!! 1 i Ilic ; , , , , MIN. , ac. TYNCAL JAMB g..uSTER FOR OET 1 3 ' 4J. ANCHOR ii: ,..b.': NiMS°I4R? CONCRETE INSTALLATION 1/4"MAX SH M —PH I 1— I 114 MAX.SHIM --.-71-•-- NOTE 1. _ t-:-...-7,-.• t 1 EXT. I SHT.1 ,...j• it'•!;::.:.. WOOD if IF --•;*. =• SEE CHART Siff.1 1' ANCHOR 7111 li , ANWerigRD ilif MIN. il i,..:',:•'. - ,•:-*." 1/4"MAX SHIM —114- I TYP.,SEE Imp.. •I TYP..SEE •iimfir.i... .. I COANANT:RE _L01:11.; .:,.."......,...:1.... .._tSEEstiTCHAR.1 T Ism. III ANCHOR — m•krq NOTE 2, 1 i 1. NOTE 2.ANCHOR I ( 2 1/16" DETAIL l;4-TRACK FRAME JAMB SHT.1 I SHT.1 . i t 11c-TYP' CONCRETE INSTALLATION TYP.,SEE .---- ! . 2X WOOD 1111. • ijJ il .‘41 1 • 3.113"MIN. I NOTE 1. 1W MAX SHIM , I '•q....:i:I3UCEK 7 i SHT.1 21/16' • SE ..! ' .La —• • — 1 :: .- . •- 0.C.,TYP. •*----T: ' • ' I - '1 itr NOTE 3. DETAIL 14,2-TRACK FRAME JAMB I iiiii. i- MIN. ' 11 ..i..;?.. rmasaver arviniiia i 2 1/16' ac.,TYP. I- .1 SHT.1 WOOD INSTALLATION .,-,--- • .4C11 ! .1, ii •••• ••-..,..r ;= -II.,h4 :*•- -:'••.• immt.40,1,,44$16 No Ifloolea 16403.Cak Agog:mm.0.I I-la/ •1 if- =-Ti 1 -- WOOD 111 i.„ •,.,..... ......,k..,:_____... ge,pwabis Oak 1.- III I ANCHOR li I 1\. 2X WOOD BUCK I -- TYP.,SEE imilit_ I SEE ANCHOR :. -, •,=',‘;'....1 ANC4-1OR 13-111" NOTE 3.SKr.1 114 ' OTE 2 DETAIL R,3-TRACK FRAME JAMB DETAIL M,4-TRACK FRAME JAMB N slit i II g I O-2 C 1/16-TYR C0t4CRETE INSTALLATION 14._. M.A4.:L.j• AAL TON WOOD FRAMING Mt. • - SEE CHART,SHT.1 P-HOOK MOUNTING ADAPTOR 1 3/8'MIN. — -1111111 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATF_D MID-SPAN se-- =1_, .,....:.. 4,_,....:.,ie..: ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL a 3-TRACK FRAME JAMB it.•-•!"•; 7:`:*.-.i..*.,-*...:% INSTALLATION ANCHORS ____ WN WOOD NYSTALLATION •-•:":C.; .4.":-A:-7."--------CONCRE7E/MASONRY .....:::-••••••• ''..-- (GROUTF-D BLOCK ONLY) _7•%,....,.'-7- •4. 1 I.i 1, ... .:', 1'MIN ,--- 1 3/4"MIN. i .. .. . • . ...,..s.SEE CHART, ill .V---WMM.. 1 114'MIN. - '... •• • .....- HY.'I ---1. E0.11'YP Iiii,,-..7...... ,__•___.7.._-...r.4-. --f . "titiJrii,,, Al - j WOOD ANCHOR SEE ANCHOR NOTE 2,SHT.1. ...... ,... SEE ANCHOR NOTE 2,SHT.1. ' ." ANCHOR QTY.FROM TABLES I 111111-0 ANCHOR QTY.FROM TABLES ,0% ..i LYNN .• cp s,....... . 4., .;„ 2.693"N IN. 1-3,SHTS.7-9 PERTAIN TO 1-3,SHTS.7-9 PERTAIN TO 4s;•-...c.E-Nsi -'...4) :.' .• - *-.* = EXT. THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, - : 2.693'MIN. .58705 •• -.:: DEJL S,_P-HOOK _ . WOOD INSTALLATION DETAIL T,P-HOOK _ - : _ CONCRET INSTALLATION ...• A err°. " i1"-t--- &art By naft AIM*. - Osolan. STATE Of ...,$'•:.... lj. /Min 1 C NO C4ANGE THIS SHEET ry:"Dee. itusym. -WM TECHNOLOGY OWE v..._.... ANCHORAGE DETAILS .•-. , vo...... ...,.41.,,•....tom..•• ....N.v.,...• SAIZ 01/43/10 9 PER MIAMIDA01=NW-NM macaws.a lars ,,k-.51 meat 97.Thair ferdsinee SERIES 770 ALUMINUM SGD-LM ,,,;•TIONM-,,,o SW 1 2n669 A PER WAR DAM COMIENTS P.0.BOX 1529 I A.L'1146:4.1..W.,P.E. Omorw sy.. Dim aidoWd a; op.. ' NOKPAeSt ft.34.22! SMG 0&05,09 SG17/20 NTS! 14 ,,23 PGT0002 r." • I _ WOOD FRAMING — 1 318•MIN. P-HOOK LOOK MOUNTING ADAPTOR SEE CHART,SHT.1 ONCRETE/MASONRY • ADAPTOR ANCHORS ANCHORS LOCATED MID-SPAN BETWEEI.• (GROUTED BLOCK ONLY) LOCATED MID-SPAN - _ �J INSTALLATION -.:-•!.--HOOK . BETWEEN P HOC1h —^ " :..s s. INSTALLATION ANCHORS —�' 1r :;` »-iI _ _ _ C f:-.- ••••-'4::,:r:,..,!-•::.••••♦ ~.\.J 1- •L-� _. - _ 1 ~.r v. i•-;•'..,--...,•••� ,••. SEE CHART, 1"MN. ---,..-:--=— __ —77.L.: 1 3/4'MIN. 1 114-MIN. =' :_._-�,:'°a: SHT.1 • r ar WOOD ANCHOR 1 jSEE ANCHOR NOTE 2,SHT.1. - °, SEE ANCHOR NOTE 2,SHT.1. ANCHOR QTY.FROM TABLES ' ANCHOR OTY.FROM TABLES ;�l1-3,SHTS.7-9 PERTAIN TO 1-3,SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION. THIS ANCHOR LOCATION, 2.693•MfN. 2.693'MIN. DETAIL MM,P-HOOK FOR BOX RISER DETAIL NN,P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION a 1, "ucrPEvISED DETAIL V,SHT.18. • S10 X 160' CO asloc.ph 1a.re>urok F, .=rr=_____=— C� r_ `- ANCHORAGE DETAILS'A' PH SMS AsosiZnew No 1-10; /y .+�"; „ -- PANEL CORNER '"'"''°p'" 1 ,r PANEL 1 PANEL PANEL PANEL ° TYPE 1 Tl-PE TYPE TYPE DETAIL l ]�'L-4•• 1 'OS' i u•ar nn rraaww tow' I P I t is i / / ! AIL'EE',Sfff.19, #8 X 1.00' 1 a SEE r ANPCHORAG�DETAILS'N' PH SMS(OPTIONAL) 1 i ' NOTE II h s u i 3,SHT. r s 6 DETAIL'BB'.SHT.19 r EXT. r! rl C> %1-14a it • DETAIL'KK',SHT.20 Ii!)DLO WIDTH=NOM.PANEL WIDTH-7' DETAIL'U',SHT.18, ' DLO HEIGHT=NOM.PANEL HEIGHT-8.25- ANCHORAGE DETAILS'r, XX-90° CORNER-XX(2 TRACK INSIDE 90° CORNER) INT.SHT.13 JNt. `��1,111Nrrr,`''� 'SEE APPLICABLE ASTRAGAL 8 Nf1 ERLOCK PER DP TABLES .._� ,� FRAME CORNER �.`� � �Y�",M/��F,.,� DETAIL _�� '��GENSE '� HORIZONTAL SECTION B-B _;,..):4:::::.,:....e1:,14 X= HO.58705 �� o.ec _ *c:s....71. ( rl �- a J.J. 10/11/11 C NOOHAANGGE THIS SHEET °••w.. .13 o I ""°�' "' "" '°" r IWO T 4CtWQOGYDRri� C---- ANCHORAGE DETAICS/EXAMPLE ELEVATION --.0,(••••• ss�sE°f SAC oa/osio a PER AIDE COMAIEaN73 AFL 31273 A,4 -.x00.10•.•'-(7`: nrI VIMB *MAW PERWARLI OE LbW11etas SERIES 770 ALUMINUM SGD-LMI ',�r'�i`S`S10NA�- �•y Gu: Oio.°ap br' 1 P.O HOY 157Y -_ SMC 0&OSrD9 1 rMcut011us A.xv1 - NTS i 15 + 23 ,o�w PG70002 Am C A.LYNN•11 1 FR P.E. P.E3 58705 i DETAIL'CC',SH 19.- 1-- NOTES: 1.SEE SHT.17 FOR INDIVIDUA!PANEL DETAIL 138',SHT.19 CONFIGURATIONS AS ABLE. PLEASE SEE DP CHARTS FOR MAX PANEL- HEIGHT AND WIDTH, PLEASE SEE SHTS 18-20 FOR SECTIONN DETAILS AND SHTS.7-15 FOR ANCHORAGE DETAILS. s'1... : cm") 2.DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=NOM.PANEL HEIGHT-8.25' DETAIL'FF'.SHT.1 /DETAIL V',SHT. 18, 3.(1)LOCK(ITEMS 70&107-110)AT EACH LOCKS LE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DET L'N & DETAIL'EE'.SHT.19, ASTRAGAL P.SHT,14 ANCHORAGE DETAILS'N' ANCHORAGE 4.PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP TABLES. • &P,SHT.14 DETAILS%1' &'C'.SHT.1_4". �=; C.--\---- DETAIL V.SHT 18, • / r'�'-=--•==P1,. --'S '-"�ANCHORAGE DETAILS'A' PANEL 71 t .-: — -el r r: PANEL PANEL A �------ry--__"�1� � • / &'C',SHT.13 TYPE PANEL PANEL R' TYPE TYPE r PANEL °y ppm f `vDETAIL'EE'.SHT.18, • '0 A MAX '; APE ; TYPE TYPE ` / ANCHORAGE DETAILS'N' 'OS' 7C &'P',SHT.14 / / i If l SEE I i i ; 1 / X DETAIL'BB,SHT.19 SEE DP i, . / 1 SEE NOTE TABLES 1 DP i 3 ii 1 SEE I TABLES II �-l� i i 1 NOTE Ii DETAIL'JJ',SHT.20 ` / 11 , C O X X Ir * : e s L= IN':��l ,,`. : i ( , ,L_ , a b a ./NT. ley nisi Lt EXT. SEE FRAME& DETAIL'V,SHT.18,f- - PSEEL CORNERAMANCHORAGE DETAILS'E' XX-90°CORNER-XX(2 TRACK DETAIL DE SHT.18� HORIZONTAL SECTION A q CONSTRUCTION 0 (2 TRACKS &'G',SHT.13 90°4UTSlDE CORNER)-EXAMPLE ANCHORAGE DETAILS SHT.13 DETAILS SHT.15 • PLE &'G',SFiT,13 DETAIL'CC',SHT. 9-\ ',,-DETAIL VB','SHT.19 I' DETAIL'BB',SHE]9 n101►uCT my a rb ‘ ,) ; I A a f,...M. 11-1015• M4 /DETAIL'DU.SHT.19, DETAIL AA',SHT.19- DETAIL HH,SHT.19, soft ANCHORAGE DETAILS'0 ANCHORAGE DETAILS'S'&T, ANCHORAGE DETALS•M' DETAIL Z',SHT.18. Of l L `� &R',SHT.14 SHT.14,'MM'&'NW,SHT.15 &'0',SHT.14 ANCHORAGE DETAILS TWIMP DETAIL'X',SHT.la,ANCHORAGE - &J',51iI.13 DETAILS'8'&V.SHT.13 J -, DETAILS i �'` PANEL PANEL PANEL _ PANEL PANEL I. PANT-i PANT f TYPE TYPE TYPE TYPE TYPE TYPE TYPE 'M' 'F 'F' •I MAX F I I MAX / FUNDEROCKET i / % sEe _ DP TABLES I / / I APPROVAL I NOTE TABLES DP ~' a X I x> *..]I ax O ' X X ..J I l l I 1!/f '�- " `�,``oy,,( LYNN 4pz, //,,� 1 XXXX(4 TRACK BY-PASS) DETAIL'Y',SHT.18, 1�'.•`�FN OXXXp (3 TRACK ' GHT POCKET) DETAIL w,SHT.18 f" ANCHORAGE DETAILS 7C ; +:' ••• EXAM'LE ANCHORAGE DETAILS'F' EXAMPLE SHT.13&V,SHT.14 = fr• No.58705 - & 'FI',SLIT.13 _ oj, Raub. J.J. 10/11/11 C No 7711S SHEET na°°gr m+r nem.. ^O '• 0 11 IX W SW o>avro • PER •a�oeco�ale/vrs Iwo TEcxlwxocrorrn/r ��► EXAMPLE ELEVATIONS �0 •. sT YE :'\�� E..�3114C 11/16.419 ilc or Marir AI01(a..lti Fi J127S •I ar �%%9R..... S•.,Ft 0R10� ... \Cj; A len ENO/ "'3 oo.eox r9u SERIES 770 ALUMINUM SGD-LMI S Aa.- , `Grp.:. qe , 9 ,a/. Laos a�.z�. ........ ..... , IOPIAI ,,.•` sror>a NTS 16 +23 PGT0002 C t r+w.++i�IF S P E P.L.5x705 1 PANEL LETTERP _ PANEL LETTER R T SJNGL_ 1 nzai...K -'�L LOFFIX OLE ,..111110.1.1.1......10.11.11 r NOTE: FLYEJ Imxwq 1.SEE DP TABLES FOR SiNGL PANEL WIDTH 8 s. LOCKsr; -- �? INTERLOCK n Q K�J APPLICABLE ASTRAGAL& - 7NTERLOCK (� LOCXSTkE SINGLE INTERLOCKS. INTERLOCK FIXED 7aar ovr) OUT r LOCKST7I.E C CORNER f J— V RECF_NER ."�• - SINGLE T ASTRAL'• S. INTERLOCK INNI FIXED !}iGX;nl LOCKSTILE SINGLE INTERLOCK 4t CORNER S FIXED RECEIVER qac an; L aFIXED �_ 9 AS TRAGAL 'S CORNEA OUT La SINGLE INTERIOR SFIXED (ALL PANEL TYPES) SIOX III) LOCKS Q ASTRAGAL SINGLE `� 1N �� INTERLOCK CaN ti CORNER EXTERIOR L LacKST7LE SINGLE rbc \ ASTRAGAL r reoxam INTERLOC On_ AS CORNER r L R f O� RECEIVER "itartSINGLE INTERLOCK SINGLE SA SINGLE poroe,t) L(� J AST r WTIOCK INTERLOCK CORNER RECEIVER IN ti 4411ii 16 SINGLE IMERLOCx CJ CORNER f LOCKSTTLE l: •e_; SINGLE C SINGLE IN rsaxin 1M1=NZL ASTRAGAL fC SINGLE SINGLE ( INTERLOCK ;� •11 CORNER ►PAAUCIT P$V Iia® BNNTERL•E', SINGLE CORNER LOCX4TNLE �� .rl11s i�� clEA INTERLOCK �F RECEIVER '-- L� FIXED (0 •l •1 SINGLE LOCKS TAE 1NVTE17LOC SINGLE FIXEDeS7 1 S L 1 (14.•,4-- • et I1VIE�OCX FC LOCKSTTLE CORNER ESINGLE , c.f.,.INTERLOC SINGLE _ INTERLOCK PP INTERLOCKFIXED K +INTSINGLE ti LOCKSTJlF Al LOCK$7ILE R L ei R, SINGLE ASTRAGAL IAr7ERLOCK Ieara+r) OUT LOCKSTTLE LIASTRAGAL ti OROX w) IN ��' d Ill- LOC/CST/LE SINGLE \ � INTERLOCK S' 41LOCXSTUE LOCKS-TILE E %. ti •�.. SiNGLE INTERLOCK `, ,I LYNN d1IL II' C)N !s� J LOCXSTItE 58705 (9LW(kJ7J •�‘ ASiI7AG1L xp, A•r r. a. • OUT J.J. talll/1I �C NOC _ MAMIE a..oa. t _O • o Li I I I r L4. z. 1070 $TABS!OS= >a� �crwoLoGYOAnE PANEL TYPES 41/10.00 A Narauts Ttisays •/'~ CAN , .FLOn�0A 'C� liffl i„ 7 a4O coaraeM7s P C aox rszo SERIES 770 AL ALUMINUM SGD-LM! �`'�S,S•----.• �� oa+D5ro9 NaV7Aws FL 34274 S L� 7 �ONA1 SGorro '"~'"" NTS 17 23 PG T00O2 ® A.LYNN WIER•P E`` KEJI 5870.5 ISILL RISERS OPTIONS 4C3 EXTERIOR INTERIOR 0 (ALL VERT.SECTIONS) - 7 456' • 2555• 3.305' 11:. . r— 1"7 - I I EXT 7 EXT. �l a - o-7 I LUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER ©0, I I 0 DETAIL u'SCREEN 00 0 0 AT HEAD I 000‘i EXT. 9I I - j I. 1.58T 2565" 1 _ 3.305' 4'055 © T SILL_ I .1 EXT -H--�7I _ DETAILA SCREEN �_� FACT 1EXT i-_^T1. USH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER O 0 Ili `�_ -i IT Y t1i• '-Iq.: wit -1�! w.:. - EXT. wu : 1 1 0 n II °if i PII ExT. II 11ll Pk PIi� FIXED PANEL DETAIL DETAIL'X SHOWN FIXED PANEL FIXED PANEL OETAII'Z SHOWN SHOWN . r*IJ ZU 0 fill L SII; m Il 720873 �t= ��} kir �� D 1 - m7 Ell ° 0 I gill o73 EXT. 72OR73 1,,,,,,nT4, m ping ; Ill t ILA)@ ,IfiI :I ! m ® MP m�� 5I l 1 U f 1 ..,, . © ..lg. L. �i A: j ,`%\ .. � LYNN 'l • DETAIL' L ' DETAIL W T :•h No.58705 . - DETAIL 'Y' • - n..,e,, o.rr M.ow: - Wk. . .-- J.J. w f/11 C NOC • ETHISSHEET p : 0. ' wAr.d1X P.Ur 1b+4o..to.•�/SAC 0NSry0 a ro7p IEGWQLOCaYOrWE ,,.,,, a�oe COMMENTS OA RS.R. s l�.�• VERTICAL SECTION DETAILS :O,� r I,.•• ��' swc lvrrws ., 1.0810•. �j * :cam P O.BOX 1529 p. Ititytikur SERIES 770_ALUMINUM SGD-LMI NOKOMIS.FL SIONA�- ��, SGOnp NTS 78 .123 0.� PGT0002 C ''''.4.6\/16'1_' ~�Yw`" RP.E. P.EY SB706 0 0 60 OR 61 }� 0 4111. illilimarillintiv.?..._____k1,--jiihr ® 60 oR 61 fa C y I� © ; --��' IL STANDARD ASTRAGAL HEAVY DUTY eo Oftel i ►'� AND STILES AND STILES 0 ��'� Y 0 DETAIL'CC' 0 DETAIL Q®Q 80oR61 Q j = 8o OR e1 DETAIL'Ir DETAIL'HH' �' �t AT MIDSPAN 4111 ` l�.] DETAIL VP(FIXED PANEL) 1 DETAIL'BD' ® 0 I ' DETAIL EE0 �0 1 Ht3DUCrIliV&A. ©� zFa,.r 0 la 41QQ d I- 154..�5jt . \.,� 600 0R 61iti - >I 1 ikc ewer al _ tT 0 .9 'um N• Q iiir...__ 0 0 Ake CREEN L1/� AT MB DETAIL 0 ® ©Yi% .n Q AT MIDSPAN ® DETAIL'DD'(FIXED PANEL) ® ' I � ,I. eo OR 61 860861 +' 4 INTERIOR � rlN (ALL I10RIZ SECTIONS) . ilk y 4 EXTERIOR -�� LYNN ;••`'•. I. DETAIL'AA' ®®0 �y ....... "%c(E . 'ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE.SEE TABLES 1-� DETAIL (FIXED PANEL) '*: No.5670 SHTS.7-9 FOR DP(PSE)ASSOCIATED WITH STYE >; Farm/, n.,. Mro� — ` wt0/11/11 C MO Cf NGETNIS SHEET _'O +fit- 1� ` sxc oravm a PER NEMYMO£c cvw�xrsaditicnr -1omTECHNOLOGYUWE r� HORIZONTAL SECTION DETAILS ssn£ ? 2. "'�.., /Widow Ft mars F n. ,c' atpgt0:' C��: s.� �,ns m " eirR WAYS DAM carrExrs P a ear,sm SERIES 770 ALUMINUM SGD-LMI �,'��cSS;.....A--RC1`• pox o... 2.�..e OM I NOKOMIS..FL 34274 !r sGn7ro NTS 19 -23 , PGT0002 I c a�rw��5705 � P.EJ Sa70S 0 0 VID : 0 MC Al 0 o x m_ri, , • r_, 7 fir o 1 0 1i� LI �___�-f _ Jl LIRERIOR o 4,__ . .. (, ,-, -, . i l Imo_. EXTERIOR - ... IIIT >OR ruioDUCT NZVniia CO - e«sPb41.ronR�dY. Li x, 10+ 0 tr —I6I -1.5ay.ew lk M ii I re l^ a l Nazi fiats r-u 0 41) Ir.! !, i ri ......... . ) 0C ,..‘A A'a A A. .J ______________ ____ I F i li)1 i 0., lir . 0 CD 411:1 arz wri DETAIL 'JJ' 0 DETAIL 'KK' 0,„.,,,„,,,, (90° OUTBID: CORNER, 2-TRACK SHOWN -1 `�................... {90° INSIDE CORNER, 2 TRACK SHOWN) �? SNS a= r.� tai u7 r c" NO MIS Er Q'.• A�i 1 I cL= +6...owe Ode. Amadora Sw� - 2 N10707ECHAlanOGYOUJ `-- HORIZONTAL SECTI0I11 DETAILS, CORNERS •%�O,c. • quo?:•' C9,� .iw.+y ISM: IYwiYI, `. macaws: suc +vrsm A PER wDecnw7enrs q s SERIES 770 ALUMINUM SGD-LM! �'f:S:Nfiri 0NA� `� SMC Odp6rU9 ILM T a+�� llI I l lSGDM I NTS 20 d 23 PGT0002 l C pF, 1 P.E.0 58706 ®PGT Ng Y PGT O - De,.c-riaion 17306 617306 2-TRACK HEAD �M PGT D"9 tl PGT.d Description MN 1730.7 617303 -TRACK HEAD WITH SCREEN RAR - 0 17325MUM PANEL STILE 17309 817309 3-TRACK HE A1) 17326MEM PANEL STILE(HEAV'T.DIlT`/) Nal Q 17312 6?7312 4-TRACK HEAD 17327 INTERLOCK ADAPTOR 17314 617314 .RA ME SCREW COVER 1225 VINYL BULB WSTP.--D-IN Q 17317 FRAME HEAOU MB ADD-ON QPAD 4viERLOLtit1 1729 71728 SILL ENDX SCREW WEATHERSTRIP PAD 0 17304 517304 2-TRACK SILL 17328MEM INTERLOCK SCREW C{N£R gm 17301 617301 2-TRACK SILL W!T'i SCREEN RAIL 57 17329 617329 -. .. 17307 517307 56 17339 • HEAVY DUTY ASTRAGAL lmininn 17310 617310 .2 17324 Illrh2EMII TOP 8 BOTTOM RAL 817313 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED} ® 17315 817315 FRAME S LL SCREEN AD60N ® 1895 71695 1 1?X 1"X 314"HIGH FM SEAL DUST PLUGS gig 17315 617315 FRA14E SILL SCREEN END ADD-ON ® 8153 7815]1( TANDEM ST.STL ROLLER ASSY. Q 17305 817305 ® 8153 78153N TANDEM NYLON ROLLER ASS" U- SILICONE DOW 899 OR 995 ® 17302 617302 17308 81730H 6165 78185)( G£1'AIM MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE Ma 17311 617311 •. v 71032X1FPFX 910-32 X 1'FL SS SCREW W/TYPE'F TIP WI 17322 617322 SILL RISER-0 �� 7103239 10-32 STEEL 2TNC U NUT 11131=1111/11E ' SRL RISER-13 HOLLOW Ma 17358 617358 3716 8 1/4 OGEE BEAD HORIZONTAL ® SRL R15ER-LC7W FLAT ali 0 11357 817357 T I0 READHORQONT,AL ® 17315 817318 571E RISER-LOW LIQLOW 80 17359 817399 7116 BEAD HORIZONTAL 22 17355 817355 SILL RISER-MED FLAT in 17360 817 80 9/16 BEAD HORI2T?NTAL 23 17354 817354 RISER-MED HOLLOW Q 1224 VINYL BULB WEATHERSTRIP 0- IGTAPE U2 X 1/16'SINGLE SIDE ADHESIVE TAPE FOR IG READ ® 17320 617710 SILL RISER-NIG}{HOLLOW © 17323 617323 S81 RISER-MGH FLAT F.• +1 17333 617333 POCKET DOOR P0OK 100 6052 46052 ROLLER ADJ.HOLE PLUG © 7070 57070 NEOPRENE BULB WSTP FOR P-HOOK 101 72087 JAMB BUMPER 28 17334 617334 POCKET DOOR P-100K MOUNT 102 1696 71696 DUST PLUG Q 17335 617335 P-}OOK COVER � ' 78185X 'KEEPER 104 MEM EA 'YO�VC'i REYISF'b 17348 817346 POCKET ODOR P-HOOK FOR BOX RISER 7517344 SCREEN LOCK KEEPER �1 te�4Tla4.9m 0x 96ss�A OPTIONAL PARTS(NOT SHOWN IN DRAWING) 105 17344 617344 FOLD PANEL CUP.6 LONG 40 4319 612256 SCREEN SIDE RAIL-IOCKS?ILF 17352 5173 4ecc�r eex!►e 11-161s-14 m EXTERIOR FTXED PANEL RETAINER 7..ol.olba yt 1-1 t j 41 7LOCKWGSK SCREEN LOCKSET ER 1734 71739 HANDLE KR-4ViERKIR RAISED WIN T4 TURN C , 42 41818 SCREEN KEEPER SPACER SET 108 1740 71740 HANDLE Kr-RAISED EXTERIOR HANDLE i 'a b�_�G~`� 43 8152 68152 !?sDil °-- ++ SCREEN INTERLOCK ADAPTER 110 1731 T8162SN HANDLE KTT-RECESSED EXTERIOR WffVi THUMB 1�N 44 4428 64428 SCREE74 DOUBLE INTERLOCK 110 1732Wail HANDLE KIT-RE^„ESSED EXTERIOR PULL 45 4317 512255 SCREEN TOP RAR ®_710X34PP$pAK 1110X314"PH.PN.TEK-S.S. 45x316 612257 1235 87518 WSTP -� SCREEN BOTTOM RAIL 270 X.173-Fit SEAL 47 886 7SRAZ STANDARD ROLLER 64068 .187 X.230 FII'ISEAL ® 710X115PPX MX 1 112 46 585 75RAX STANDARD ROLLER-ST.SR. - ® 49 4344 64344 SCREEN ASTRAGAL _ 710XDPT #10X1• 50 17349 617349 O75 SCREEN ASTRAGAL ADAPTER ®� 720X1X 420 X r ST.STL 51 1652 61692 SCREEN SPUN£-.105 7617336X CORNS 1.5 ST.RECEIVER 52 1699 61694 SCREEN SPLWE-.150 1 817336 CORNER RECEIVER 1111�i17337 817331 OIfTSIDE CORNER ASTRAGAL 53 61816C20 SCREEN CUTIN 54 1725 112 x 4'x 1116.SITING BLOCK 120NMI '5117338 INSIDE CORNER ASTRAGAL 55 1775 1'X4-X,1x16"SITTING BLOCK 202 GLASS 7118 UINCMATE'D FiTJif pVB ti,1 1 L 1 I I l I I, 702 GLASS 210 GLASS LAMINATED 10 3/16T. 8 LAMINATED Kr-ITPVB 211 7/16 LAMINATEDTEDHT-HTTT PVB `\\�a�LYNN 1T11/�j�,''7., 204 GLASS 7116 LAMINATED HT-HT SGP IGLASS LAMINATE D IG 114T-7/16 LAMINATED PVN R 205 20 GLASS 212p if i 4/16 LAMINATED HT+IT SGP GLASS LAMINATED IG 37187-7116 LAMINATEDT'ED HT-HT SGP T,`�...i�GENSf 213 GLASS LAMNATED Ki 1147.7116 HTS SGP C - 705 NOTE'ALL ALUMINUM=6063-16 ;-k No.- J.../. lO%7/11 C NO CHANGE'77.116 SHEET4.1011(11-4- t O l 1 (I LU oew ae1. 9922,3. �rw, • SAC n1Alaya , �7r,n,�nnn�cv+..av� *ala TEcrrNutocrDr+AEPT PARTS LIST '%:130 '• SZA1E.°SlIC 11/111199 aaaua11 94775 i.7 • .. FL0171O�'' �6;' Chad...* • . �U BOX 1528 SERIES 770 ALUMINUM SGD-EMI '%FS•....... L 0 rS A8r05A'9 rr„rA M2KOM;S FL 34274 w ,,,r„r. ,, SIQIVA ,. SGi1T70 NTS 21 pG�002 C A.LYNN IiII'1 P.E. • P.E.w 58735 t.303` - - - 1 10.718' 1.050' 0.a3' r1 -1 7-ri 1.003' to.osz25" 1.8W 0O.70.709'J +L3 0.062' i 0.269" if � 1.162' 0284. 0.060' 0.050' 0.050` 0.757" I INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK 0.550" 1 1.739' 1 ^ (65) MATT:6063-2"6 (5) MAT'L 6063-16 (78) MAIL:6063-16 {71}MAT'L 6063 2"6 GLAZING BEAD(1.G.) FIXED PANEL CUP FIXED PANEL RETAINER INTERLOCK- (79)MAT'L:6063-T6 (105)MAT'L:6063-2"6 (108)MAT'L:8083-2"6 (62)MAT•L:6063-2"6 3.979` 3302' 1 3.979" . Liti._ 0.752" I 2.304' tierI 0.885' 0 OATS' f 0 233" t m 1.645 0.798' 0.062• L, 1.645 0.062' P-HOOK SCREW COVER I (29) MAT E6063-2"6 0.080" P-HOOI MOUNTING ADAPTOR 0.125" 0.281" '8)MAIL:6063-T6 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3.802" (30) MATL 6063-18 STANDARD ASTRAGAL T I (68)(67)MATL:6063-TB MATL 6063-2"8 4.125' - 4 t 4• 0.574' ]I -•z. o.o62" 0.07T T 0.062' 1.304' } 1.6' 0.133' 1.8" icomict,may1666�eP,n6, Com)MAT!: 2"6 t� 1 Wale Cotosges -101 1+� 3.125 I �arl.oaa eao._ti,17 1 +••----- 3.25' STANDARD STILE 1 3.125' Itr k.6"`.t 1;, 4.,a� . TOP/BOTTOM BOTTOM RAIL (60)MAl•L:6063-T6 i �o0e (69)MAT'L 6063-2"6 1.872- HEAVY DUTY STILE 0232" (61)MAIL:6063-16 0.750 -.-{ [..._ 0.750ill 0.062' 1.019' �.Q19 1.467• SCREEN STI EI I 0. + 0.062' 0.Q6? (40)MAVL:6063-11i OA62' -1}••- 0.750" FLUSH FLAT SILL RISER ,,-J 1 (18)mat:6063-76 1 10 0.082' 0.906' 4.055' 3.305" 3.955' F 2.555' 0.062" 113.20:232" 1.567' T55.0.232" �.,'NN l / J��Oa� .... tssEf xt�R''�e 0.062" ---•--o•-•- o.osr ----+F-- o.osr --��•- • = 4: c_e70s HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER = -O (24)MAT'L:6063-16 (23)MAT1:6083-76 (21)MATT:8063-2"6 (19)MA n 80 Th (20)MATL:6083-T6 (22)MAT'L:6063-T8 (25)MATT_6083-16 a f f 1 W` bidet*, rar1n1 ""C M cHANGE>�ers - 0 j1 _ , ""e"�""' ,ono TECHNOLOGYofaYFpg,..-,,, EXTRUSIONS 13 S+AtE o� :�2 C / SERIFS 770 ALUMINUM SGD-LMI ,,FSSrONP ,. ' SMC_Y►6°0 A PER Mata4A0E GP1�®V7J P.O.tIQJC toy II I SNC.O1M05•V9 wk _____lS.FC ION a.awia `Daft S4"e Ia"now A.LYNN�thi'th P.E ' )W SG0770 NTS 22 • 23 PGT3002 C P.E.864706 t 5.069` 1 8.567' 1.36• --"1 1.36" �"� r_ 1.045' �` i _TT.1------jr717 f 1.505' r- 1-993L I til 1.211• , L 1 0.062" 0.081' r 0.081" 0.080" - SCREEN TOP RAIL 0.081" 2-TRACK HEAD 4-TRACK SILL (45)MAIL:6063-16 (1)MAIL•6063-T6 . (10)MAIL:8083-T6 '- 6.198" - 6.526" - 6.188" 5.068' •RliS?l-1 -ISl1 ' 1f1/- jLil 1.505" r--• 0.875" 1.211' (�_ .. - la li 11 . Gal)3 i I I I iI 1.993' 0.08? - 0.080" 3-TRAGIC SILL 0.062" 2-TRACK HEAD W/SCREEN TRACK (9)MATL:6063-TB SCREEN ATM.RAIL (2)MATL:6063-T6 (46)MArL:6063-T6 2-TRACK JAMB 6.22? (14)MATL 6063-16 9 7.105" - 2-TRACK JAMB W/ I 1505 SCREEN TRACK r_-11r6 U i -tru--Lr'---j 1.36' (15)MAIL:8063-T6 1.21? I 0.080.2-TRACK SILL W/SCREEN TRACK --••.-1 1.36" 0.08? r.._ - (8)MATL:6083-16 1) 1 .twcuCT aansas 3-TRACK HEAD ibs Mat. (3)MATL:8063-Th 0.081" n eq+obh+x withWeldingCode 4.49" AI.q..u1%. 1I-to I8•1yt 9.14r ,-- e ..�s..ae. a(ltij�l� 1 sob" � 0.081" 1. i i' ter-rm.. -tsar- Li 0 -Int_ L� ., ,, l 1211" 7.105 - - ` I 0.080" 2-TRACK SILL (7)MAIL.:606346 4-TRACK HEAD 0.081" - 9.141" (4)MATL:6063-T6 1.03 5.621' I 4' 1.8' IN ' 11.498' 0.133• 2.883 0.080' • .tttitn irb. 5.621' `\\`'GN`t LYNN 40 ',%,, INSIDE CORNER ASTRAGAL 3-TRACK JAMB :� �� . (120) MATT:6063-16 OIlTSIDECORNER ASTRAGAL 2.826" (16)MAIL:6063-76 0r ,' �tiCENS. .Fp (119) MAT''L:6063-T8 -1 - it•: No.58705 . CORNER RECEIVER 4-TRACK JAMB - (118) MATL:6063-T6 (17)MAT'L:6063-T8 - : (A. *sm-.IMAM} - .L ,an,n, C NO CHANGE errs SHEET °`°"� STATE t�r I �(1� : o Anal. w. PI W707E rwoconYPI EXTRUSIONS -.NKOMISn 3775 s. ;��SSERIES 770 ALUMINUM SG_O-LMI „-1,,,,„,•00/ONAL . s+c f trrsa9 PERµuoawe oauwcnrs v.o.sax tsT9 t vV sum AMCA LYNH MfLtE R,P.E. Oawb+ c..r �.a1."y o.n: NOKQ4lfS.FL 3771 oo"+.w. wR ' � xx storm NTS 23 + 23 PG700D2 C 'x.x Sema " MIAMI- DE MIAMI-DADE COUNTY,FLORIDA COUNTY METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Lomanco,Inc. 2101 W.Main Street Jacksonville,AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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: 770-D ROOF LOUVER LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 renews NOA#05-0419.02 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. 7407ifi NOA No.: 10-0610.03 I4A IOADE COUNTY Expiration Date: 10/04/15 APPROVE) Approval Date:08/04/10 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: 07720 Ventilation Type: Static Roof Vent Materials Aluminum Deck Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 770-D Roof Louver 32"x 22 34"x 5 3/4" TAS 100(A) Embossed aluminum static Minimum Thickness 0.025" louvered roof ventilation system with two 9Y2"diameter openings. MANUFACTURING LOCATION: 1. Jacksonville,AR EVIDENCE SUBMITTED Test Agency Test Identifier Description Date PRI Asphalt Technologies, Inc. LOM-006-02-01 TAS 100 02/28/05 APPROVED ASSEMBLY: System Type A: Mechanical attachment of static vent over composite shingles. Vents should be evenly spaced on the rear slope of the roof. Cutout: Using marked positions on the provided diagram as a template,at chosen location and centered between two roof rafters a min. of 18" and max. of 36" down from the ridge, scribe two 9%" diameter circles. Drill a starter hole inside the circles. Starting in the drill holes cut through shingles and sheathing boards. Take care not to make holes to large or water leakage may occur. Installation: Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide vent under shingles with arrow pointing up (non-louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent holes. Fasten the base to roof decking with 11/4" ring shank nails. With the first nail 1" from roof louver end and a minimum of 5" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1" from roof louver end and a minimum of 5" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 770-D Roof Louver vent installation instructions & drawings). Seal all seams and nail heads and loose shingles with roofing cement. ' Net Free Area: Refer to manufacturers published literature. NOA No.: 10-0610.03 MANMADE COUNY Expiration Date: 10/04/15 APPROVE) Approval Date:08/04/10 Page 2 of 3 LIMITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. 770-D Roof Louver Vent shall comply with applicable Building Code. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. 770-D Roof Louver Vent shall not be installed on roof mean heights greater than 33 feet. 5. 770-D Roof Louver Vent shall comply with 1517.6 of the Florida Building Code(FBC). 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. DETAIL 32" — 5-3/4" 3-1/8"- - t 22-3/8 . IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIINllllilllll IIINlllllllill '' llllllllll 141111111 ,,1I . 770-D ROOF LOUVER END OF THIS ACCEPTANCE NOA No.: 10-0610.03 MANMADE C• Expiration Date: 10/04/15 APPROVED Approval Date:08/04/10 Page 3 of 3 MIAM COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/sera CertainTeed Corporation 1400 Union Meeting Road Blue Bell,PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -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. PERA 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 of the Florida Building Code. DESCRIPTION: Landmark,Landmark Pro,Landmark Premium,Landmark Special and Landmark Solaris LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 revises NOA# 12-0201.05 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0403.02 MIAM11 P OE ErNTY Expiration Date: 02/28/17 Approval Date: 07/12/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Asphalt Shingles Materials Dimensional Deck Type: Wood SCOPE This renews CertainTeed Landmark, Landmark Pro, Landmark Premium, Landmark Special and Landmark Solaris Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Certainteed Landmark 131/4"x 38' " TAS 110 A heavy weight,2471b/sq,dimensional Manufacturing asphalt shingle. Locations#1,2,3,4 Certainteed Landmark Pro 131/4"x 38 3/4" TAS 110 A heavy weight,264Ib/sq,dimensional Manufacturing asphalt shingle. Locations#1,3,4 Certainteed Landmark Premium 131/4"x 38 3/4" TAS 110 A heavy weight,2961b/sq,dimensional Manufacturing asphalt shingle. Locations#1,3,4 Certainteed Landmark Special 131/4" x 38 3/4" TAS 110 A heavy weight,264Ib/sq,dimensional Manufacturing asphalt shingle. Locations#1 Certainteed Landmark Solaris 131/4"x 38 3/4" TAS 110 A heavy weight,2961b/sq,dimensional Manufacturing asphalt shingle. Locations#1 Accessory Shingles various proprietary Accessory shingles for hip,ridge and starter strip applications. MANUFACTURING LOCATION(S): 1. Peachtree City, GA. 2. Ennis,TX. 3. Oxford,NC. 4. Shakopee, MN. NOA No.: 12-0403.02 MIAMI•DADE COUNTY Expiration Date: 02/28/17 APPROVED Approval Date: 07/12/12 Page 2 of 6 EVIDENCE SUBMITTED: Test Azencv Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R684 UL 790 04/02/01 PRI Asphalt Technologies, Inc. PCTC-01-02-01 TAS 100 01/12/01 CTC-006-02-01 TAS 100 11/12/02 PRI Construction Materials Technologies CTC-092-02-01 TAS 100 02/23/12 CTC-091-02-01 TAS 100 02/21/12 CTC-090-02-01 TAS 100 09/02/11 CTC-087-02-01 TAS 100 07/07/11 CTC-086-02-01 TAS 100 07/07/11 CTC-101-02-01 TAS 100 10/05/11 CTC-102-02-01 TAS 100 10/05/11 Underwriters Laboratories, Inc. 94NK9632 Wind uplift resistance TAS 107 11/30/00 02NK42448 Wind uplift resistance TAS 107 11/08/02 09CA28873 Letter 07/23/09 11CA59020 TAS 107/ASTM D3161 01/25/12 11NK07864 TAS 107/ASTM D3161 09/29/11 07CA26696 TAS 107/ASTM D3161 09/21/07 11CA38844 TAS 107/ASTM D3161 01/28/12 Underwriters Laboratories, Inc. 11NK08333 ASTM D3462 05/15/12 11NK08333 ASTM D3462 04/15/12 11NK07864 ASTM D3462 09/29/11 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A',attached. 5. Nailing shall be in compliance with Detail 'B',attached. NOA No.: 12-0403.02 MIAMAFD PRO ED UN�Y Expiration Date: 02/28/17 Approval Date:07/12/12 Page 3 of 6 LABELING 1. Shingles shall be labeled with the Miami-Dade Product Control approved seal as seen below or the wording "Miami-Dade County Product Control Approved". MIAMI-DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 12-0403.02 MANMADE COUNTY Expiration Date:02/28/17 APPROVED Approval Date:07/12/12 Page 4 of 6 • DETAIL A Rake Edge 8 Certainteed Landmark,Landmark Pro, Landmark Premium, Landmark Special and Landmark Solaris --5 — pmzi 16 3/4 8 II 11 — 5 Ill 11 111111_ 27 3/4 ~-8—.1 :,::;:::::;:::::;:::::i:i:111 r 32 3/4 r arm moi ..... s}� ........... -• ..........- Full ........... Starter 5 1 Shingle am immi=Ns Eaves • NOA No.: 12-0403.02 MFA PRO ECOUNTY Expiration Date: 02/28/17 Approval Date: 07/12/12 Page 5 of 6 DETAIL B i'"' 38 3/4" ..- /////////////////////I, °Ts?e///////////////// . Nailing am for"low and standard"slopes(from 3.512 to 21:12) Nall between upper&lower nail lines. — 30-1T--- 12" - 14 3/4" — ..--. 12" - 1" 1- 13 1/4" NNAI�WING►{ • •^} I AREA 1— :•:•.•:;:i........:. ❖:❖:❖:. 1 7 1/2" 5 5/8" 6" Exposure 1 I 1 1 Landmark,Landmark Pro,Landmark Premium,Landmark Special and Landmark Solaris (Low and Standard Slope) 38 3/4" •-1/////////// //I //////////////.'. ' //�/Release Tape."//7// Nailing area for"steep"slopes(greater than 21:12) Nail between bottom 2 nail lines. 12" — ►► 14 3/4" ' — 12" -. 13 1/4'' 1" /\ 1"---as I .:.:.:..r .: :: ::::....•, t 5 5/8" 6 1/8" Exposure 1 Landmark,Landmark Pro,Landmark Premium,Landmark Special and Landmark Solaris (Steep Slope) END OF THIS ACCEPTANCE NOA No.: 12-0403.02 MIAIMIAD PRO ED u� Expiration Date:02/28/17 Approval Date:07/12/12 Page 6 of 6 t MIAM t0UNT3 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera Eagle Roofing Products,LLC. 1575 E.C R 470 Sumterville,FL.33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Eagle Seal Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state 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# 11-1011.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0507.03 MIAMI-DADE COUNTYA01 Expiration Date: 03/03/15 APPROVED Approval Date: 09/05/13 Pane 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Eagle Seal 3' x 33.4' rolls TAS 103 Self-adhering, non-woven fiberglass mat 3' x 66.8' rolls reinforced membrane for use as an 3' x 72' rolls underlayment in high temperature sloped roof assemblies. MANUFACTURING PLANT(S): 1. Tuscaloosa, AL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials Technologies BWR-514-02-01 (rev) ASTM D 1970 09/04/09 VRMI-011-02-01 ASTM D 1970 03/30/09 BWR-511-02-01 ASTM D 1970 09/29/09 BWR-511-02-01 ASTM D 4798 09/29/09 BWR-522-02-01 ASTM D 1970 03/16/10 BWR-513-02-01 TAS 103 02/19/10 BWR-518-02-01 TAS 103 02/19/10 BWR-533-02-01 TAS 103 09/07/12 BWR-534-02-01 ASTM D 1970 09/07/12 NOA No.: 12-0507.03 MIAMI. DECOUNIY Expiration Date: 03/03/15 APPROVED P Approval Date: 09/05/13 Pave 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 1962"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12" o.c.the field of the roll. * In the Non-HVHZ area a Base Sheet is optional. Membrane: One or more plies of Eagle Seal underlayment with a minimum 3"side lap and 6"end lap. Surfacing: Approved Roof Assemblies. See Limitation#3. NOA No.: 12-0507.03 MIAMFW►DECOUNTY Expiration Date: 03/03/15 APPROVED p Approval Date: 09/05/13 Pape 3 of 4 1. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Eagle Seal underlayment shall be installed in strict compliance with applicable Building Code. 3. Eagle Seal underlayment may be used in asphaltic shingles, metal panels, wood shakes and shingles, quarry slate,and tile roof assemblies(mortar,adhesive,and mechanically set). 4. Eagle Seal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. Eagle Seal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 7. Eagle Seal underlayment may be used with any approved roof covering Notice of Acceptance listing Eagle Seal underlayment as a component part of an assembly in the Notice of Acceptance. If Eagle Seal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ)or the Miami- Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 8. Eagle Seal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Eagle Seal underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI-DADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 12-0507.03 MIAMID P OE E�uNrr Expiration Date: 03/03/15 Approval Date: 09/05/13 Pane 4 of 4 THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #4557900 CONTACT MAGGIE@ENERGYCALCS,NET 386-775-0908 4 wri htsoft. Building Analysis Job: 9 Entire House Date: Feb 05,2014 By: TURN KEY CONSTRUCTION License:RESNET 4557900 E G 1339 Pro'ect Information For: MODEL 2377,TURN KEY CONSTRUCTION FL Desi• n Conditions Location: Indoor: Heating Cooling Melbourne, FL, US Indoor temperature(°F) 70 75 Elevation: 36 ft Design TD (°F) 27 16 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) -0.1 66.5 Dry bulb (°F) 43 91 Infiltration: Daily range °F) - 15 ( L ) Method Simplified Wet bulb(°F') - 79 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heatin • Component Btuh/ft2 Btuh I % of load Walls 3.0 4464 23.0 Glazing 8.1 2824 14.5 Doors 10.5 215 1.1 Ceilings 0.9 2106 10.8 Floors 1.4 3369 17.3 .150. Infiltration 2.0 3271 16.8 Ducts 3190 16.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 ' Adjustments 0 Total I 19439 100.0 Coolin • Component I Btuh/ft2 Btuh % of load Walls 1.9 2725 9.8 Ww Glazing 21.5 7480 27.0 ate. Doors 11.6 238 0.9 Ceilings 1.7 4161 15.0 Floors 0 0 0 Infiltration 0.6 969 3.5 Ducts 3704 13.4 Ventilation 0 0 Internal gains 8450 30.5 Blower 0 0 Adjustments 0 00. Total 27728 100.0 -s' L.,.e„ Latent Cooling Load = 4795 Btuh Overall U-value= 0.070 Btuh/ft2-°F Data entries checked. wrightsoft 2014-Feb-05 18:10:08 9 Right-Suite®Universal 2013 13.0.08 RSU15637 Pew 1 Project3.rup Calc=MJ8 Front Door faces: N THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #4557900 CONTACT MAGGIE@ENERGYCALCS.NET 386-775-0908 Job: +I+ wrightsoft Manual S Compliance Report Date: Feb 05,2014 Entire House By: TURN KEY CONSTRUCTION License:RESNET 4557900 E G 1339 Project Information For: MODEL 2377, TURN KEY CONSTRUCTION FL Cooling Equipment Design Conditions Outdoor design DB: 91.0°F Sensible gain: 27728 Btuh Entering coil DB: 75.9°F Outdoor design WB: 79.0°F Latent gain: 4795 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 32523 Btuh Indoor RH: 50% Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Model: SSZ140361B+AVPTC42D14A Actual airflow: 1050 cfm Sensible capacity: 29400 Btuh 106% of load Latent capacity: 4800 Btuh 100% of load Total capacity: 34200 Btuh 105% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 43.0°F Heat loss: 19439 Btuh Entering coil DB: 69.6°F indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Model: SSZ140361B+AVPTC42D14A Actual airflow: 1050 cfm Output capacity: 32000 Btuh 165% of load Capacity balance: 0 °F Supplemental heat required: 0 Btuh Economic balance: 0 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 cfm Output capacity: 13.9 kW 244% of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. htsoft 2014-Feb-05 18:1ge 1 W rl 9 Right-Suite®Universal 2013 13.0.08 RSU15637 Page 1 CC-N Project3.rup Calc=MJ8 Front Door faces: N • THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #4557900 -`` � CON UAL l MAUtalt(�NtKjTC.AL[- .ivtt .5 -Ira-UUl?8 4k 'A N \\> .// Sheet 1 1 iil nook family r 12 x 6 oom10 106 cfm mbr ba3 C\ '" 7 1 ft 12 x 6 Hr. 12x6 ... 12x6 ".8.5(1 106 cfm " m 129 cfm +°x4 •• cfm e ,4 " 11.2 7", • great Corn39 ' ♦. 12 x 6 1. ig16x f ... 130cim i 6x10 M 4,2 ft "" 11 •—....... , ilif !.4 ft , 8 ft bra ?? 84 cfm I. m kit12 x 8 ..• 10x6 ‘"4411010." :07% • ,6.77ft 140 cfm 8.2ft 76 cfm 4".11.7}2 .® \ 12x6 t n12" .. 10x.MJ 107 cfm 7".8. .67cfm 67 cfm '12x12 •12",32.8 MBA a• 8. 4 14".43.4 ft poriall " -_3 fu. 10 x 6 10 cfm ort oyer dining ba may'. 84 cfm 111 toilet ,2ft12 12 1' 11",br48ft ii r16",13: ft . n 4 1t ",2)ft Room2 Job#: TURN KEY CONSTRUCTION Scale: 1 : 116 Performed for: Page 1 MODEL 2377 Right-Suitee Universal 2013 13.0.08 RSU15637 2014-Feb-05 18:10:33 FL Project3.rup • THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #455790U CONTACT MAGGIE@ENERGYCALCS.NET 386-775-0908 I / + Duct System SummaryJob: wrightsoft yDate: Feb os,2014 Entire House By: TURN KEY CONSTRUCTION License:RESNET 4557900 E G 1339 Project Information For: MODEL 2377, TURN KEY CONSTRUCTION FL Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.60 in H2O 0.60 in H2O Supply/ return available pressure 0.417/0.183 in H2O 0.417/0.183 in H2O Lowest friction rate 0.170 in/100ft 0.170 in/100ft Actual air flow 1050 cfm 1050 cfm Total effective length (TEL) 297 ft Supply Branch Detail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk MBA c 2001 72 76 0.170 6.0 Ox 0 VIFx 65.1 140.0 st4 ba c 81 2 3 0.170 4.0 Ox 0 VIFx 21.8 115.0 st2 ba3 h 804 43 20 0.170 5.0 Ox 0 VIFx 53.3 120.0 st1 bre h 1232 67 63 0.170 6.0 Ox 0 VIFx 52.3 120.0 st1 br3 h 1559 84 71 0.170 6.0 Ox 0 VIFx 23.0 115.0 st2 br4 h 1559 84 71 0.170 6.0 Ox 0 VIFx 22.0 115.0 st2 ci c 75 2 3 0.170 4.0 Ox 0 VIFx 59.0 140.0 st4 corn h 725 39 11 0.170 5.0 Ox 0 VIFx 66.0 140.0 st4 foyer dining h 1981 107 62 0.170 7.0 Ox 0 VIFx 50.1 120.0 st1 great c 3438 94 130 0.170 7.0 Ox 0 VIFx 46.2 120.0 st1 kit c 3709 17 140 0.170 7.0 Ox 0 VIFx 23.7 115.0 st2 faun h 367 20 9 0.170 4.0 Ox 0 VIFx 27.0 115.0 st2 mbr h 2384 129 88 0.170 7.0 Ox 0 VIFx 66.0 140.0 st4 mbr-A h 2384 129 88 0.170 7.0 Ox 0 VIFx 60.2 140.0 st4 nook family r-A c 2787 76 106 0.170 7.0 Ox 0 VIFx 35.2 135.0 st5 nook family r-B c 2787 76 106 0.170 7.0 Ox 0 VIFx 36.7 135.0 st5 toilet h 177 10 4 0.170 4.0 Ox 0 VIFx 66.5 140.0 st4 Bold/italic values have been manually overridden A.,� wrightsoft 2014-Feb-0518:10:09 t g Right-Suite®Universal 2013 13.0.08 RSU15637 Page 1 . Project3.rup Calc=MJ8 Front Door faces: N • THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #4557900 • rnnrrnr-T 11arapirim"kironvrel rc AIFT 251A-77S-AQAR AI efia ■.a1 CERTIFIED® www.ahridireCtcry.org Certificate of Product Ratinçjs AHRI Certified Reference Number: 5924429 Date: 2/5/2014 • Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: SSZ140361B* • Indoor Unit Model Number: AVPTC42D14A* Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade/Brand name: GOODMAN,JANITROL,AMANA DISTINCTIONS, EVERREST, ONE HOUR AIR CONDITIONING AND HEATING, ENERGI AIR Series name: SSZ14 Manufacturer responsible for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 34200 EER Rating (Cooling): 12.50 SEER Rating (Cooling): 15.00 Heating Capacity(Btuh)@ 47 F: 32000 Region iV HSPF Rating (Heating): 8.50 Heating Capacity(Btuh)@ 17 F: 19000 •Ratings followed by en asterisk(")indicate a voluntary rerate of previously published data,unless accompanied With a WAS.which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s).or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not.in whole or in part,be reproduced;copied:disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference, AIR-CONDITIONING.HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www,ahridire tcry.org,click on"Verity Certil ca.e"link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 130360833165114363