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2013040227-Product Approval
Ci t y Of Pa r k l a n d Bu i l d i n g Di v i s i o n Wi n d o w I Do o r Pr o d u c t Ap p r o v a l Sc h e d u l e Jo b Na m e : To l l B r o t h e r s P e n n i t # 2 0 1 3 0 4 0 2 2 7 In f o Ad d r e s s : 81 6 2 Br a d f o r d Wa y Lo t Bl o c k 3 3 / D Su b d i v i s i o n PA R K L A N D GO L F & COUNTRY CLUB Wi n d o w s an d Do o r s Mu l l i o n Bars De s i g n An c h o r Sp a c i n g Wi n d o w I Ro u g h Ov e r a l l Pr e s s u r e pe r St r u c t u r a l Si t e Sh u t t e r Ed g e & On Ce n t e r Do o r Op e n i n g Si z e Pr o d u c t Ap p r o v a l Ma x i m u m Pr o d u c t Sp e c i f i c De s i g n Zo n e Re q u i r e d An c h o r Ty p e I. D. # (W x H ) NO A # Te s t e d Si z e Ap p r o v a l Pr e s s u r e In t . = 4 Re q u i r e d Fr o m NO A Ex t . = 5 Ho r i z o n t a l NOA# Span in Inches (W x H ) (+ ) ps f (- ) ps f (+ ) ps f (- ) ps f Ye s I No He a d e r Si d e s Si l l Ve r t i c a l C1 38 X 63 \4 11 - 1 0 1 3 . 1 4 5 3 1 f 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 2 7 0 Ve r t i c a l 11-0922.01 63 1/4" D 49 X6 3 \4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 41 . 9 45 . 6 4 NO 1 4" EL C O UL TR A C O N 6 8 6 Ve r t i c a l 11-0922.01 631 4" C2 38 X6 3 \4 11 - 1 0 1 3 . 1 4 5 3 1 / 8 x 7 6 64 80 43 . 8 47 . 5 1 NO 1 4" EL C O UL TR A C O N 2 7 0 81 3 8 X 5 0 7 / 8 11 - 1 0 1 3 . 1 4 5 3 1 / B x 76 64 BO 43 . 8 47 . 5 4 NO 1 / 4 " El . C O UL T R A C O N 2 5 0 Ve r t i c a l 11-0922.01 SO 7/8" 82 3 8 X S 0 7 8 11 - 1 0 1 3 . 1 4 53 1 8 X 76 64 80 43 . 8 58 . 7 5 NO 1 4" E L C O U L T R A C O N 2 5 0 E 27 'h X S O 7/ 8 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 1 4 0 F1 38 X 76 \ 4 11 - 1 0 1 3 . 1 4 5 3 1 f 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 2 8 0 Ve r t i c a l 11-0922.01 76 1/4" F2 38 X 7 6 1 4 11 - 1 0 1 3 . 1 4 5 3 1 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 / 4 " El . C O UL TR A C O N 2 8 0 Q1 25 X S 8 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 47 . 5 5 NO 1 4" E L C O U L T R A C O N 2 6 2 A 4 9 X 7 6 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 75 75 41 . 9 45 . 6 4 NO 1 / 4 " EL C O UL T R A C O N 6 9 6 Q2 25 X 58 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 58 . 7 5 NO 1 / 4 " EL C O UL T R A C O N 2 6 2 C3 38 X 6 3 \ 4 11 - 1 0 1 3 . 1 4 5 3 1 / 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 4" E L C O U L T R A C O N 2 7 0 Ve r t i c a l 11-0922.01 63 1/4" C4 38 X6 3 1 4 11 - 1 0 1 3 . 1 4 5 3 1 / 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 2 7 0 P1 27 'h X6 3 \4 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 1 5 0 cs 38 X 63 \4 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 43 . 8 47 . 5 4 NO 1 4" EL C O UL T R A C O N 2 7 0 C6 38 X 6 3 \ 4 11 - 1 0 1 3 . 1 4 5 3 1 f 8 x 7 6 64 80 43 . 8 58 . 7 5 NO 1 / 4 " EL C O UL T R A C O N 2 7 0 C7 38 X 6 3 \ 4 11 - 1 0 1 3 . 1 4 5 3 1 f 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 2 7 0 )1 33 X 63 \4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 58 . 7 5 NO 1 4" EL C O UL T R A C O N 3 7 3 )2 33 X 6 3 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 3 7 3 )3 33 X 63 \4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 4 7 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 3 7 3 C8 38 X 6 3 \4 11 - 1 0 1 3 . 1 4 5 3 1 / 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 4" EL C O UL T R A C O N 2 7 0 C9 38 X 6 3 \4 11 - 1 0 1 3 . 1 4 53 1 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 4" EL C O UL T R A C O N 2 7 0 K1 4 9 X 6 4 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 41 . 9 54 . 7 5 NO 1 / 4 " EL C O UL T R A C O N 6 8 6 K2 4 9 X 6 4 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 41 . 9 54 . 7 5 NO 1 / 4 " EL C O UL T R A C O N 6 8 6 C1 0 3 8 X 6 3 \ 4 11 - 1 0 1 3 . 1 4 53 1 8 x 7 6 64 80 43 . 8 4 7 . 5 4 NO 1 4" E L C O U L T R A C O N 2 7 0 C1 1 38 X 6 3 \4 11 - 1 0 1 3 . 1 4 5 3 1 f 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 2 7 0 G1 25 X 24 \4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 2 4 2 L1 38 X 59 \4 11 - 1 0 1 3 . 1 4 5 3 1 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 2 6 0 Ve r t i c a l 11-0922.01 59 3/4" L2 38 X 59 \ 4 11 - 1 0 1 3 . 1 4 5 3 1 f 8 x 7 6 64 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 2 6 0 N1 2 5 X 6 0 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 2 6 2 M 25 X 7 2 1 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 2 8 2 N2 25 X6 0 14 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 2 6 2 P2 27 'h X 6 3 \4 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 1 5 0 P3 2 7 ' h X 6 3 \ 4 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 1 5 0 G2 2 5 X 2 4 \ 4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 47 . 5 4 NO 1/ 4 " EL C O UL T R A C O N 2 4 2 H 25 X3 6 \4 11 - 1 1 1 0 . 1 5 32 SQ FT 80 80 43 . 8 58 . 7 5 NO 1/ 4 " EL C O UL T R A C O N 2 4 2 C1 2 38 X 6 3 \4 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 43 . 8 58 . 7 5 NO 1 / 4 " EL C O UL T R A C O N 2 7 0 11 53 5/ 8 X 6 3 \4 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 41 . 9 45 . 6 4 NO 1 / 4 " EL C O UL T R A C O N 2 9 0 Ve r t i c a l 11-0922.01 63 1/4" 12 53 Sf 8 X 6 3 \4 11 - 1 0 1 3 . 1 4 53 1 / 8 X 76 64 80 41 . 9 45 . 6 4 NO 1/ 4 " EL C O UL T R A C O N 2 9 0 - - ~ -· Ap p r o v a l by A/ E o f Re c o r d ~c z _ - ; , ? ¥ - t ' f ' - ( ' f . Ci t y Of Pa r k l a n d Bu i l d i n g Di v i s i o n Wi n d o w I Do o r Pr o d u c t Ap p r o v a l Sc h e d u l e J )o b Na m e : To l l B r o t h e r s I Pe r m i t # 2 0 1 3 0 4 0 2 2 7 In f o Ad d r e s s : 81 6 2 Br a d f o r d W a y Lo t Bl o c k 3 3 / D Su b d i v i s i o n PA R K L A N D GO L F & COUNTRY CLUB Wi n d o w s an d Do o r s Mu l l i o n Bars De s i g n An c h o r Sp a c i n g Wi n d o w I Ro u g h Ov e r a l l Pr e s s u r e pe r St r u c t u r a l Si t e Sh u t t e r Ed g e & On Ce n t e r Do o r Op e n i n g Si z e Pr o d u c t Ap p r o v a l Ma x i m u m Pr o d u c t Sp e c i f i c De s i g n Zo n e Re q u i r e d An c h o r Ty p e J. D . # (W x H ) NO A # Te s t e d Si z e Ap p r o v a l Pr e s s u r e In t . = 4 Re q u i r e d Fr o m NO A Ex t . = 5 Ho r i z o n t a l NOA# Span in Inches [W x H ) [+ ) ps f (- ) ps f (+ ) ps f [- ) ps f Ye s I No He a d e r Si d e s Si l l Ve r t i c a l 1 -1 - 2 X Q7 % FL 12 ~ 3 4 . ( 1 :n : V . . X Q 7 . 1 7 so so 4l . q - 45 . h 4 NO 1 / 1 " F. L C O \J L T R A C O N 2 6 - 1 4 . 2 0 o. c ' 2 19 2 X 84 FL 56 8 4 . 3 16 ' 2 " X 16 ' 42 48 41 . 6 46 . 3 4 NO 5 1 6 x 1 5 BL A G S C R E W 3 7 0 3 96 X 8 4 FL 56 8 4 . 6 9' X 16 ' 46 so 43 . 4 49 . 1 4 NO 5/ 1 6 X I 'h LA G SC R E W 3 5 0 4 11 0 X 97 11 · 1 0 1 8 . 1 4 48 X9 6 46 . 6 7 60 39 . 2 49 . 5 4 NO 1 / 4 " EL C O UL T R A C O N C 4 + 1 10 C4 + I 5 37 X 97 I 1- 1 0 1 3 . 2 4 14 5 3 / 8 X 95 l4 70 80 41 . 9 45 . 6 4 NO 1 4" EL C O UL T R A C O N 2 1 1 - 1 8 Y. ! O . C . 2 l( C i : - o f -- i X4 X6 3 V. 11 · 0 9 2 2 . 0 1 14 4 " 10 0 . 8 10 0 . 8 43 . 8 47 . 5 4 NO 1 4" EL C O UL TR A C O N 4 0 4 2 ( D· C 2 ) IX 4 X 6 3 V. 11 · 0 9 2 2 . 0 1 14 4 " 10 0 . 8 10 0 . 8 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 4 0 4 3 Bl - 8 2 I X 4 X 5 0 7 8 11 · 0 9 2 2 . 0 1 14 4 " 17 0 17 0 43 . 8 58 . 7 5 NO 1 4" E L C O U L T R A C O N 4 0 4 4 ( Fl - F 2 ) IX 4 X 7 6 V . 11 - 0 9 2 2 . 0 1 14 4 " 72 . 2 72 . 2 43 . 8 47 . 5 4 NO 1 4" EL C O UL T R A C O N 4 0 4 5 ( C3 - C 4 ) IX 4 X 6 3 V. 11 - 0 9 2 2 . 0 1 14 4 " 11 3 . 4 11 3 . 4 43 . 8 47 . 5 4 NO 1 / 4 " EL C O UL T R A C O N 4 0 4 6 ( Ll - L 2 ) IX 4 X 5 9 3 f , 11 - 0 9 2 2 . 0 1 14 4 " 12 5 . 1 12 5 . 1 43 . 8 47 . 5 4 NO 1/ _ 4 " EL C O UL T R A C O N 4 0 4 7 11 - 1 2 ) I X4 X 6 3 V. 11 - 0 9 2 2 . 0 1 14 4 " 90 . 7 90 . 7 41 . 9 45 . 6 4 NO 1 4" EL C O UL T R A C O N 4 0 4 L - - - c - - ~ Ap p r o v a l b y A { E o f R e c o r d -- ~ ~ ~ ~ · - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / " ~- t ' r - { ' f Florida Building Code Online Page I of I Busines~ Professional It BCJS Horne log Jn U~er Reg1strat1on Hot Toptcs Subm•t S1..1rcharge Stats & Facts Publtcat•ons FBC Sti'lff BCIS S1tt' Map Lm~s Search ~',, ( , ';1Product Approval \ ~ ) USEA.: PubliC User '··--~·' Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity G0FLII ALL Product Manufacturer ALL Subcategory ALL ALL Compliance Method Product ~1odel, Number or Name ALL Approved for use 1n HVHZ ALL Quality Assurance Entity Contract Exp~red Product Description Approved for use outs1de HVHZ Des1gn Pressure Impact Res1stant Other Search Results -Applications Ty_p~ ALL ALL t..-tan uf;lt.tur_ex 12334 ALL ALL ALL All ALL ALL ALL i _, L. >• r 1 Editorial Change Therma-Tru Corporation Category: Exterior Doors Ryan J. Kmg, P.E. Approved • (813) 787-8283 Subcategory: Swinging Extenor Door Assemblies "Aprroved by DBPR. Approvals by DBPR shall be rev•ewed and rat1fil!d by the POC and/or the CommiSSIOO .r ne<esscwv. ~ :: 1940 Ngrth Monroe Street Tallahassee fl 32399 phone· 850-437·1824 The State of Flonda tS an AA/HO employer. Copyright 2007-1013 Statg pt flor1da :: pnyacy Statement :; Acp!S:ilblltty Statemgpt · · Befu~ta!ement Under Florld;:~ law, ema1l dddre'!ise:; are pubhc rP.cords. If you Clo not want y('ur e-ma11 address re!eas~?t1 ·,n re5ponse to a public-records request, do nr>t sent1 electromc ma11 to th•s enttty. Instead, contact the otfKe bv phone or by trad1t1onal ma1l. If you have any questiOns, please contact 850,487.139~-i. 'Pursuant to S~Ct1on 455.275(1), Flonda Statutes, effecth;e October 1. 2011, licensees licensed under CtMpter 455, F.S must provide the Oepartmenl with an email address 1f they have one. The ema1ls provided may be used for offiCial communicatiOn w1th the licensee. However ema1l addresse~ are pubiK record. If you do not wish !O S•Jpply a personal address, please prov1de thl! Department wtth an emcul i\ddrP.SS wh1ch can be made avatlabl~ to the publ!r.. To determme 1f you are a !Ken'5ee under Chapter 455, F.S., please cl1ck ~- TOLL BROTHERS LOT# 33/0 PGCC Product Approval Accepts: D~BC OPENINGS: http:! /wwvv .11oridabuild ing.org/pr/pr _ app _lsLaspx 3/18/2014 Florida Building Code Online Page I of 6 /it/l \ / v BCIS Homt! log In User Reg1stratKln Hot Toptcs Submit Surcharge Stats & racts Publications FBC Staff BCIS Site Milp Links S~rth Business Professional /-----,, { '')·Product Approval , USER. Pubh<: User / U.:l!l.!.Jc b~l'.!-'.~fl! i'l":1l1 :.. Prodyct or AoPIICat!on s~arch > Apphc.at!OQ L!St > AppliCII::t:::io:::n:..:D::•:::t•::il:.------------- Fl # Application Type Code Version Application Status Editonal Change 2010 Approved •Approved by OBPR. Approvals by OBPR shall be rev1ewed and rat1f1ed Comments Arch1ved Product Manufacturer Address/Phone/Email Authonzed S1gnature Techmcal Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertificatiOn Agency Validated By Referenced Standard and Year (of Standard) Equ1valence of Product Standards Certified By Product Approval Method by the POC and/or the Commission if necessary. Certification Mark or Listing National Accreditation & Management Jnst1tute, Ryan J. King, P.E. ' Validation Checklist -Hardcopy Rece1ved Standard ASTM 01929 ASTM 02843 ASTM 0635 ASTM 0638 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Flonda Licensed Profess1onal Eng•neer or Archttect U-J_?.~34 R4 Lwuv of ~·tan.J.Ju.Ls.rt~E Method 1 Opt10n A http://www. f1oridabui lding.org/pr/pr _app _ dtl.aspx?param=wGEVXQwtDqtF2AezuarjgK ... '!.!till: 1996 1999 2003 1996 2004 2000 1995 1994 3118/2014 Florida Building Code Online Page 2 of 6 Date Subm1tted Date Validated 02/28/2013 02/28/2013 Date Pendmg FBC Approval Date Approved 03/05/2013 Summary of Products Fl # Model, Number or Name Description 12334.1 a. "CiassicCraft", "Ciass1cCraft "Impact" 8'0" Glazed Fiberglass Single Door utilizing Hoppe Rustic", "FiberCiassic" or Multi Point lock-Outswing configuration( X) "SmoothStar" Senes limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes <_L_l_2}J~G4 C,_i:l\f_l_23_:3_:LI_i':J£;tJI_(;'L[.f•di Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.1 for Design Pressure Ratings, any EL_1_231:\_ P.'L_II_]J"cll_EJ)_4_lylj additional use limitations, mstallat1on mstructions and Verified By: Lyndon F. Schm1dt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas ms1de the HVHZ) Evaluation Reports FUL<:;_4 R·i :n_c_EV_AL _12}·.U_.1_.1g)l FL12~;:!4 R4 Af TI -PLASTICS. LPJ.!f Created by Independent Third Party: Yes -··-- 12334.2 b. "CiassicCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Single Door w1th Sidelite Rustic", "FiberCiassiC" or utilizing Hoppe Multi Pomt lock -Outswing configuration (OX "SmoothStar" Series or XO) r--- Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F_LJ)._3_J4 f·:4 C CJ\r-J. :!_3_~-:L._L _ _i\IAt·H l_.i?ll.pJf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions other: See INST 12334.2 for Des1gn Pressure Ratings, any ELl!.:Jj--1 p,J II iNST_12:n~~ ·'cud( additional use limitations, mstallation instructiOns and Venfied By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM El300-04 utilized for Created by Independent Th1rd Party: Yes areas ins1de the HVHZ) Evaluation Reports ru2<c: 1 Ri._ t\L [\!1\i l --~3-i.~-i·df !LiiJJ:l B4 8E TT-PLAST!IS.l.rlJlf Created by Independent Third Party: Yes 12334.3 c. "CiassicCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Single Door with Sidelites Rust1c", "F1berCiassic" or utilizing Hoppe Multi Pomt lock -Outswmg configuration "SmoothStar" Senes (OXO) ,___ .. limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes tLJ_~~ 335 J~~~---CD.C____l___.;_3_:·~~r~1 l_l.YJLJ?_( i1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.3 for Des1gn Pressure Ratings, any FLl::.J34 l!_~_lj_f"/:~_T_l -~334_. ~.-.:?_df additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTM E1300-04 utiliZed for Created by Independent Third Party: Yes areas ms1de the HVHZ) Evaluation Reports E_l_1_ .. ~:q R4 _j'\L~ LV;~[ l/ _, __ :~1 ~. I) Cl f F~!Z;l:i4 R4 8E TI -PLASTIC$_,_Ul_dl Created by Independent Third Party: Yes 12334.4 j d. "Ciass1cCraft", "Ciass1cCraft "Impact" 8'0" Glazed Fiberglass Double Door utilizing Hoppe i Rust1c", "FiberCiassiC" or Multi Po1nt lock -Outswing configuratiOn (XX) j "SmoothStar" Senes limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes ~Jj :;-.:i~LJ~~:::_~~-)4 .4 I'J1f'JI~~~~rU Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.4 for Des1gn Pressure Ratmgs, any tL 17 1.31_J.S:: _.)j __ :t~~~~_j_2_}~\ I '1 JLJJ additional use lim1tations, Installation InStructions and Venf1ed By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas ms1de the HVHZ) Evaluation Reports r::u_;'-"'~1~1',..1 -'l~_t-.'JJ\L__l_,_ .JI. .·!-!Lf t.I...U.;i34 R4 AE_IT_::PI ASlli.Sc l_,p_dl Created by Independent Th1rd Party: Yes - 12334.5 e. "CiassicCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Double Door with S1del1tes Rust1c", "FiberCiassic" or utilizmg Hoppe Multi Point lock -Outswing configuration "SmoothStar" Senes (OXXO) I http :1 /v-.ww. tlori dabui ld ing.org/pr/pr_ app _ dtl.aspx ?param=wG E VX Qwt Dq tF2AezuarjgK ... 3/18/2014 Florida Building Code Online Page 3 of6 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f],J-2_3)~_!;]:\(_1,1]}•1. ~i.NAtJi.S~TI.J!_<!l Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.5 for Design Pressure Ratings, any iLJJ~;;;.i_R'l_JLI!'Lo;U 23;H. ',.pdf addotoonal use l1m1tations, installatoon instructions and Verifoed By; Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTM E 1300-04 utilized for Created by Independent Third Party; Yes areas inside the HVHZ) Evaluation Reports FL12_,-;_J'l_P_<_l_ J\E F:Ytll_ L~]:J1,5.Jcil F!.12J~4 f:\4 AE TT-P18ST1!:5..L.Jl.ill Created by Independent Third Party: Yes ( I---~ .. .. .. -·. .. .. 12334.6 f. "CiassocCraft", "CiassicCraft "Impact" 8'0" Glazed Fiberglass Smgle Door-Outswmg Rustic", "FiberCiassic" or configurat•on(X) "SmoothStar" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F!.12J34 R4 ( CAC 1 2 3 34. 6...N AM U:_ejj:..Q.>Jf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/ A Installation Instructions Other: See INST 12334.6 for Design Pressure Ratmgs, any FL12334 R4 II INST 12334.G.Qdf additional use limitations, mstallation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas H1Side the HVHZ) Evaluation Reports Eill_3_34 R4 6.LE.Y..8!._1.2_:l._:l..1.JI. . .P..9! E.l.tllio! R4 AE TT -PLASTJ(S..J..J)df I Created by Independent Third Party: Yes -.. -.. .. 12334.7 g. "CiassiCCraft", "CiassocCraft "Impact" 8'0 Glazed Fiberglass Single Door with Sidelite - Rust1c", "F1berCiassic" or Outswing configuration (OX or XO) "SmoothStar" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F!.n2J•I R4 C CAC J2;n4.7 NAM! C!i:rt.Qlif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.7 for Des1gn Pressure Ratings, any ~L_l_2_3_34 R4 IJ......!!'l.S.L2334.7.];lQf additional use hmitatoons, 1nstallat1on instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for Created by Independent Thitd Party: Yes areas 1nside the HVHZ) Evaluation Reports E..l1 .. U3 .. :LR.±..AE EVAL_l_2 3 H.LP..9l FL12J3o.l P.4 A.~ TT-PLASI.Lc .. S~L.P.>lf Created by Independent Third Party: Yes 12334.8 h. "CiassocCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Single Door w1th Sidelites - Rustic", "FiberCiassic" or Outswing confoguratoon (OXO) "SmoothStar" Senes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL.l2JJ1 R4 C CAl: 12334 8 NAMI CffiJlill Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions other: See INST 12334.8 for Design Pressure Ratings, any FU2JJ4 R4 1! !NST l<:334.8.Qdf add1t1onal use lomitations, installation instructions and Venfied By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) Evaluation Reports FL!2334 R4 AE EVAL l..2J3'l.S.pdf f_l,.j_2:U4 [{_4.....!_\~ IT -PLi1_S.I_KS.l.pc;lf Created by Independent Thord Party: Yes ·- 12334.9 1. "CiassicCraft", "CiassicCraft "Impact" 8'0" Glazed Foberglass Double Door-Outswing Rustic", "FiberCiass1c" or configuratoon (XX) "SmoothStar" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12334 R4 C CAC 12334.r, NAMI_f:_eLt..QdJ Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/ A Installation Instructions Other: See INST 12334.9 for Desogn Pressure Ratings, any EL.!Z33.L&LIJ..J..t,l.SLW;;...1..9JLdJ additional use limitations, 1nstallatoon instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTM E1300-04 utilized for Created by Independent Th~rd Party: Yes areas 1ns1de the HVHZ) Evaluation Reports f!.12334 R·1 AE EVAL 1233•1.'Lill!f E!,.J1J.J...:!.. R4 .. i\l: U.:PLA..;?TlC.S"J~P..ill t-· Created by Independent Third Party: Yes 12334.10 j. "Ciass,cCraft", "CiassicCraft "Impact" 8'0 Glazed Foberglass Double Door w1th S1delites - Rust1c", "FoberCiassic" or Outsw1ng configuration {OXXO) "SrnoothStar" Series http:/ 1\:vww .noridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVX QwtDqtF2AezuarjgK ... 3/18/2014 Florida Building Code Online Page 4 of 6 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EU2)..34 R4 C CAC_l2_3.3A,J_O....N/i.MLCe_r.LJl.d1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.10 for Design Pressure Ratings, ELJD3'LM U_J_~I.lZ134.10.pdf any additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas 1nside the HVHZ) Evaluation Reports I F!.12~~4 R4 AE E:~'l8Ll2J.J±,_ULR.<If I F!.l 7;)34 R4 AE TT-PLASTI(;;;;.l.Qdf Created by Independent Th1rd Party: Yes 12334.11 k. "CiassicCraft", "CiassicCraft "Impact" 8'0" Glazed Fiberglass Single Door utilizing Hoppe Rustic", "F1berCiass1C" or Multi Pomt lock -lnswing configuratiOn( X) "SmoothStar" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes fcll 2Dc:LfLl_ ,_: _ci\(..;_Jj '·-~loL l_l_j\IAf-·11 (. •>I ~ pd! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.11 for Design Pressure Rat1ngs, [Ll_.o3_3<1 __ [0 J_l_ ~ll',i_O,I_l_,:?,~',J"Jl..Jlil.f any additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas ms1de the HVHZ) Evaluation Reports FU2:;_3•i ":" ALEVAL_l_::"~Jj_JJ..J'.!ll FL12334 R4 AE TT-PL.ASJ:IC_S..CL.O.Qf Created by Independent Third Party: Yes 12334.12 I. "CiassicCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Single Door with Sidelite Rustic", "FiberCiassic" or utilizing Hoppe Multi Point lock -Insw•ng configuration (OX "SmoothStar" Senes or XO) - Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I:.Ll2l3-1 F.-1 l__U;C UTi:LL~ NN·H Cco.ILUJtf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.12 for Design Pressure Ratings, Fl J'3}4~E9 _ll_f.NSTJL:>l_.l]_,t,_df any additional use limitations, installatiOn instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas 1ns1de the HVHZ) Evaluation Reports E_l.)_2_?!_)-~ P~~F._F~~:l£\.1 _l_' ~33. l_!.!pdl FL123:l4 R4 AE TT -PL8::iHC_S..Cl.P_df Created by Independent Th1rd Party: Yes 12334.13 m. "CiassicCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Single Door with S•delites Rustic", "FiberCiass•c" or utilizing Hoppe Multi Point lock -Inswing configuration "SmoothStar" Senes (OXO) ····-·-- Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes L.blc-'J::r F-1 _-CN; _ _l_;•:;_~!,l,.N.~Hl_,.-:,, ;J.Ji_ Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.13 for Design Pressure Rat111gs, 1-[.12>34 R4 i I I.H5_L_t_:)} ~:tJ ,.;, !J~d: any addit1onal use limitations, installation •nstruct10ns and Venfied By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTI'-1 E 1300-04 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) Evaluation Reports t..U,;~,t)_LB:LJlf_[Y.AU2.~1.'.L.L-U1lli [L1233-1 R4 AE TT -P!.l\STr(_~_c)f Created by Independent Third Party: Yes 12334.14 n. "Ciass•cCraft", "CiassicCraft "Impact" 8'0" Glazed Fiberglass Double Door utilizing Hoppe Rustic", "FiberCiassic" or Multi Point lock -Inswing configuration (XX) "SmoothStar" Series --~ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes ELC~:;l3_4 E:1 C_ CAC. _1_233_1_1_1_ f'-Jt\f.:1.l_S,_q_r .r1JJ.f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.14 for Des1gn Pressure Rat111gs, FL p;ll_;LB,.LU_!t'_S.'_l ::~:;_1_ J J.p_;_[f any additiOnal use limitations, Installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM El300-04 utilized for Created by Independent Th~rd Party: Yes areas 1ns1de the HVHZ) Evaluation Reports rL 12~i3:l_F,~-~~!~_EVAI,_j_~~;_)}·l. l•l.o•H FL123;24 R4 AE TT-PLAST!c.:i._l.Ji.ljf Created by Independent Third Party: Yes 12334,15 o. "Ciass•cCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Double Door w1th Sidelites Rustic", "FiberCiassic" or utilizing Hoppe Multi Pomt lock -Inswing configuration "SmoothStar" Series (OXXO) http://www.tloridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVXQwtDqtF2AezuarjgK___ 3/18/2014 Florida Building Code Online Page 5 of 6 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes r::uv:H P 'l C_i;£\1--: ... J.2)_:t~LL5 _D!bi'1LS;;;rUl!Jf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.15 for Design Pressure Ratings, F: . .l!_~~_oli _&L_II_l_~_~T__!L:~-~J.}.:·~~.Pslf any additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTM El300-04 utilized for Created by Independent Th1rd Party: Yes areas onside the HVHZ) Evaluation Reports [LJ_2_3~H_BJ AC_CYAU ::J.~'LG_,JJJ.(I FU2':l4 B4 AE n -PI..8STI!:;;i l.Qgf Created by Independent Third Party: Yes 12334.16 p. "CiaSSICCraft", "CiaSSICCraft "Impact" 8'0" Glazed Fiberglass Smgle Door -Inswong Rustic", "FibenCiassic" or configuration(X) "SmoothStar" Series Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f-_Ll.:}3:1 Hd J.: _C~C J2J:~_~l~_U1 N;_\~'-'1J_L( ,._:.C:!•.If Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/ A Installation Instructions Other: See INST 12334.16 for Design Pressure Ratings, Eli ;:;3.1 .1',4 ii i~S_T _1~ ·~:J. :~_l.J·dt any additional use lomitat1ons, installation instructions and Venfied By: Lyndon F. Schm1dt. P.E. 43409 product particulars. (Note -ASTM E 1300-04 utilized for Created by Independent Th1rd Party: Yes areas inside the HVHZ) Evaluation Reports c1.l2) ... 3_J P'! i\U.Y:L-cU~.:U_i.l_l,.ticlt ~R4 AE n -PLAST!.C_S.,l,p_ill Created by Independent Th1rd Party: Yes 12334.17 q. "CiassicCraft", "CiassicCraft "Impact" 8'0 Glazed Fiberglass Single Door with Sidelite - Rustic", "FiberCiassic" or Inswing configuration (OX or XO) "SmoothStar" Senes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes tl.L~)3_1_JLL~--C.t\.\;____l;_,:._] _ _::_!. i 7 Nf\H I Cq:_LJ!':o.E Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.17 for Des1gn Pressure Ratings, .UJ71.3-1 _ _1_,4__li. ii'LSLi ,:,~~.1 ~JJlil any additional use limitations, Installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. {Note -ASTM E1300-04 utilized for Created by Independent Th1rd Party: Yes areas 111s1de the HVHZ) Evaluation Reports fLI ;'.::l;l:t _ _r :1 i\E EVAL ___ \_. ~c~2)_,_-") .pdf FL,123~4 R4 AE n -PLASJJ.C$_J_,JJ_Qf Created by Independent Third Party: Yes __ __j 12334.18 r. "CiassicCraft", "Ciass•cCraft "Impact" 8'0 Glazed Fiberglass Single Door with Sidelites - Rustic", "FiberCiassic" or lnswing configurat1on (OXO) "SrnoothStar" Senes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes L.L_L:~:,l:l .. £4 :: ~B.C .. 1...-~_-l,)-~.lP~[\i'j.f__C_~;r!.Pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.18 for Design Pressure Rat1ngs, UJ.?_3_J4.J::9." u_~ Ttl;2..Li_:-~.:;.:'--1_, lb_J.iit any additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note -ASTM E1300-04 ut111zed for Created by Independent Third Party: Yes areas 1nside the HVHZ) Evaluation Reports FLl ~-4_fi~ __ AC .LV_i_\L_lj_1_.)_-i_,J?~.,JJ.!·lJ E!-12_334 R4 AE TI -PLAS..IK_S..JJ)<Jf Created by Independent Th1rd Party: Yes 12334.19 s. "CiassicCraft", "CiassicCraft "Impact" 8'0" Glazed Fiberglass Double Door -Insw1ng Rustic", "FiberCiaSSIC" or configuration (XX) "SmoothStar" Series I-- Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12JJ-1 _.G_i C (D( _12:3~-!.10 _NAt·V __ ·~r:r_, .. pdr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 12334.19 for Design Pressure Ratings, tl l/3J·J _g~ ,_u_ tr:i~Ll.2_,J~;_LJ ~\pelf any additional use limitations, Installation Instructions and Verified By: Lyndon F. Schm1dt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for Created by Independent Thord Party: Yes areas inside the HVHZ) Evaluation Reports f--L 1 ~~---\=>1 F·i AC L_\.ffi.!.,_!2~~~,? .. 1J.9~ EU£334_ R4 AE IT-PLASTIC~ Created by Independent Third Party: Yes 12334.20 t. "CiassicCraft", "Ciass1cCraft "Impact" 8'0 Glazed Fiberglass Double Door w1th S1delltes - Rustic", "FiberCiass•c" or Insw111g configuration (OXXO) "SmoothStar• Seroes http://wW\v. tloridabuilding.org/pr/pr_ app _ dtl.aspx?param=wGEVXQwtDqtF2Aezua~jgK... 311812014 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 12334.20 for Des1gn Pressure Ratmgs, any additional use limitations, installation instructions and product particulars. (Note -ASTM E1300-04 utilized for areas mside the HVHZ) Certification Agency Certificate [.lJ._].J_3.i R'~ C~~-.lZ)_?0.. .. ~J~ [~J.8t'11_.~./.>.r.L.P~:lf Quality Assurance Contract Expiration Date 03/31/2016 Installation Instructions O •. t~_)1 ___ R4 .JLir~.;;I 12;3_3L20.l)<iJ Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Th~rd Party: Yes Evaluation Reports F:.L12~3:1 f·''.Lf\LEV_AL_L~J}'L~(LJ~iJ FL12334 R'l AE TI -PLASTICS. !.pdf Created by Independent Third Party: Yes ~ :: 1240 North Monrpe Street Iql!ahag;ge f! ]2399 Phone· 850-487-1824 Page 6 of6 The State of f!onda is an AA/tEO employer. Wpvnght 2007-2013 State of florjda ·: PpydCy Statement ; : Accesstbit1ty Statement : · Refund Statemc:nt Under Fklrida law, emtul addresses an~ pubhc records. (f you do not want your e-nhlll address relea!".ed 111 respon'i~ to a publlc·re(:ords requli!st, do not se111j elet:tromc mall to thts ent1ty. Instead, ~ontact the offiCe by phone or by tradiuonal mU. If you have any quest!~ns, please conta<t 850.487.1395. •Pursuant to Sechon 45S.275(l), Florida Statutes, efte<t1ve October 1. 2012, hcensees licensed under Chapter 455, F.S. must provtde the O~partment w•th an ema11 addre~s tf they have one. The ematls provided may be used for offte1al commumcation wrth the licensee. However email addresses are public record. If you do not wish tt; supply a per.;onal address, please provide the Department with an email address wh•ch can be made ;wa•lable to lhe pubhc. To detemune •f ynu are a hcensee under Chapter 455, F.S., please click~. Product Approval Accepts: [i:_J ~ E~~H:l ·n ~:ril\ RF'!M http://www. floridabui ld ing_org/pr/pr_ app _ dtl_aspx ?param=wG EVX QwtDqtF2AezuarjgK .. _ 3/18/2014 ~ 'i ' , ~ '! f . 3 _; g I a _; :r; ; ~ ~ ~ ~ ~ :'1 " ~ ~ ;! . § .' + ~ ~ ~ ~~ ~ ·o . . , "" ~- l I. 3. 4. s. 6. 8. TH E R M A I T R U " T H E R M A T R U D O O R S 1 1 8 I N D U S T R I A L D R . , ED G E R T O t ~ , O H 4 3 5 1 7 Ci M § O i i i s r W FI B E R CLA S S I C ~ CL A S S I C CR A F T & CL A S S I C CR A F T RU S T I C FI B E R G L A S S GL A Z E D DO O R -- u r s w r - "I M P A C T ' -- - - · - GE N E R A L NO T E S Th i s pr o d u c t an c t 1 o r i n g <Y a w i n g ha s be e n de v e l o p e d in co m p l i a n c e wi t h th e 20 1 0 Fl o r l d ' J Bu i d i n g Co d e I (F B C ) ln c l . J d n g th e "H i g h Ve l o c i t y HU ! I i c a n e Zo n e " (H V H Z ) . Se e th e Ce r t i H c a f f o n Ag e n c y Ce r t i f i c a t e fo r si z e s . sp e c i f t c a f i o n s an d ra t i n g s . Pr o d u c t an c h o r s sh a l be as li s t e d o:J n d sp a c e d as sh o w n on de t a i l s . An c h o r em b e d m e n t to ba s e ma t e r i a l sh a H be be y o n d wa l l dr e s s i n g or st u c c o . Wh e n us e d In th e "H V H Z " th l ; pr o d u c t co m p l i e s wi t h Se c f i o n 16 2 6 of th e FB C an d do e s no t re q u i r e an im p a c t re s ~ t a n t co v e r i n g . Wh e n us e d in ar e a s ou t s i d e of th e '1 - N H Z " re q u i r i n g wi n d bo r n e de b r i s pr o t e c t i o n th i s pr o d u c t co m p l e s ·; . i t h Se c t i o n 16 0 9 . 1 . 2 of th e FB C an d do o s no t re q u i r e an im p a c t re z ~ t a n t co v e r i n g . Th i o pr o d u c t rn e e t s mi0 5 i l e le v e l '0 " an d in c l u d e s Wi n d Zo n e 4 as de f i n e d In AS T M E 19 9 6 an d :; e c f f o n 16 0 9 .1 . 2 . 4 of th e FB C . Fo r 2x st u d fr a m i n g co m t r u c f l o n . an c h o r i n g of th e s e un i t s sh a l l be th e sa m e as th a f sh o w n fo r 2x bu c ! · ma s o n r y co n s t n 1 c t i o n . Si t e co n d i f i o n s th a t de v i a t e fr o m th e de t a i l s of th i c •j r a w i n g re q u i r e fu r t h e r en g i n e e r i n g an o l y s i s by a ll c e n s o o (' n g i n e e r or re g ~ t e r e d O'c h f f e > c t . Ou t s w i n g co n f i g u r a t i o n s us i n g ~oos t a r ou t s w i n g it e m 11 3 1 me e t wa t e r infil l r a t i o ~ re q < J i r e m e n l s fo r ~ Ou t s w i n g co n f r g u r a t i o n s us i n g ~e ; n # 15 . # 18 an d #3 7 de no t me e t th e wa f e r in f i l t r a t i o n re q u i ' e m e r . t s fo r th e "H V H Z " an d sh a l l be in s t o l l e d on l y in no n - h a b i i • J b l e ar e a s or a l hc r b i t o l . l l e lo · : a t i < J n s pr o t e c t e d by an ov e r h : m g or ca n o p y su t . : h th a t tr . e ang i E ~ be t . . v e e n th e ed g & of ca n o p y or ,: ' l v e r h a n g k1 si~J is le s s ~h a n 45 dE ' - g r e B s TA B L E OF CO H T E H 1 S SH E E T # OE S C R t i ' T I O N - - - - - SH E E T II DE S C R I P T I O N Ty p i c a l el e v o t k • m , de s i g n Pr e s s u r e & ge n e r a l no t e s 6 Ho r i z o n t a : cr o s s se c t i o n s 2 De : > o r pa n e l de l a i k &. gi ' J z i n g d~t a i l s (: i m o o t h St a r ) -- - " Ve r t i c a l (l O S S se d i o n i - - 3 Do o r po n e ! de t a i l s {F i b e r Cl o s s · r c f · - - - -- - 8 Bu c k an d fr a m e an c h . ; r t i i g · - - - - - - - - - -- · - - 4 Do o r pa n e l ~t a i l s (C i a s ~ c Cr a i i j - · - - - ·· - - 9 Bii . of r- . a t e r i a l s • - - - - - - - · · - - - - - - 5 Do o r pa n e l ~ta i l s (C l a s s i c Cr a f i R u - i t k } ·· · -- " ' - ~ 37 . 7 5 " M A X . I r O. A . FR A M E WID T H -! 36 . 0 0 " M A X . • ~- - P A N E L WID T H II _ L _ _ _ _ _ _ l ~~ I I ' ~ § i ..: 0 ~ f- . § : I : u j z t: ~ ~ ~ le X 01 ~ I j J. J I I I II -r " " ' ~ " " ~ - . - - · - - OV E R A L l . DE S I G N f' R E $ S U I I E (PSF) SW I N G FR A M E DI M E N S I O N PO S I T I V E NEGATIVE OU T S W I N G ~- - - - - - ~ ~ - ~ 37 . 7 5 " X 9 7 . 1 7 ' ( +5 0 . 0 -50.0 __ _ _ _ _ _ , _ _ __ _ _ _ _ _ _ , _ ! ' - = - - - = ' = = - ~ ~ " . "' " " . . "' . \! "' .s -.... :? viti~ w t a: g } i! l;.O 2: 3 g ~ ·: .. g g «; ~ r£; UN·: Q. ' 0 '· z ·' ~ 'di u (!)a~ o f z .. \1--,X '"··:;..: 0 ~ l l? i ::> q ~ g li. mo.. o. en ' i ~ ~ ~ ~ (! 8 ~ }-V} ~ Gtg g ~z :;,fj ..,:~ ~~ Q~ :;:iG :::; §~ ~~ ! d~ 1-_J VI l.r.J <!> ~ :;;'~ "'I ffi "' """" !:S @ 0 \!:~ ~ "-'"'"' IE ,_ "' "' ~ ~~Eo 8 :t:"' ~0 :o8 "'t h '-' ~~ ~~ ec t..;L.,J n :-~w ,.,1-~:~1~ (/) z 0 1i\ [S "' " E owG. ev: Jh 1 m CH~. 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I n l s P r • p o r e d B y : C D B U i t . . O I N C C O N S U L T A N T S , I N C . J \ . . W P . 0 . B o x 2 3 0 V o l r t c o F L . 3 J 5 i 5 P h o n e N o . : 8 1 3 . 8 5 9 . 1 i l 1 ! i 1 7 F ' l o r i d o B o o r d o f P r o f e s s i o n o J E n 9 i n e e r s C e r t i f i c a t e O f A u ~ i z o t i o n N o . 9 8 1 3 t - ? < : : ; t : . . : : J . 7 · · ~ L y n d o n F . S c h m i d t , P . E . N o . 4 3 4 0 ; § ~ ! ! I a : ~ ~ , . . ( c ; ; \ _ _ . g ~ ~ 3 ' ~ - _ _ : : - : ~ - - - - - - - = - - - ~ 1 . - - ~ ' \ o l ' I l l ~ - . , _ 0 1 . ~ ' i . . - - · 0 > ~ : ; ; ~ ~ ~ ~ 0 . · S ! ! I 1 : z : I ; ; ~ \ i - 1 . 4 9 " 1 ~ n 1 · 1 . 4 9 " - ! > - g v ' J ' l _ _ j _ \ ® Q 8 t . ~ : = ~ ~ 0 : < > 1 ~ l i A - 4 ~ 7 9 . 0 $ ' M A X . D . l . O . - ~ ! = 1 8 ; 1 9 ~ - - - t I ' · " - ~ - . . . . . . . . I - - - ' E B @ ! : · · - 1 _ - r 0 . 9 1 " D : . ~ - ' ; E ® ~ - - - - - ~ Q ~ 8 ~ N n - 0 . 8 1 " W J ® / / ® ~ 8 @ / I I ~ ~ ® ~ \ ® 8 ® I ! e e ~ ~ f ~ ~ ~ ; ; 1 P R O D U C T : ~ . . , ! i · ~ · T H E R M A - T R U I I t \ ! \ ' ~ . " ' F I B £ R G l A S S G l . A Z f D D O O R . . . ~ ~ 2 : " ' ! i i c . . . , . . . : . . . , m 2 J / 6 I 2 R £ V I S f T O C f R T . M A R K M E T H O D l F ' S P A R T O R A S S E M B l Y : I ~ ~ ~ Y , o I 3 / 9 / I 1 R £ V I S f C l A S S I C C R A F T D O O R J K " ' m " ' N O D A T £ B Y D O { ) R P A N E L D f T A J L S ( C L A S S I C C R A F T ) R E v i S I O N S 0 2 0 0 9 R . W . 6 U 1 L 0 1 N H r : c N ! S U I . . T A I ' H I ! I I N C . D o c u m e n t s P r e p a r e d B y : C D B U I L D I N G C O N S U L T A N T S . I N C . J \ . . . w P . O . B o ~ e 2 3 0 V a l r i c o F L . 3 3 S 9 5 P h o ~ N o . ; 8 1 . 3 . 8 ! 9 . 9 1 9 7 F l o r - i d a B o a r d o f P I ' " Q f e s s i o n o l E n 9 i n e e r e C e r t i f i c a t e O f ~ 7 ? ~ N ; ; ~ . : . , . L y n d o n F ' . S c h m i d t , P . E . N o . 4 3 4 0 9 R I A ~ P m j e c t s \ P m j e c t F o l d e , \ p r o j 1 4 0 1 - l ~ P F 1 4 5 5 \ D . R W B C D r o w ; n g s \ F l ~ l 2 3 3 4 \ 2 0 1 0 F B C \ F L - 1 2 3 3 4 . 6 - l O . d w g , A - 5 7 9 . 6 3 " M A X . D . L . O . - - - - ~ ~ ~ ~ 0 ~ - ~ - = ! I r C l [ ~ ' l ' ~ D ~ t ~ , ~ ~ r l ~ I _ _ _ _ 1 2 . p : : ~ ~ . . ~ ~ ~ a . . . . n g . . . . · ~ 8 z ~ ! : 1 l U I > : I " " " ' I ~ ® ' J 3 ~ ~ ~ ~ ~ ! 2 ~ 0 ) 1 1 ? " ? < . 0 ~ . r l ! ~ z . c r o • - 1 c - · I J ~ i ! : r l i . . . ~ I B - ~ I i i I I @ i - - - 7 . 9 ~ - - - - - - - - - - 4 ! - - 1 . 4 3 " - - j r [ - - - 1 . 8 5 " 1 l b - J ! " - q i J \ \ , : z \ c i D @ \ I ® ! r r i e ® 8 ; ; o I O . > 0 t - - - - + - - - - t - - - - - - - - - - - t - - - - 1 P R O D U C T : T H E R I . I A - T R U F l B E R G l A S S G l A Z E D D O O R < J 6 / 1 2 R E V I S E T O C E R T . M A R K M E T H O O L r S P A R T O R A S S E M B L Y · J 9 r 1 R E V I S E C L A S S I C C R A F T 0 0 0 R J K D O O R P A N [ L D E T A I L S D A T E B Y ( C l A S S I C C R A F T R U S T I C ) R E V I S I O N S ; ~ . . . n : 0 . g . . . ~ ~ 0 2 0 0 9 R . W . 8 W U . . C 1 N C 3 C O N S U I . . T A N T S I I N C . E B ~ l ! r / . . . . ® - - @ ) p ® I ' I i \ \ \ ~ ® O o c l . l f ' n e n t t l P r e p o r e o d B y ~ C D B U I L D I N G C O N S U \ . T A N T S , I N C . J \ . . . W ~ . 0 . B o x 2 3 0 l l a l r i c ; : : o F ' L . 3 . 3 5 9 5 P h o n e N o . : S 1 3 . & 5 9 . 5 J 1 9 7 F l o r i d a B o a r d o f P r o f e s s i o n a l E n ( , j i n e e r s C e r t i f i c : o t e O f D o C C ~ N ; . : 8 ~ l y n d o n F . S c h m i d t , P . E . N o . 4 3 4 0 9 R : I A - P r o j e c t s \ P r O j e c t F o l d e r s \ p f o j 1 4 0 1 - 1 5 0 0 \ P f 1 4 5 5 \ D . R W B C D r a w ; n g s \ F L - 1 2 3 3 4 \ 2 0 1 0 F B C \ F L - U 3 3 4 . & - 1 0 . d w g , A - 6 ~ " ' l m ~ f > ~ : : : : ; ~ ~ ? Z . . . , , _ 0 g ~ ~ . . . . , . . . . i f · " ' : ~ ~ ~ ! Z I ~ . . . I ' I ~ a p / 8 ' ~ z @ - ; , . . " ' - ~ z - ! : S 1 5 " " C ! ® j ~ ~ ~ " ' · O o > I W f g { 0 ~ ~ < ( . . . ~ Q , . o ~ - m : 2 ! 2 1 0 , , . , ~ . , . ! { ! ; ! 5 , Z , p I ! ! : ~ ~ ~ ! ! : . . ~ ; ; : ; ~ 2 . " ' . m 2 J / 6 ( 1 2 R E : V I S £ T O C E R T . M A R K M E T H O O " ' r - ' - - = - ' ' - . . . . ; ; J ; > ; ; \ l l o 1 J 9 " R E : V I S £ C L A S S I C C R A F T O O O R ; , " ' N O D A T E R E V I S I O N S 0 2 0 0 9 R . W , i ! ! I U I L D I N I 3 C O N S U < . T A N T l ! i I N C . ' . ' - _ ~ ~ - v ' " P R O D U C T : - - - T H E R M A T R U F I B E R G L A S S G L A Z E D D O O R L F S P A R T O R A S S E M B L Y : J K B Y H O R I Z O N T A L C R O S S S E C T I O N S @ I > < : ' - ~ , E E E B I K " " ' ~ ~ ~ ! ! " " ' 0 . . . . . . . . , . , o o / _ _ @ - 8 G D o c u m e n t S · · P r e p a r e d B y ; } ( B U I L O I N G C O N S U L T A N T S , I N C . w ~ . 0 . 8 0 1 1 2 . 3 0 V a l r i c o F L 3 3 ~ D S P h o l " ' e N o . : 8 1 3 . e s g . 9 1 D 7 F ' l o r i d o B o o r d o f P r o f e s s ; o ~ W I E ~ i n e e r s c e r t i n c o l e o t Z ~ u ~ ~ ; ~ z _ L y n d o n F " . S c h m i d t , P . E . N o 4 3 4 0 9 ~ I " Q I ~ . . . I . . . ~ Q " $ ~ ~ ~ - ~ ~ [ ~ ~ i ! i i 6 < 5 n 1 } ~ Q . g i l ! : ~ ~ Q 3 · ! R ~ ; o l ! f s - ! i t : ~ g : g ~ , : : g ~ . , . I _ . _ g ~ ~ 2 ~ t ~ ~ i - ~ i 6 ; q ~ c o o " ' { g _ g i l ! : o t s . " " 0 " ' M " ' 5 - ~ R s ; 0 ~ H 3 . 1 ; : : a . H ~ g : : § ~ · " 1 - 1 / 4 " M I N . E M B . ( T Y P . J ~ I I ~ " ' ' ~ ~ \ \ \ I ! e \ e @ : - ® , _ . . . I . . . ~ Q " $ 2 ~ ~ - ~ ~ f ~ 3 . . . , i . [ o ~ ~ 9 . § ~ ~ ~ Q ! 5 " ~ s ; 0 I ! ~ ~ ! i 1 - 1 / 4 " M I N . i t r - - 1 E M B . ( T Y P . J I ~ ~ I ! I A - 7 . . . , . , _ ~ . . . . n g ! ~ 1 - 1 / . f ' M I N . E M B . ( T Y P . J 8 ~ ~ - ~ . , . I . . _ . ~ ~ ~ ~ ~ ~ > < . . . . ~ a ~ t : . . . . . . ~ I ~ @ @ ~ e e 1 - \ I I , r t i y , I I ' ' . ' ' • ' ' • d / • \ 6 • i ' Z , _ , m " ' - ~ s - m j 2 ! 1 ~ ~ I ! 0 . 1 5 " C ' S I N K ~ ( T Y P . J I . \ I \ ' I . \ 1 - 1 / 4 " M I N . _ _ , _ _ _ _ , E M S . ( T Y P . J e @ ) e 1 - 1 / . f ' M I N . - - + - - - - E M S . ( T Y P . J D o c u m e n t . P r e p o r N B y : C D B U I L D I N G C O N S U L T A N T S , t N C r - ~ - - - + - - - - - - - - - - - - - - ~ ~ ~ T H £ R I . I A T R U F I B E R G L A S S G L A Z E D D O O R • - > o r > < R E V ! S E T O C E R T . M A R K I I E T H O O l F S P A R T O R A S S E M B L Y : R E V I S I O N S • a h • R £ \ I I S E C L A S S I C C R A F T D O O R J K V E R T I C A L B Y C R O S S S E C T I O N S J \ . , W P . O . B o J C 2 3 0 V a l r i c o f ' L . 3 ~ 9 ! 1 P h o n e N o . : 8 1 3 . 6 5 9 . 9 1 9 7 F ' l o r t d o B o a r d o f P r o f e s s : O o r l o l E n Q i n e e r s C e r t i f i c a t e O f ~ 0 ' 5 . ! , 0 7 N o . 9 8 1 3 ~ r - ~ : J - 7 - ' l . . . . L y n d o n r . S c h m i d t , P . E . N o . 4 3 4 0 9 0 2 0 0 9 R . W . 9 U ! L . D I N B C O N S U L T A N T ! ! I N C . ~ { ~ § ~ I i ~ 0 ~ ~ ~ ~ ~ w f · .. . ·· .. ·. - . z l G 4 • I i _ I I --~ ~ [ \ · D TY P . H E A D OP E N I N G 71 & JA M B S '· -r ... l ~~ ~~ ~ 0 2X BU C K - - • • • , "" " " " · ' \ a: l ~0 ~ !f a . " ' ~g § _j _ -~1 .. ~~ ~~ ~~ ~ ~" - o 1 ! : - ~ .. R \ \ SE E HI N G E DE T A I L r- 6" =z l l ~ [ - ' : - -~ 2 X / BU C K _ TY P . HE A D & JA M B S QP E N I N G '- . . . . , , - TY P . 0 SIL L .• I . '· . -I !' o ~.:.~ ~- ~~ _,, ~~ f5 -; ; ; 27 ,, I MA s O N R Y ~ ~ ~ '- - 6 " l l ~ ~ - ~ I , --+- ~ "' ~· ; · . : ; ? 1 in k I lX BU C K MASO N R ~ ~ OP E N I N G \ _ 0 TY P . . SIL L .• I r. 1 I 1_'_1 ""111! -!'o I -t ~~ ~~ : : : .· ~~_j ~6" BU C K AN C H O R I N G HI N G E JA M B FR A M E AN C H O R I N G 2X ST R I K E JA M B FR A M E AN C H O R I N G IX MA S O N R Y CO N C R E T E AN C H O R NO T E S : I. Su b s H t u t / o n o f eq u a l co n c r e t e an c h o r s fr o m a di f f e r e n t su p p l i e r ma y ha v e di f f e r e n t ed g e di s t a n c e a n d ce n t e r di s t a n c e re q u i r e m e n t s . 2. Co n c r e t e an c h o r lo c a t i o n s a t th e co m e r s ma y b e ad j u s t e d to ma i n t a i n th e mi n . ed g e di s t a n c e to mo r l a r jo i n t s . Co n c r e t e an c h o r lo c a t i o n s no t e d as "M A X . ON CE N T E R " mu s t b e ad j u s t e d to ma i n t a i n th e mi n . ed g e di s t a n c e to mo r l o r jo i n t s . ad d i t i o n a l co n c r e t e an c h o r s ma y be re q u i r e d to en s u r e th e "M A X . ON CE N T E R " di m e n s i o n ar e no t ex c e e d e d . (9 J 3. Co n c r e t e an c h o r ta b l e : _ __ _ y @ TY P E SI Z E EM B E D M E N T MA S O N R Y ED G E AD J A C E N T AN C H O R _ .. . -· ~ 0 lx B U C K ®-}~ ® ~ --~ .: -- . - . / : - C D :t J} ~-·@ ®: .. .. 2x B U C K , I·~ ®: ' " ® \. r. : ; v / - - \ f . \ I'& @7 \ V HI N G E I> E T A / l ~ / IX BU C K lA T C H I. OEAD80LT DETAIL " ~ ~ J" ~ ~ J ~ )> ~ ~d;g~r-: ~8:oj~z ~ ~ ~ a§~ ,; Vt >I") • ,;; 0. z -• 0 ,~8~~£·g l ~ !f~h~~ none : o: coo:. t rZ! a ~ ~ ~·~ -g tc...> ·~s ~ ~\l~ C:o 8 "' 8 ~ =>El a~ I:':S( .. ~G ~<.:> ~ ::.:::z CD U<C Q:Vl a ==>~.a.~ "-'Vl (~ ~ Q)~ I ~ "' .... 0 li' 0: 12><>-_,-,a: 8 u !~I ~· '-'V> UV> c5 o-U ~~ ~~ "'"' "'-~~~ ;;;-...,o ~-~ OATE• 2 26/09 SCALE: N.T.S. -. " z < c ~ z 0 u • z 9 5 ~L ~ ~ ~ ~ ~ ~ ~ - - - - - - - - - - - - - - ~ ~ ~ 8 ~ - - ~ f & AN C H O R AN C H O R MI N . MI N . CL E A R A N C E TO MI N . CL E A R A N C E TO (D . , , , ! _ / (,\ IT W l/ 4 " 1· 1 / 4 " 2- 1 / 2 " 3" ~ - ~- - - ® \ EL C O 1/ 4 " 1· 1 / 4 " 1" 4" ·- - - 'V l ' \ HI N G E DE T N L \ . ' : ) 1T W 3/ 1 6 " 1· 1 / 4 " 2- 5 / 8 " 2· 1 / 4 " 2X BU C K JK owe. BY· " CHK. BY: LFS ~ ORAwiNG NO.: ~ Fl-12334.6 ~ a a or 9 I~ Q; BI U O f MA T f R I A L S n'E M OE S C R I I ' T I O H MA J E R I A L A I X BU C K SG >= 0. 5 5 WO O D B 2X BU C K SG >= ~ 5 5 -- - - - · WO O D c MA X . I/ 4 " S H I M S P A C E - D 1/ 4 " X 2- 3 / 4 " PF H a c o OR IT W CO N C R E T E SC R E W ST E E l E MA S O N R Y - 3. 1 9 2 PS I MI N . CO N C R E T E CO N F O R M I N G TO AC I CO N C R E T E 30 1 OR HO l l O W Bl O C K CO N F O R M I N G TO AS T M C9 0 F 1/ 4 " X 1- 3 / 4 " PF H IT W C O N C R E T E S C R E W ST E E L G 3/ 1 6 " X 3- 1 / 4 " PF H IT W CO N C R E T E SC R E W ST E E l H 1/ 4 " x 3- 1 / 4 " PF H IT W CO N C R E T E SC R E W ST E E l J 1/ 4 " X 3- 3 / 4 " PF H a c o OR IT W CO N C R E T E SC R E W ST E E l K #8 X 2- 1 / ' Z ' PF H WO O D SC R E W ST E E l . • . l # 10 X 2- 1 / ' l ' PF H WO O D SC R E W SJ E E L I EX T E R I O R UT E FR A M E AL U M . 2 IN T E R I O R UT E FR A M E Al U M . 3 LIT E FR A M E TR I M PV C 4 #I 0 X 1- 1 / ' Z ' PF H SM SC R E W ST E E l 7 ME D I U M RE A C H CO M P R E S S I O N WE A T H E R - S T R I P FO A M · - - ~ - - - 8 LO N G RE A C H CO M P R E S S I O N WE A T H E R - S T R I P FO A M 9 4" X 4" HI N G E .0 9 7 " TH K . ST E E l 10 # 10 X 3/ 4 " PF H WO O D SC R E W (H I N G E TO FR A M E ) ST E E L 15 TH R E S H O L D OU T S W I N G - 5- 3 / 4 " CO M P O S I T E SI L L FU L L SU B S T R A T E AL U M . / C O M P . '1 ' 17 PA S S A G E LO C K - KW I K S E T SI G N A T U R E SE R I E S St E E l < ~ 18 TH R E S H O L D OU T S W I N G 5- 3 / 4 " TH E R M A L BR E A K SI U AL U M . / C O M P . 19 HE A D E R JA M B SG >= 0. 4 2 WO O D "' 20 SID E JA M B SG >= 0. 4 2 WO O D § 21 KW I K S E T DE A D B O L T - SI G N A T U R E SE R I E S (9 8 0 ) ST E E L ~ 27 LA T C H ST R I K E PL A T E ST E E L 28 DE A D B O L T PL A T E ST E E L ::1 31 I CO A S T A L OU T S W I N G TH R E S H O L D AL U M . / C O M P ~ 32 DO O R BO T T O M SW E E P PV C ~ 35 7/ 1 6 " X 1/ ' l ' S T A P L E -- - - · - ST E E L 37 TH R E S H O L D OU T S W I N G AL U M . / C O M P . - - - - - ! 39 PA N E L RE I N F O R C E M E N T 0. 0 2 3 " TH K . ST E E L 40 AB E R G L A S S DO O R PA N E L W/S T E E L RB N F O R C E M E N T ( S M O O T H ST A R ) FI B E R G L A S S ~ 44 HI N G E ST I L E - - - - - ~ - - - - - - - ~ - · - CO M P . ci 45 BO T T O M RA I L CO M P . ~ 46 IN S U L A n N G FO A M CO R E -- - - - - - - - - - - · - · - PO L Y U R E T H A N E 47 LO C K S n L E LV L / W O O D ~ 48 TO P RA I L CO M P . ~ 49 SM O O T H S T A R DO O R SK I N .0 6 5 " Mi N I M U M TH K : · A B E R G L A S S FI B E R G L A S S ~ ~ ;£ ~ F. J ~ BI U OF MA T f R I A L S IT E M I OE S C R I I ' T I O H MATfRIAL 50 I FI B E R G l A S S DO O R PA N a W/S T E E L RE I N F O R C E M E N T (A i l f R Cl A S S I C ) ABERGLASS 51 lA B E R CL A S S I C DO O R SK I N .1 1 0 " MN I M U M TH K . FI B E R G L A S S ABERGLASS 52 I TO P RA i l COMP. 54 I HI N G E Sn L E LVL/WOOD 55 I BO T T O M RA I L COMP. 57 I LO C K Sn L E LVL/WOOD 60 I FI B E R G L A S S DO O R PA N a W/S T E E L RE I N F O R C E M E N T ( C L A S S I C _ ( : R P f l l _ ABERG LASS 61 I Cl A S S I C CR A F T DO O R SK I N .1 2 5 " MI N I M U M TH K . FI B E R G L A S S ABERG LASS 62 I TO P RA I L COMP. 64 I HI N G E Sn L E WOOD 65 I BO T T O M RA I L COMP. 67 I LO C K Sn L E LVL/WOOD 70 I FI B E R G l A S S DO O R PA N E L W/S T E E L RE I N F O R C E M E N T _ l C l . A $ S I C CR A F T RU S T I C ) ABERGLASS 71 I Cl A S S I C CR A F T RU S n C DO O R SK I N .1 2 5 ' MI N I M U M TH K . FI B E R G L A S S FIBERGLASS 72 I TO P RA I L COMP. 75 I BO T T O M RA I L COMP. 77 I HI N G E AN D LO C K Sn L E WOOD ~ 4. 5 6 " -1 ! -2. 3 6 · = ~ I ~ ~ ~ ~ ~ --l r~ Ch (3 r } OU I S W I N G 7H W H Q U ) @ OU I S W I N G 7HIIWIQLD Wr l h th e r m a l break 5I r - - - - 4. 5 6 " -- - - - - - - J 1 +~ ~ - ' " \ '\ <' i \ \ ... . . -- - - - - - ~ ~ 2. 3 6 " - - I f 9 l 20 ) ':~ g &S I D E t r- ,, . . 'l · " ·· · - · I I ~ ~ I ~ ~ ~ ~ · ~ .. . . . . . . _ _ _ _ __ _ _ ~ {, i J OU F S W ! H G 7HitfSHOtD Co m p o s i t e sm Fu l l su b s t r a t e t;: ~ a. 0 ~ : l'l ~ ; ~" ·~i ~ cn~~w. '!o .... 0 <:A -l . z ~ .2 oi g ,.... . ~ = :2 .o ~ ft.\ "! ~~~t~~; u N ·: a. 2 E ~!~oi ~ 9 6g~o:\a.: if,~~~"'& cs 9~ ~ ~ "" \.)~ ~~ 0:: 0 8 V> :::>8 ?l 0:: f!'~ ~ :!"' ~ ! "' "'"' ,. t.. ~ 0 ~~ f ~ :l 1-""' 1>: iii ~ ~ 0 ~ ~ .. ~-~ DATE 2/26/09 SCAL£: N.T.S. OWG. ""' JK CHK. ..... LF"S ORAWINC NO.· F"L-12JJ4.6 SHEET 9 OF 9 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Evaluation Report Report Xo.: FL-12334.6 Date: J.Jarcll 6, 2012 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustle Exterior Swinging 118 Industrial Dr. Fiberglass Glazed Door Exterior Door Doors Assemblies Edgerton, OH 43517 Outswing Phone 419.298.1740 "'Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method 1A of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-12334.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #31 meet water infiltration requirements for "HVHZ". 8. Outswing configurations using threshold items #15, #18 and #37 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-12334.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460105.1 2. Drawing No. No. FL-12334.6 3. Calculations ASTM E 1300-04 Glass Load Anchoring PF 1455 Test Standard TAS 201-94, 202-94 & TAS 203-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by Lyndon F. Schmidt, P.E. RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Signed bv Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Signed & Sealed bv Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 3/12/2012 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 P!ft,tin Tnti11g Sum11uu:r Report Yo.: Date: Manufacturer Plastic Materials Testing Therma-Tru Corporation Polyurethane Foam Core 118 Industrial Drive Fiberglass Door Skin (SMC) Edgerton, OH 43517 Lite Frames (SMC, BTS, PVC) Phone 419.298.1740 Scope: Plastics testing peformed for Therma-Tru Corporation: Material Polyurethane Foam Core Polyurethane Foam Core Fiberglass Door Skin (SMC) BTS Lite Frame SMC Lite Frame PVC Lite Frame Exposed Plastics (BTS, SMC, PVC) Equivalencv of Standards Test R§R!l.rt No. ATI67508.01-106-18 15427-1 07362 TEL 01460336-A TEL 01460336-B TEL 01460336-C TEL 01460337-A TEL 01460337·8 TEL 01460337-C TEL 01460338-A TEL 01460338-B TEL 01460338-C TEL 01460339-A TEL 01460339-B TEL 01460339-C ETC-01-741-11075.0 ETC-01-741-11076.2 ETC-01-741-10921.0 STTS00001 STTS 99-0513.01 Test Standards Used ASTME84-00a ASTM 0635-03 ASTMD638-96 ASTMG26-95 Test Standard Testing Laboratort. ASTM D 1929-96(2000)e01 Architectural Testing Lab. ASTME84-00a Omega Point Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD638-96 ETC Laboratories, Inc. ASTMD638-96 ETC Laboratories, Inc. ASTMD638-96 ETC Laboratories, Inc. ASTMG26-95 Sub-Tropical Testing ASTM G 7-97 (5 yr. exposure) Sub-Tropical Testing 2010 FBC Referenced Standards ASTME84-07 ASTMD635-06 ASTMD638-03 ASTM G 155-05a 7T-PL tSTICS.l llay 1, 2012 Siqnedbv Joseph A. Reed, P.E. John W. Dougherty, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Joseph L. Doldon, P.E. Joseph L. Doldon, P.E. Joseph L. Doldon, P.E. Lon Hicks, V.P. Lon Hicks, V.P. The products referenced above have been tested to the standards listed. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that the tested standards are equivalent to the referenced test standards as adopted by the 2010 Florida Building Code. Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 May 1, 2012 N O T I C E O F P R O D U C T C E R T I F I C A T I < ) N C o m p a n y : T h l · n n a - T r u C o r p o r a t i o n l i S I n d u s t r i a l O r · i v e E d g e r t o n , O i l 4 3 S 1 7 ( ' u t i t i c a l i o n : " o . : C e r t i f i c a t i o n D a t e : E : ~ . p i r a t i o n D a t l · : : " 1 0 I 0 9 9 3 . 0 1 0 3 / 0 8 / 2 0 1 2 0 3 / 3 1 / 2 0 1 6 P r o d u , : t : " T r u l h · f c n s c ' ' l m p a l ' t G l a z e d F i b e r g l a s s O n o r s , , ; a n d w / o I m p a c t ( ; l a z e d S i d c l i t c s S p e c i f i l · a t i n n : T A S 2 0 1 / 2 0 2 / 2 0 3 - 9 4 -,he "l\otire of Produt·t Ce • · t i f i r a t i o n ' ' i s o n I ~ n t l i d i f t h e l \ - \ ' 1 1 C e r t i f i c a t i o n L a b e l h a s h e e n a p p l i e d t o t h e p r o r l u ! ' t a s d e ~ n i b e d w i t h i n t h i s d o t · u m e n t . 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Configuration XX [)l)UhJc - - ~ - - - - - - , - - - - - - - - ~ - - - · - - - , - - - · - · - - - - - - - - · ~ - - - - ~ - - - - . - - - l n s w i n g ( ; l a z e d I · D e s i g n W a t e r M i s s i l e o r o r ' l a x i m u r n P r e s s u r e T e s t I m p a c t I O u t s , ~ i n g o _ p ~ q ~ c I - ~ · ? i z c . . . , . . l ' r e s s u r e _ R ~ ~ d L S I ( J i a L t d ( J . . . X s ~ 9 7 ) p s i v ~ s T t - s t R t > J I O r t ~ u m b e r D r a w i n g ~ u m b e r & C o m m e n t s l l - . l . l l i ~ ( · 0 1 1 J ' ! \ f : l . \ P . 1 n e l < ; t t e · n l ' \ ) ) o · · \ 1 1 1 \ D l . l l 1 ' 1 . } " , o · : XX Double oxo Single\\, Sid.:lites O ' S l i S 0 ' ----t------ - - - - . - - 1 - xo I O S Single'' Sidelitcs · oxxo Double w/Sidelit.:-s I S C i l a L e d 6 ' 1 " . 8 ' - J - - : : - + - - - - " ~ 1 - " " _ : \ t . . , I - ~ . . . . G l a z e d 9 ' 8 " \ 8 ' 2 ' ' - 5 5 ! - 5 5 G l : u c d q · g " \ . ) \ ' ] " . 5 5 . ' - 5 5 G l 3 z e d I I : ? ' I I " \ . X ' : ? 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D , # (W x H ) 1 42 X 97 '4 2 19 2 X 84 - 3 9 6 X 8 4 : 4 11 0 X 97 5 37 X 97 . 1 ( C1 - D ) 1 X 4 X 6 3 ' A - 2 ( D- C 2 ) 1 X 4 X 6 3 'A - 3_ ( B 1 · B 2 J 1 X 4 X SO 7, 1 8 - 4 ( F1 - F 2 ) 1 X 4 X 7 6 ' A - S( C 3 - C 4 ) 1 X 4 X 63 'A . 6 [L l - L 2 ) 1 X 4 X S 9 3 ,4 - 7 ( 11 - 1 2 ) 1 X 4 X 6 3 'A Ci t y Of Pa r k l a n d Bu i l d i n 2 Di v i s i o n Wi n d o w I Do o r Pr o d u c t Ap p r o v a l Sc h e d u l e f " To l l B r o t h e r s Pe r m i t # 20 1 3 0 4 0 2 2 7 8 1 6 2 Br a d f o r d Wa y Lo t Bl o c k 3 3 / D Su b d i v i s i o n PA R K L A N D GO L F & COUNTRY CLUB .~~ Wi n d o w s an d Do o r s Mu l l i o n Bars De s i g n Ov e r a l l Pr e s s u r e pe r St r u c t u r a l Si t e Pr o d u c t Ap p r o v a l Ma x i m u m Pr o d u c t Sp e c i f i c De s i g n NO A # Te s t e d Si z e Ap p r o v a l Pr e s s u r e Fr o m NO A (W x H ] (+ ) ps f (- ] ps f (+ ] ps f (- ) ps f FL 14 6 6 5 . 1 11 5 '4 X9 8 55 5 5 41 . 9 45 . 6 FL 56 8 4 . 3 16 ' 2 " X 16 ' 42 48 41 . 6 46 . 3 FL 56 8 4 . 6 9' X 16 ' 46 so 43 . 4 49 , 1 11 - 1 0 1 8 . 1 4 48 X 9 6 46 . 6 7 60 39 . 2 49 , 5 11 · 1 0 1 3 . 2 4 1 4 5 3 8 X 9 5 ' 4 70 80 41 . 9 45 . 6 11 - 0 9 2 2 . 0 1 14 4 " 10 0 . 8 10 0 . 8 43 . 8 4 7 . 5 11 - 0 9 2 2 . 0 1 14 4 " 10 0 . 8 10 0 . 8 43 . 8 4 7 . 5 11 - 0 9 2 2 . 0 1 14 4 " 17 0 17 0 43 . 8 58 . 7 11 - 0 9 2 2 . 0 1 14 4 " 72 . 2 7 2 . 2 43 . 8 4 7 . 5 11 - 0 9 2 2 . 0 1 14 4 " 11 3 . 4 1 1 3 . 4 43 . 8 4 7 . 5 11 - 0 9 2 2 . 0 1 14 4 ' 12 5 . 1 1 2 5 . 1 43 . 8 4 7 . 5 11 - 0 9 2 2 . 0 1 14 4 " 90 . 7 90 . 7 41 . 9 45 . 6 Sh u t t e r Zo n e Re q u i r e d An c h o r Ty p e In t . = 4 Re q u i r e d Ex t = 5 Y e s j N o 4 NO 1/ 4 " EL C O UL T R A C O N 4 NO 5 1 6 x 1 5 BL A G S C R E W 4 NO 5/ 1 6 X 1 'h LA G SC R E W 4 NO 1/ 4 " EL C O UL T R A C O N 4 NO 1/ 4 " EL C O UL T R A C O N 4 NO 1/ 4 " EL C O UL T R A C O N 4 NO 1/ 4 " EL C O UL T R A C O N 5 NO 1( 4 ' ' EL C O UL T R A C O N 4 NO 1 4" EL C O UL T R A C O N 4 NO 1/ 4 " EL C O UL T R A C O N 4 NO 1/ 4 " EL C O UL T R A C O N 4 NO 1/ 4 " EL C O UL T R A C O N I 1 _ J ~ - I An c h o r Sp a c i n g Ed g e & On Ce n t e r He a d e r Si d e s Si l l 2 6 14 . 2 o. c . 3 3 7 0 3 5 0 C4 + 1 10 C4 + 1 2 11 18 Yz o.c : 2 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 4 0 4 Ho r i z o n t a l Ve r t i c a l NOA# Span in Inches \ ~ 0"\ c ~~~ "7\~\h~ ~ i I .. Florida Building Code Online Page 1 of I Business Professional iifi.itfi@lif&il >t'I"U .. · ·····~,. ·. · .... < ... · .. >' 7 ~ '' _.-·. :·". BCIS Home Log In User Reorstratton Hot Topics Submit Surcharge Stats & Facts Publications FSC Staff BCIS Site Hap Unks Search ()~Product Approval ~USER: Public User Search Criteria Code Version 2010 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Refme Search 14665 ALL ALL ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results -Applications FL# ~ Manufacturer Valida~d By Status FL14665-R2 ReviSion lrherma-Tru Corporation Ryan J. King, P.E. Approved * Historv ~ory: Exterior Doors : Swlnglnq Exterior Door Assemblies (813) 787-8283 *Aperoved by DBPR.__Approvals by DB~ shall be rev1~_ed and ra~•fied b_y the PQC anci/SJ_r the ~mission if necessary. ~ o 19:40 North Monrve Street Tallahi!ssee fL 32399 Phone" 850=487,1824 The State of Flonda IS an AA/EEO employer. COoynoht 2007-2010 Stat;e of florida. :: Pnyac:y Statement :: Aq;e$5!bility Statement :: Refund Statement Under Flonda law, e-mail addresses are pubhc records. If you do not want your e-mail address ~ase\1 in fl!:SPOnse to a pubUc-records request, do not s<!nd ~ic mail to thiS entJty. Instead, contad the ollice by phone or by tmitional mail. If you have any questJOils n!ganilng DBPR"s ADA web ao:essibitity, please contact our Web r-taster at wtbmt$gr'@dbpr state.fl.us_ Toll Brothers Lot# 33/D PGCC Product "'-al Aa:epts: I:Jii!BI!I Openings: http://www.floridabuilding.org/pr/pr _ app _lst.aspx 7/2/2012 --------·--·--- Florida Building Code Online Page 1 of2 J.sll~ !l!llU 805 Home L09 In USer RegiStratiOn Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks search Business· Professional ''i¥M"@ititifJ ~Product Approval ~USER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer AddresS/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative AddresS/Phone/Email Category subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) EQUivalence of Product Standards Certified By Revision 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Certification Mark or Usting National Accreditation & Management Institute, Ryan J. King, P.E. Validation Checklist -Hardcopy Received Standard ASTM 01929 ASTM 02843 ASTM 0635 ASTM 0638 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida licensed Professional Engineer or Architect FL14665 R2 Equ1v of Standar(Js.pdf Ye1r 1996 1999 2003 1996 2004 2000 1995 1994 http:/ /www.floridabuilding.org/pr/pr_ app _ dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A 7fr... 7/2/2012 Florida Building Code Online Page 2 of2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 03/13/2012 05/30/2012 06/19/2012 Model, Number or Name Description 14665.1 _-J a. "OassicCraft", "OassicCraft "Impact" 8'0" Opaque Fiberglass Single Door with and Rustle", • FiberClaSSic" or without Sldetltes -InswingjOutswing configurations (X, "SmoothStar" Ser1es [()x or xo, OXO) Limits of lie" Certification Agency Certificate c ~ved for use In HVHZ: Yes Fl14665 R2 C CAC 14665.1 NAMI _Cer" .. pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: N/A Installation Instructions c O ... ~,. . ~ or Design Pressure Ratings, Fl14665 R2 II Inst 14665.l.pdf any additional use limitations, installation instructions Verified By: lyndon F. Schmidt, P.E. 43409 and product particulars. (Note-ASTM E1300-04 utilized Created by Independent Third Party: Yes for areas i nslde the HVHZ) Evaluation Reports Fl14665 R2 AE EVAL 14665~df Fl14665 R2 AE TI-Piastics.l.pdf Created by Independent Third Party: Yes 14665.2 b. "CiassicCraft", "CiasslcCraft "Impact" 8'0" Opaque Fiberglass Double Door with and Rustic", "FiberClassic" or without Sidelltes -Inswlng/Outswing configurations (XX "SmoothStar" Series orOXXO) LimiHn' Certification Agency Certificate l("pproved for use in HVHZ: Yes Fl14665 R2 C CAC 14665.2 NAMI Cert.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Oth;~ See INST i4665.2 for Design Pressure Ratings, Installation Instructions Fl14665 R2 II Inst 14665.2.pdf any additional use limitations, Installation instructions Verified By: lyndon F. Schmidt, P.E. 43409 and product particulars. (Note-ASTM E1300-04 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) Evaluation Reports Fl14665 R2 AE EVAL 14665.2.pdf Fl14665 R2 AE TI·PiastiCS.l.pdc Created by Independent Third Party: Yes NEXt _] ~ :: 1940 North Monroe Street, Tal!abag;ee FL 32399 PhQne: 850-487-182<4 The State of Florida is an AAJEEO employer. Copyright 2007-2010 State at F!orjda. :: Priyacy Statement :: Ag:essibtUtv Statement :: Refund Statement Under Florida law, e-mail addresses are publiC records. If you do not want your e-m a it address rek!ased in response to a pubtic-n!C.Dtds request, do not send electroniC mail to thiS entity. Instead, contact the offlce by phone or by traditional mail. rf you haw any questions regarding 06PR's ADA web accessibility, pleaSe contact our Web Master at webma$Cf1!dbpr.state.n LJ:S. -Ud ~· Aclcepts: ~;JiiiiBII ..,n.-uril\ ·· fS5:tfj! http:i /www.floridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVXQwtDqsw8ZVN fe8A 7 fr... 7/2/2012 ~ <i t ::: ~ g 0 s ::: < IS . i 5 v ~ ci r; ; § it ~ § ~ ~ ~ ~ t ·f "' ~ ff ~ I. -2. ~ ti 4. I 5. I 6. ~ . TH E R M A IT R U ® I ~~::r n I" ·1 ' 'e '" o " " ' " " " o.!. ~ . ~ . o ~ ; , ! ~~ !' JT ~ O.A . FR A M E WID T H l 37 J 5 " M A X . FR A M E WID T H 1 J? ~ a a T H E R M A !S M O O T H ST A j J F I B E R CL A S S I C , ~ ; CL A S S I C CR A F T & CL A S S I C CR A F T RU S T I ~ ~ ~ ~ GE N E R A L NO T E S Th i s pr o d u c t ha s be e n e v a l u a t e d an d is in co m p f l o n c e wi t h th e 20 1 0 Fl o r i d a Bu H d l n g Co d e {F B C ) sf r u c t u r a l re q u i r e m e n t 5 in c l u d i n g th e 'H i g h Ve l o c i t y Hu r r i c a n e Zo n e " {H V H Z ) . Se e th e Ce r t i f i c a t i o n Ag e n c y Ce r t i f i c a t e fo r siz e s , sp e c i f i c a f i o n s an d ra t i n g s . Pr o d u c t an c h o r s sh a l l be as ls t e d an d sp a c e d as sh o w n on da t a l ~ . An c h o r em b e d m e n t to ba s e ma t e r i e l sh o U be be y o n d wa l l dr e s s i n g or s! I J c c o . Wh e n us e d In th e 'H V H r ' th~ pr o d u c t co m p f i e s wi t h 5e c H o n 16 2 6 of th e Fl o r i d a Bu i l d i n g Co d e an d do e s no t re q l k e an Im p a c t re s i s t a n t co v e r i n g . Wh e n us e d In ar e a s ou t 5 1 d e of th e "H V H r ' re q u i r i n g wi n d bo r n e de b r i s pr o t e c H a n th i s pr o d u c t co m p D e s wi t h 5e c H o n 16 C Y / . 1 . 2 of th e FB C an d do e s no t re q u i r e an im p a c t re s i s t a n t co v e r i n g . Th i s pr o d u c t me e t 5 mi s s i e le v e l "D " an d in c l u d e s Wi n d Zo n e 4 as de f o n e d in A5 T M E 19 9 6 an d Se c Ha n 16 C Y / .1 . 2 . 4 of th e FB C . Fo r 2x s! I J d fr a m i n g co n s t r u c t i o n , an c h o r i n g of th e s e un f f s sh a l l be th e sa m e as th a t sh o w n fo r 2x bu c k ma s o n r y co n s t r u c t i o n . SH e co n d f f i o n s th a t de v i a t e fr o m lh e de t a i l s of th i s dr a w i n g re q u i r e fu r t h e r en g i n e e r i n g an a l y s i s by a li c e n s e d en g i n e e r or re g i s t e r e d ar c h i t e c t . Ov t s w l n g co n f i g u r a t i o n s us i n g th r e s h o l d it e m 11 3 1 me e t wa t e r in f i t l r o t l o n re q u i r e m e n t s fo r "H V H Z " . _I Co n f i g u r a t i o n s u~ n g th r e s h o l d it e m s # 15 , # 18 , #3 3 an d #3 7 do no t me e t th e wa t e r in f i t r a H o n re q u i r e m e n t s fo r th e "H V H Z " an d sh a l l be in s t a l l e d on l y in no n - h a b i t a b l e ar e a s or at ha b i t a b l e lo c a t i o n s pr o t e c t e d by an ov e m a n g or ca n o p y su c h th a t th e an g l e be t w e e n th e ed g e of ca n o p y or ov e r l l a n g lo sil l is le s s th a n 45 de g r e e s . TA B L E OF CO N T E N T S SH E E T I DE S C I / 1 ' 1 / 0 N I SH E E T # DE S C I / I ' T / O N Ty p i c a l el e v a t 1 o n s . de s i g n pr e s $ u r e s ll . ge n e r a l no t e s I 9 Ho r i z o n t a l cr o s s se c t i o n s DO o r -p a n e l i f e t a l i s {S m o o f h St a r ) 1 1 o Ve r t i c a l cr o s s se c t i o n s 3 bo o r pa n e l de t o i l i {C l a s s i c Ci a t t l 1 11 Ve r t i c a l cr o s s se c t i o n s DO o r P< i n e f < l e t o u s - I C I O S S i c C i a l f R u s T i c J 1 12 l! v c k - an d li e me on c l i a r i r i g {X ) oo o r - p a r i e t d e t a i i (F i 5 e ( C i a s S i c J 1 13 lf u d C c i n d fr a m e an c h o r i n g {O X / X O ) Si d e l i t e pa n e l de t a i l s I 14 Bu c k an d fr a m e an c h o r i n g {O X O ) ~;: < ~ ~ ms -;- i5 0 0 . • . ~ ~ ;.. _ ~j_~ L X C C I \ uu DD ~~ ~~ uu ~-;-~~ JU k 0 ~J [] [ ] - - 1 1 - - - 1 . 5 " G 11 5 . 7 ! S ' MA X . OV E R A L L FR A M E WI D T H - - -l MA X . - H - 37 . 7 ! S ' MA X . -1 WID T H II FR A M E WID T H I r l \ e e l h1 1 w :J : uru i' i~ j~ ~~ o x _1 m o ~ ~ , DD \ j L ~~ . MA X . f~ 37 . 7 5 " X 98 . 0 0 " - - 1 1 - - - 1. 5 " -1 1 - - - 1 . 5 " MA ¥ . '0 , L 0 : ' .. . . . . . . . . ;. i .. . . . . . N/ A 24 . 5 8 " X 79 .6 3 " u~ ~ l l j i N ,. ~ ! 1 1 ! 1 ; t~ m : ~ ~ .. . . . ··· +5 5 . 0 ·5 5 . 0 +5 0 . 0 ·5 5 . 0 \ +5 5 . 0 +5 5 . 0 ·55.0 ·55.0 :!1 l " .lj .., ---~ ~.., ~r-~ • ,t!> 8...:. . ~ ; {~ ~ ~iH~~ ilia~~~r-1 l~l~'a~~ ~opo ..: il ~ ii i ~eo; 'h ~ I II ~~ .. ~~ ~ ~~ ~ ~~ : ~ .. If;\~ ! u ! ,N ~ -,!'.! ~ ~ <( ~ ,...,o ~ z -g B OATl:o 06f2i7i 1 ~ SCALE' N. T.$. 5 DW<l. BYo JK m CHK. BYo LFS :;i OltMfttr&G. NO.: Q:: El e v a t i o n s I 15 co m p o n e n t s Bil l o f ma t e r i O l s ar i d co n i j ) o n e n t s 8 Ho r i z o n t a l cr o s s se c f i o n s I 16 11 5 . 75 " X 98 . 0 0 " I FL-14665.1 Ci SHttr _j_ 01' J.§.. ~ +5 0 . 0 ·55.0 OX O 24 . 5 8 " X 79 .6 3 " ·5 5 . 0 +5 5 . 0 "' I J ~ i ~ § g I l J ~ ~ ~ ~ v - v ~ n " ' FO A M CO R E _ £ _ P O L Y U R E T H A N E -v - ; .s ~ PA N E L RB N F O R C E M E N T 0. 0 2 3 " T H K . EXT ~ ~ I Q _ R .s . . . _ l ' IN T E R I O R DO O R SK I N 0. 0 6 5 " TH K . (S M O O T H ST A A l Fy = 6. 0 0 0 PS I MI N . t ~1111 U I J I 1 1 1 1 1 1 ~ r~~ ~ l G) HO R I Z O N T A L CR O S S SE C D O N 28 m a:l ~ ~ !q "' Oo ~~ #9 X 3" PF H wc \ o o SC R E W (T Y P . 4 CO R N E ~ OF PA N EL l EB f M M t ) - - I ·- i L DETA ~ A - A . ! - / ~ ~-- ® 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 0 11 0 0 00 0 0 0 0 - 0 0 0 0 0 0 0 @... . . . . . . . . . . 0 0 0 0 0 0 0 0 PA N a RE I N F O R C E M E N T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 2 3 " T H K . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~'/. · < : j o t - . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .- - - - - - - - - - - ~· 0 0 0 0 0 0 0 0 0 0 o o o o o 28 . 8 6 % OP E N 0 0 0 0 0 0 0 AR E A MA X . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o o c 0 0 0 0 0 0 0 0 c: : : : - 1 DE T ~ I L ~ · I o Pa n e l re i n f o r c e m e n t 4. 0 2 " I 1 1 . 5 3 ' ' 1 _ _ 1 ff i i i i i l i i i i i i J l J -1 ; : 0 I ~ ~ -~ 1. 1 8 " r f- - 1 . 5 3 " - 1 ~ ~· i -t _ _1 _ _ _t ~ ~ -- - - - @ ? _ _H _ l l EX T E R I O R INTERIOR -u l l ®- - ~ ff i VE R J J C A L CR O S S SECTION ~ i . :! ... ~"' .. ·ri ~ ,;It'!"' . ,.. . iR:-1 u;i ~ !~. ~ <>! ~s~:~j~i ~unl cl! ! idl~j 'I~~~ -' c..> 0 ~ ~ od! ~ ::;, g: I ~ iE jj "' ~~ o:;; ~ da: 2 ~8 w ~! :5 i ~llo i "' 15.1~ ~~ _,a z .,.,., 06/27/1 I SCAlE' N. T. $. DWG. ev, JK CHK. "'' LFS DRAWING NO.~ FL-14665.1 SHE£T 2 or 16 "' ~ .., ~ ~ t ~ i ~ ~ f 36 . 0 0 " MA X . - 1 - ~ - - - PA N E L W I D T H PO L Y U R E T H A N E FO A M CO R E PA N E L RE I N F O R C E M S I I T 0. 0 2 3 " T H K . EX T E R I O R f IN T E R I O R ([ ) H O R I Z O N T A L CR O S S SE c n O N \ \_ _ #9 X 3" PF H WO O D SC R E W (T Y P . 4 CO R N E R S OF PA N E L ) ~ ,1 . 4 3 " 1 _j _ -~ l. . l I u- f L DETA ~ A - A J t ~I Q L I A U ' b - - ~ Cl < m l c C r a l t ® / PA N E L RE I N F O R C E M E N T 0. 0 2 3 " T H K . -- - - - -{ o : ? J t~· -- - - - - - - - - ~- /® 28 . 8 6 % OP E N AR E A MA X . ~ r- 1 . 4 5 " 1 rm r u ~ DO O R SK I N 0. 1 2 5 " TH K . 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PA N E L WID T H r ~ PO L YU R f l H A N E EX T E R I O R mil l i i i i i i i i i i K , / + IN T E R I O R ED HO R I Z O N T A L CR O S S SE C T I O N · - 11 9 X~ · PF H WO O D SC R E W IT Y P . 4 CO R N E R S OF PA N E L ) f- - 1 . 4 3 " 1 ~ • J ~ I L _ L I I IJ - f L DETA ~ A - A J 1il {6 0 ) PO O l MN f L 0 60- - . . . . . 1 - - D . · ~ t i c 11 1 1 »n f i i ___ _ _ _@ ® F " PA N E L RB N F O R C E M E N T 0. 0 2 3 " T H K . .I ( ) " " ' a ' t fj,~. / tL . ~ - ~ · / 28 . 8 6 % OP E N / / AR E A MA X . Df T A I U · A Pa n e l re i n f o r c e m e n t 4.0 5 " - - - r mr r r m n - - - , ll i l l W l l l l l l W ___ _1 @ tO C « & HI N G E mL E DO O R SK I N 0. 1 2 5 ' TH K . Fy • 6. 0 0 0 PS I MIN . -- PA N E L RB N F O R C E M E N T 0. 0 2 3 " TH K . 1-1 . 4 3 " - 1 0 7 ? J ~ 2 · · - < , _ 1 ~ @ EX T E R I O R IN T E R I O R -- - ~ G) VE R T I C A L CR O S S SE C T I O N o e .. ~ ~ ~ .f~ ~ -j,.. g: ,.:.· iihi ,...~ ~J~·~A~~ ~~~;o·d § t~:~• 0 N ·~ D. J: E ll ~ ~£ =~~ }id!~ .. 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DE T A i l A· A 1 50 Pa n e l re i n f o r c e m e n t 11 $ ' ! - + ~ o; ~- - 1 ~ I 1. 1 8 " r= . . ~ ~ ~- l ~ - 4 . 0 2 " - ~ ~ 1- 1. 5 3 " I ~ •= 1 ~ 5A ~ _ J L _ _ II EX T E R I O R INTERIOR I I j ~-- - ® ( ] ) VE R 7 7 C A L CR O S S SECJION on • ~ ~ ~ li; ~ -:~:; o!i ~ ~ ~ -~ :2 .§ 5i ... i·:Jj~i i~, ·u .: " ; . li ~~ Hf:J ~~,iioN.x J~!}~~ l t ts' 1~ ! I~ ~! § ::;, e: I il ~ ~~ ;: r;j~ '~~ to! Q:;~ ~g:-~1 --I ~ ~1~1 I "' ~I='' < ..,o 0 ~ ~ z ; , • H~l 8 DATE' 06J27 /11 ~ SC<l£, N. T.S. ~ owe. BY' JK "' CHK. sv, LFS ~ 'DRAWING NO.: a:: FL-14665. 1 ~ SHEET 2_ OF .1.2_ Q "' I f ~ ~ i 36 . 0 0 ' ' MA X . PA N E l WI D l l i I ~r o:l 0 ~ ~ L <11 DE T A I L A - A J (a O j SI / J E U l f rA N E L I 24 . 5 8 " M A X . D. L O . @ :& d j 11 . 5 4 " 1 ~ ~l l ~ ~ ~ ~ \ L #8 X 2· 1 / ' l ' PF H WO O D SC R E W (T Y P . 4 CO R N E R S OF PA N E L ) IN T E R I O R EXT E R I O R ~ SID E U T E SK I N 0. 0 6 S ' l l i K . 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De s i g n Pr e s s u r e = ± 50 PS F ) f f i VE R T I C A L CR O S S SE C T I O N ' ~ ~~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ - - - - - - - - _ j ~ i l i ] ~ ~ i ... ... -c -... 0 ss ~ ... ... IU :::» ...... ~ 8 IU ... z -... e !!:1 ~~ ~ .. ::IE zz ~ ;! ~~ ~ .... ~ i-! z ..... 0 2 0 ... •• ., I 5 ~ 8 0; z:S :::» w o 1 ::IE ::5 ~ Iii i ... ~ r.l ... ! I ... i 0 I :z: '"( ::IE I> 0 J r ffi 111 ~ I~ " .. r i ~ I ~ ~ ~ EX T E R I O R IN T E R I O R EX T E R I O R lt- f l ' E ~ I O R ®" ' - - ' " •" EX T E R I O R IN T E R I O R ~ f ~ ~ ~ ~~ ':~ . .! ~ Ill ": .. 0 "! ~ i z i ~ . ~· ~U J .I'" ~>:!j~~ I~B~Hf.l '~.ih}~M 11 i~H~ ~ ~ :::::,. 0 ~ 'i I ~ Ji ~ 8 ~ " => e: I jl § ~ ~~~ i ! 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EX T E R I O R ®- - EX T E R I O R IN T E R I O R (] ) H O R I Z O N T A L CR O S S SE C n O N 9 Sh o w n w/ l X su b - b u c k HO I I Z O N T A L C R O S S S E C n O N ln s w l n g sh o w n - ou t s w f n g al s o ap p r o v e d EX T E R I O R lt ' I _ T E R I O R ' ' ·~ I- - ~ - + - 1 - 1 / 4 " M I N . EM S . ( T Y P . I (] ) H O R I Z O N T A L CR O S S SE C T I O N 9 ln s w f n g sh o w n - ou t s w l n g ab o ap p r o v e d ~ I -I-1/4"MIN. EMB. (TYP.I E " J ~a h ~f ~ c! :0 .5'",..; •. ~·~·i·i l ~u.h loj >..; E ~ .. t~~~l; ~ ~ ~AhfJj fi~n~ ~ l: li l V> :z g :::> I ~ e: V> V> ;.: S1 16 u ~ ~ ~ ~ ~ ~ ~ l: l~llii ! ~I~ Q: tl I I I I I lg e Cll ! N I ~ " ~ . ~ 5 , . z 0 u .,. .. , 06/27/11 I . {~'I" I~ SCAL£. N. T. S. " owe. ev, JK ~ CHK. ev, LF'S DftAWI«t NO.: J "' I FL-14665.1 c Sl<£0 9 ""16 I~ Sl ! I s i ~ ~ ~ § f j l l & ® ' " " .~ · - - - - - - - - ~ - - - - - - - - - - _ L r , " ' - : - de ~ IN T E R I O R EX T E R I O R f® )! ) ~[ .. . . i~ [L - - - - - - " - - - - - - - ' 1 ! ~ VE R J J C A L CR O S S SE C T I O N OU I S - M n g co n f i g u r a t i o n ~[ i~ 2 J VE R T I C A L Cl O S S SE C T I O N 10 Sh o w n wt l X su b - b u c k . ~6 0 i [ 40 70 - .. . . i~ C! r~ ~ @ VE i m C A L Cl O S S SE C T I O N 10 Ou t s w t n g co n f i g l l a t t o n ~~ ~ l O R ... IN T E R I O R ~E R I O R ~ ~ / @ C D ~ - / /@ / . - - ; - _ - - - - ~ - - .. '; 6 J VE R T I C A L Cl O S S SECTION 10 in s v . 1 n g co n t l g u r o l l o n .. ~ • ,J ~ :1 i a -:-! r;!" .S"' I'• i·~-i,;i .. u t·)r ~". i a: ti~"'·jC:.J UN •; Q: i ~.ih~~.x J !~u~~ .. ~ ~ .. ~ t . ~" ~ rec; 'i ,i u I VI 8 ;:, 1!: ~ "' ~~~ ;:,.~ 0 ! ~ ~ , . z I -g ll<lt 06/27/11 ~ SCALEo N. T. S. § DWC. ""' JK ~ CHI<.""' LFS ~ ~GNO.~ 0: F'l-14665.1 0 .... ., J.Q. "'-~u~ :: l t ': ' -- 1 ~ ~ ~ I ~ c: i ~ ~ ~ I I I ~ CD . " . " I -1 .. ~~ !t . s ::!: ~ r I =: : : :: : : : = = = 4 " ~ I -- - - - . _ t ,. I -- - - - - - 1 _x I 80 ( ] ; ) VE i m C A L CR O S S SE C T I O N 11 ~QI ; ; 1. Sl d e l l t e sc r e w s (I t e m # 14 ) lo c a t e d at 6" fr o m ea c h en d an d @ ce n t e r li n e (3 sc r e w s to t a l ) . EX T E R I O R IN T E R I Q ~ 34 . ' - - : . · · - · - - " · · - · · - - _ _ , . _ _ _ _ _ _ _ "t - - . . . . - . , : ; - - - - .. . . . . . . . . . . . . . VE i m C A L CR O S S SE C T I O N Ou l S W i n g co n l i j j u r o f l o n f~ ~a O :I ~ " 0 T ® VR J J C A L CR O S S SE C l i O N 6J i 5 W i i 1 9 CO i i f t Q i i O i i O i i .. 0- IN T E R I O R (20 EX T E R I O R 2 \ VE R T I C A L CR O S S SE C D O N 11 /S h o w n w7 1 x wt r b u c k IN T E R I O R SE E N O T E I & 29 ~[ ~, . . ::; ~ EX T E R I O R ,• . ". ,. ' ~I ~~ ~~ -" It ". i:~ if(i ~~~~!t.;"i ii!~:! ;~o ~ .. ~ ~ .. ~. 1l ~ 0 N ., .. E ~~~j!~~ ~mJJ. s . ~ ~ ~ l cs ~~ !J j ~ ~ ~ CWO. BY; CHI<.'"' OAAWING NO.: I ~~I F'L-14665.1 SH£tf 1.1.. OF J.2. :: : l t I t ~ ~ ~ ~ ~ ~ j } ~~~ l1 _ j _ 4 " r., ~ " ' .. : - - § _j _ l r n m ... lo MA S O N R Y ~ ~~I OP E N I N G - - -4 11> ... . ~! " l - - - · ~ !- i u ~~ ~5 - !- j U ~~ ' 1 ~ :! 5 - Il l I I l l - - - - I . - , ~ ~ - SE E HI N G E _j 1- 6 " DE l AI L BU C K AN C H O R I N G HI N G E JA M B MA M f AN C H O i f f N G ST R I K E JA M B . _ . , CO I I I I r v d f o n Mu l t i - p o i n t Lo c k CO N C R E T E AN C H O R NO l e S : I. Su b s t i t u t i o n o f eq u a l co n c r e t e an c h o r s fr o m o di f f e r e n t su p p l i e r ma y ho v e di f f e r e n t ed g e di s t a n c e an d ce n t e r di s t a n c e re q u i r e m e n t s . 2. Co n c r e t e an c h o r lo c a t i o n s a t th e co m e t S m a y be ad j u s t e d to ma i n t a i n th e mi n . ed g e di s t a n c e to mo r t a r jo i n t s . Co n c r e t e an c h o r lo c a t i o n s no t e d as "M A X . ON CE N T E R " mu s t be ad j u s t e d to ma i n t a i n th e mi n . ed g e di s t a n c e to mo r t a r jo i n t s , ad d i t i o n a l co n c r e t e an c h o r s ma y b e re q u i r e d to en s u r e th e "M A X . ON CE N T E R " di m e n s i o n ar e no t ex c e e d e d . 3. Co n c r e t e an c h o r ta b l e : AN C H O R I AN C H O R I MI N . I MI N . CL E A R A N C E TO I MI N . CL E A R A N C E TO TY P E SI Z E EM B E D M E N T MA S O N R Y ED G E AD J A C E N T AN C H O R IT W 1/ 4 " 1· 1 / 4 " 2· 1 / 2 " 3" EL C O 1/ 4 " 1- 1 / 4 " 1" 4" ~ ~ ®1 1 0 ~ @ C A . - !i I u !:: ! ST R I K E JA M B La t c h & De a d b o l t lxBU C K ~ ltl/@ :l x B U C ~ UBIICEDETAIL Mulfl.polnt Lock l x B U C K ® ~ 2d0 C ' ~ l l LA!CH & OEADIOLT DETAIL Mulfl.point Lock l x B U C K ® -='~ I ---~ :l x B U C K @ - - ~ :lxB U C K ® - - ~ J I I /@ lx B u c K @ ) ~ ~~ h df -: ~:;; !' .. "-•. ~·~11it.,i ~~U.i~loj > ~ .... Q. I' !:i!c'f~· i" ,da (,) N ·: Q. E l~~~!~ ~ e5c!J~o .. D. CD o. o. cl! g ~~ ll l ~ I ~I g <.:> o!< "~~ i g~ :X co.., : ~ ~ ~llc ! "' lSI~ ~0 _,o z !)AT[, 06(27 /11 SCAlE' N. T.S. owe. In'' JK CHK. In'' LFS J 1 1r w 1 3/ 1 6 " 1 1- 1 / 4 " 1 2 · 5 / r 1 2- 1 / 4 " 1 2X B U C K 1x s u c K 1 FL-14665.1 1- 1 / 4 " Iff~ ~ ; ~ 0 2X B U C K 3/ LA T C H & DEAOIOLT DETAIL OAA.WIHG -.r.; & :! 1 I ~ I ~ ~ ~ 111 ~0~ ~~8 " 1 1 4 " ~e~ ~ · · ~ f= - . r J 1 ' I I: : : J <q .. , _ _ l t - Ill I "1 il \ / : :.. !r f ' l ' '- l - 1 1·~11 II~ .. Ill FR A M E Ill SH O W N FO R - l .l MA S O N R Y " 0 1 X B U C K - ~~ I I Ill~ RE F E R E N C E I Ill Ill B~ K ~ Ill Ill Ill II; II Ill Ill Ill Ill Ill lU C K AN C H O i t i H G CO N C R E T E AN C H O R NO T E S : --+ ~~ " ' u ~~ SE E HI N G E DE T A I L HI N G E J A M I 1. Su b s t i t u l l o n o f eq u a l co n c r e t e an c h o r s fr o m a di f f e r e n t su p p l i e r ma y ha v e di f f e r e n t e d g e di s t a n c e an d ce n t e r di s t a n c e re q u i r e m e n t s . 2. Co n c r e t e an c h o r lo c a t i o n s at th e co r n e r s m a y b e ad j u s t e d to ma i n t a i n th e mi n . ed g e di s t a n c e to mo r t a r jo i n t s . Co n c r e t e an c h o r lo c a f f o n s no t e d as "M A X . ON CE N T E R " mu s t b e ad j u s t e d to ma i n t a i n th e mi n . e d g e di s t a n c e to mo r l a r jo i n t s , ad d i t i o n a l co n c r e t e an c h o r s ma y b e re q u i r e d to en s u r e th e "M A X . ON CE N T E R " di m e n s i o n or e no t ex c e e d e d . 3. Co n c r e t e an c h o r ta b l e : I AN C H O R I AN C H O R I MI N . I MI N . CL E A R A N C E TO I MI N . CL E A R A N C E TO TY D I : ~f 7 t : &: ' U A ~ n U ~ W T & .. AC ! ' " A . I . t l i \ 1 ~n . , . . ~ .t . ""' - l. t . , . . ~ a . - A & I , . . U " - B OP E N I N G . . i~ "" 8; _ TY P . H E A D & - - JA M B S ;! ~ ~ u Ill I !il . , . z - o Jr - - - - j 1.11 - _ __ . , - -~ ~ F - TY P . @ J A M 8 - - TY P I SIL L - TO RE I N F O R C E M E N T FI I A M E AN C H O J J H G Ma s o n r y co n s t r u c t i o n -- - 1 6 · 1 - - Gl SE E N 0 1 E l ~ @ LA T C H & DE A O I O L T Of T AI L m i K f J A M I Mu l t i - p o i n t Lo c k Ill~ MIKE JAMB Latch & deadboll ~~~ ~ K ---f'281 K -~ miK(DfTAIL LA I C H I DE A D I O l T Df T A I L Multi point 2X BU C K § , , , ., .,. , • .,. .. ,,. . , . . , .. .., . , .. , .. . ,. , ' " " " ~ v r " W n : r 1 ; ~ , 1 ; A U . J A \ . , . c ; r t r M l ' f \ o . . O V I t ~ 0 J .h ~~ -d8 . ~ t! ti ~ w . " . n:i~"'~ 5 J~ .. b\.J ~ VI -2c.I "' § ~" e·• '4 e~A!!~i J~-~~~0 ..: .. .. t .1!! 3 i f f !; j ~ ~0 0' ~ 1 ~s e j.; Q ~ .... ~~ <>: j ~ ~ ~ ~0 ~ ?i ~ f£1lii i " 11 I~ ~~. ~ IT W 1/ l f ' 1· 1 / l f ' 2· 1 / 2 " T NO l E : -- - C D ~ ~ EL C O 1/ 4 " 1· 1 / l f ' 1" If ' I. 3/ 1 6 " x 3 - 1 / 4 " 1 T W c o n c r e t e s c r e w t o e - n o l e d @ sc.u:, th r o u g h mu l l o n in t o ma s o n r y (e a c h fa c e ) at sil l '--- - ~ 10 1-0WG-. -ev-, --J::-:-K t IT W 3/ 1 6 " 1· 1 / l f ' 2· 5 / f f ' 2· 1 / l f ' 2. 11 1 0 X 3 ' ' w o o d s c r e w t o e - n a i l e d t h r o u g h et<K. ev lFS mu H i o n In t o ma s o m y (e a c h fa c e ) at he a d L DIIAWING ""-' HINGE DETAIL FL-I 4665. I .! : 2X BUCK ~ SH££T j_J_ OF _!£_ 0/ _ :! ; ~ § ~I j' il l ~ .. . ~ O a . . .. . . . . . ... ~ r !. J ! 2 Q . l; a - ~ I _ l " ~ • - • • " 7 I I _ j m , [ I I ,, I I I I "' I I , C r ~l J ~~w Ill Ill Ill Ill Ill II \ FR A M E ... . I l l IIi ~H O W N F O R _ / Ill ~I I ] . !.) ~ ~ ~~ . !(1~ 2 2X BU C K Ill RE F E R E N C E Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Iii Ill II Ill . ' . •. ; ~z - o SE E HI N G E DE T A I L .. - ~ TY P . @ J A M B - TO RB N F O R C E M E N T IU C I C AN C H O I I N G HI N G E J A M I IN S W I N G Fl A M E AN C H O U I G Ma s o n r y 2X bu c k co n s t r u c t i o n CO N C R E T E AN C H O R NO T E S : I. Su b s t i t u t i o n o f eq u a l co n c r e t e an c h o r s fr o m a di f f e r e n t su p p l i e r ma y ho v e di f f e r e n t ed g e di s t a n c e a n d ce n t e r di s t a n c e re q u i r e m e n t s . 2. Co n c l l ! l t e an c h o r lo c a t i o n s a t th e cc w n e r s ma y b e ad j u s t e d to ma i n t a i n th e mi n . ed g e di s t a n c e to mo r t a r jo i n t s . Co n c r e t e an c h o r lo c a t i o n s n o t e d as "M A X . ON CE N T E R " mu s t b e ad j u $ 1 e d to ma i n t a i n th e mi n . ed g e di s t a n c e to mo r l a r jo i n t s , ad d l t l o n a i co n c r e t e an c h o r s ma y b e re q u i r e d to en s u r e th e "M A X . ON CE N T E R " di m e n s i o n or e n o t ex c e e d e d . 3. Co n c r e t e an c h o r ta b l e : IT W 1/ 4 " EL C O 1/ f ' 1- 1 / 4 " 2- 1 / T 1- 1 / < 4 " 1" ~.t, ~ ; cl: . t . . l l A N c ~ J'o .t t > J A C M A N C H O t e T ~ ~ SJ I I I C f DE T A I L Mu l t i - p o i n t lo c k NO T E : 27 U. 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LIT E FR A M E TR I M AL U M . 11 1 0 X 1- 1 / 2 " PF H SM SC R E W ST E E L ME D I U M RE A C H CO M P R E S S I O N WE A T H E R S T R I P FO A M LO N G RE A C H CO M P R E S S I O N WE A T H E R S T R I P FO A M 1/ ' X 4' HI N G E .0 9 7 " TH K . ST E E L 11 1 0 X 3/ 4 " PF H WO O D SC R E W ST E E L Il l 0 X Z' PF H WO O D SC R E W ST E E L 11 9 X 2· 1 / ' l ' PF H WO O D SC R E W ST E E L OU T S W I N G TH R E S H O L D AL U M . / C O M P . OU T S W I N G TH R E S H O L D AL U M . / W O O D SlO E JA M B SG >= 0. 4 2 WO O D 2X MU L L I O N RE I N F O R C E M E N T SG >= 0. 4 2 WO O D 3 PO I N T "T O N G U E " MU L T I - P O I N T LO C K S E T (M f g . BY HO P P E } . LA T C H ST R I K E PL A T E ST E E L DE A D B O L T ST R I K E PL A T E ST E E L LA T C H AN D DE A D B O L T ST R I K E PL A T E (T O N G U E SY S T E M } ST E E L MU L T I - P O I N T ST R I K E PL A T E (T O N G U E SY S T E M } ST E E L IN S W I N G SID E L I T E AD A P T E R PV C OU T S W I N G TH R E S H O l D AL U M . / W O O D DO O R BO T T O M SW E E P PV C IN S W I N G TH R E S H O L D AL U M . / C O M P . OU T S W I N G SID E L I T E AD A P T E R PV C OU T S W I N G TH R E S H O L D AL U M . / W O O D -· · RB E R G L A S S DO O R PA N E L W/S T E E L RE I N F O I R C E M E N T ( S M O O T H ST A R } AB E R G L A S S DO O R PA N E L W/S T E E L RE I N F O R C E M E N T (C L A S S I C CR A F T ) . RB E R G L A S S DO O R PA N E L W/S T E E L RE I N F O R C E M E N T (C L A S S I C CR A F T RU S T I C ) - RB E R G L A S S DO O R PA N E L W/S T E E L RE I N F O R C E M E N T (R B E R CL A S S I C } . SID E L I T E PA N E L W/S T E E L RE I N F O R C E M E N T . 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I: .. :~ 1, .- l-=-;;· ' c.. ·,(', '~- '· !Z ·' 2. /. :.: ! ~:: ,, ' ._ I.'::.""· / -: .. ! :_ '-r ,:::; !, '--' .,, r / ~:! ~:x ~· ~ ... -;.. ~ .... ..,.:::;; :;-. f''"~ ,, _,. '~· ~..,. -~ ·- R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Pla\tin Tl'\till" SillllllllliT Report \o.: TF-PL ISTICS.I _., . Dute: \Ia_) I. :!II/:! Manufacturer Plastic Materials Testing Therma-Tru Corporation Polyurethane Foam Core 118 Industrial Drive Fiberglass Door Skin (SMC) Edgerton, OH 43517 Lite Frames (SMC, BTS, PVC) Phone 419.298.1740 Scope: Plastics testing pefonned for Thenna-Tru Corporation: Material Polyurethane Foam Core Polyurethane Foam Core Fiberglass Door Skin (SMC) BTS Lite Frame SMC Lite Frame PVC Lite Frame Exposed Plastics (BTS, SMC, PVC) Eauiva/ency of Standants Test Rell!lll No. An 67508.01-106-18 15427-107362 TEL 01460336-A TEL 01460336-B TEL 01460336-C TEL 01460337-A TEL 01460337-B TEL 01460337-C TEL 01460338-A TEL 01460338-B TEL 01460338-C TEL 01460339-A TEL 01460339-B TEL 01460339-C ETC-01-741-11075.0 ETC-01-741-11076.2 ETC-01-741-10921.0 STTS00001 SITS 99-0513.01 Test Sfandarrls Usee! ASTME~a ASTM D 635-03 ASTMD638-96 ASTMG26-95 Test Standard Testing LaboratorY ASTM D 1929-96(2000)e01 Architectural Testing Lab. ASTME~a Omega Point Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD635-03 Testing Evaluation Lab. ASTM D 1929-96 (2000)e01 Testing Evaluation Lab. ASTM D 2843-99 (2004)e01 Testing Evaluation Lab. ASTMD638-96 ETC Laboratories, Inc. ASTMD638-96 ETC Laboratories, Inc. ASTMD638-96 ETC Laboratories, Inc. ASTMG26-95 Sub-Tropical Testing ASTM G 7-97 (5 yr. exposure) Sub-Tropical Testing 2010 FBC Referenced Standants ASTME84-07 ASTMD635-06 ASTMD638-03 ASTM G 155-05a Signed by Joseph A. Reed, P.E. John W. Dougherty, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Joseph L. Doldon, P.E. Joseph L. Doldon, P.E. Joseph L. Doldon, P.E. Lon Hicks, V.P. Lon Hicks, V.P. The products referenced above have been tested to the standards listed. H has been determined by Lyndon F. Schmidt, P.E. and RW Building ConsuHants, Inc. that the tested standards are equivalent to the referenced test standards as adopted by the 2010 Florida Building Code. Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 May 1, 2012 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product Emluatio11 Report Rl'port So.: FL-1466S.l Date: l/arclt 13. 2012 Product Sub Category Manufacturer Product Name Category Swinging Thenna Tru Corporation Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Exterior Exterior Door 118 Industrial Dr. Opaque Fiberglass Single Door w/ & w/o Sidelites Doors Assemblies Edgerton, OH 43517 lnswing/Outswlng Phone 419.298.1740 "lmpacf' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method 1A of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements inducting the "High Velocity Hurricane Zone" (HVHZ).See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14665.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing confegurations using threshold item #31 meet water infiltration requirements for "HVHZ". 8. Configurations using threshold items #15, #18, #33 and #37 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-14665.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 06-1031-3 TEL 01460105.1 3. Drawing No. No. FL-14665.1 4. Calculations Anchoring ASTM E 1300-04 Glass Load PF 1605 Test Standard TAS 201-94, 202-94 & TAS 203-94 TAS 201-94, 202-94 & TAS 203-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 3/15/2012 MIAMI· .. [(•llllli'i .. Toll Brothers Inc. Lot# 33/D PGCC Opening: 5 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT llldaata :ies 1070 Technology Drive, Nokomis, Fl. 34275 ScoPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida33175-2474 T (786)315-2590 F (786) 315-2599 wmy.miamldade.gov/pera/ 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 includin the Hi h Veloci Hurricane Zone. DESCRIPTION: Series "llD-751" ~Ab is •• Brnn ••·DMrwiSi.rlitrr L.Hd. APPROVAL DOCUMENT: Drawing No ....... .., titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/1 ],prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the. Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Larp ..t8RadiMI ie ._,nit M uht• •* LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NO A. 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 # 09-1028.10 and consists of this page 1 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. AP PP,O'. ED ¥ NOA No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS l. Manufacturer's die drawings and sections 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10112/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked-up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7116" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FfL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez. P.E. (Submitted under NOA # 09-1028.10) 2. Test reports on:· I) Air Infiltration Test, per FBC, T AS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC T AS 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 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 09-1028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, T AS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FfL-4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, T AS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4528, dated 02/14/05, signed and sealed by Edmu do Largae P. E. (Submitted under NOA # 05-0419.03) E -1 M noel ere , P.E. Product Contro x iner NOA No 11-1013.24 Expiration Date: February 24,2015 Approval Date: November 24, 2011 PGT Industries NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITIED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted Ullder NOA # 05-0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, T AS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FfL-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 9. Test reports on: l) Air Infiltration Test, per FBC, T AS 202-94 2) Uniform Static Air Pressure Test, per FBC, T AS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted Ullder NOA # 05-0103.03) E-2 el Perez, P.E. Prod et C trol Examiner A No 11-1013.24 Expiration Date: February 24, 1015 Approval Date: NoveMber 14, 1011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC-2010 on 10/11111, signed and sealed by A. Lynn Miller, P.E. 2. · Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10--0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer'' dated 12124/10, expiring on 12/11111. 2. Notice of Acceptance No. 09-0223.05 issued to Solutia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61Gl5-27-001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC-2007 andFBC-2010, prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of"No financial interest", prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminwn French Door w/Sidelites-L.M.I., approved on 02/10/10 and expiring on 02/24/15. E-3 Perez, P.E. Produc Con I Examiner N No ll-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 NO T E S : OU T S W I N G IM P A C T FR E N C H DO O R ( S ) AN D SI D E LI T E ( S ) 1. GL A Z I N G OP T I O N S : A. 7/ 1 6 " LA M I CO N S I S T I N G OF (1 ) LI T E OF 31 1 6 " AN N E A L E D GL A S S AN D (1 ) LI T E OF 31 1 6 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 PV B IN T E R L A Y E R OF DUPONT BU T A C I T E OR SA F L E X / K E E P S A F E MA X I M U M . B. 71 1 6 " LA M I CO N S I S T I N G OF (2 ) LI T E S OF 31 1 6 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 PV B IN T E R L A Y E R OF DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MAXIMUM. C. 7/ 1 6 " LA M I CO N S I S T I N G OF (1 ) LI T E OF 31 1 6 " AN N E A L E D GL A S S AN D (1 ) LI T E OF 31 1 6 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 7 5 VA N C E V A IN T E R L A Y E R . D. 71 1 6 " LA M ! CO N S I S T I N G OF (2 ) LI T E S OF 31 1 6 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 7 5 VA N C E V A IN T E R L A Y E R . E. 7/ f ' LA M I I . G . CO N S I S T I N G OF (1 ) LI T E OF 3/ 1 6 " TE M P E R E D GL A S S OU T S I D E , 11 4 " AI R SP A C E AN D (1 ) 71 1 6 " LA M I GL A S S AS S E M B L Y IN S I D E (3 1 1 6 " A, . 0 9 0 PVB, 3/16" HS). F. 71 8 " LA M I I . G . CO N S I S T I N G OF (1 ) LI T E OF 31 1 8 " TE M P E R E D GL A S S OU T S I D E , 1/ 4 " AI R SP A C E AN D (1 ) 71 1 6 " LA M I GL A S S AS S E M B L Y IN S I D E (3 1 1 8 " HS , . 0 9 0 PVB, 3/16" HS). G. 71 8 " LA M ! I. G. CO N S I S T I N G OF (1 ) LI T E OF 3/ 1 6 " TE M P E R E D GL A S S OU T S I D E , 11 4 " AI R SP A C E AN D (1 ) 7/ 1 6 " LA M I GL A S S AS S E M B L Y IN S I D E (3 1 1 6 " A, . 0 7 5 VA N C E V A , 31 1 6 " HS ) . H. 71 8 " LA M I I . G . CO N S I S T I N G OF (1 ) LI T E OF 3/ 1 6 " TE M P E R E D GL A S S OU T S I D E , 11 4 " AI R SP A C E AN D (1 ) 7/ 1 6 " LA M I GL A S S AS S E M B L Y IN S I D E (3 1 1 8 " HS , . 0 7 5 VA N C E V A , 31 1 8 " HS ) . 2. DE S I G N PR E S S U R E S : TA B L E 1, SH E E T 3. A. NE G A T I V E DE S I G N LO A D S BA S E D ON TE S T E D PR E S S U R E AN D GL A S S TA B L E S AS T M E1 3 0 0 . 0 2 . ~ B. PO S I T I V E DE S I G N LO A D S BA S E D ON WA T E R TE S T PR E S S U R E AN D GL A S S TA B l E S AS T M E1 3 0 0 - 0 2 . 3. CO N F I G U R A T I O N S : ~ Q.. S , & .Q l S , ~ ~ ~ Q2 5 Q . ~ ~ OX X X , O R ~ WH E R E Q RE P R E S E N T S EI T H E R TH E NA R R O W JA M B OR FU L L JAMB SIDE LITE. AN Y TW O AD J A C E N T 2S . , U N I T S CA N BE EI T H E R TW O SI N G L E , ~D O O R S OR A DO U B L E , ~D O O R ' BO T H US I N G EI T H E R TH E ST A N D A R D OR TH E LO W - R I S E SILL THE FR E N C H DO O R AS S E M B L Y BE A M IS US E D TO AS B E M B L E ~ S , AN D Q UN I T S TO MA K E TH E AB O V E CO N F I G U R A T I O N S . 4. r C H O R A G E : TH E 33 11 3 % ST R E S S IN C R E A S E HA S NO T BE E N US E D IN TH E DE S I G N OF TH I S PR O D U C T . FO R AN C H O R A G E RE Q U I R E M E N T S SE E SH E E T S 9 THRU 11. 6. SH U T T E R S AR E NO T RE Q U I R E D . 6. SE A L A N T : IN S T A L L A T I O N SC R E W S , FR A M E AN D PA N E L CO R N E R S SE A L E D WI T H CL E A R CO L O R E D SE A L A N T . VE R T I C A L AS S E M B L Y BE A M SE A M S SE A L E D ON THE IN T E R I O R AN D EX T E R I O R WI T H CO N T R A C T O R ' S SE A L A N T . 7. RE F E R E N C E S : TE S T RE P O R T S : FT L - 4 3 1 1 , FT L - 4 3 1 2 , FT L - 4 3 1 5 , FT L - 4 5 2 7 , FT L - 4 5 2 8 , FT L - 4 5 2 9 , FT L - 4 5 3 0 , FT L - 4 9 2 1 AN D FT L - 5 9 4 1 . .& . , AN S I / A F & P A ND S - 2 0 0 5 FO R WO O D CO N S T R U C T I O N AD M - 2 0 0 5 AL U M I N U M DE S I G N MA N U A L 8. TH I S PR O D U C T HA S BE E N DE S I G N E D & TE S T E D TO CO M P L Y WI T H TH E RE Q U I R E M E N T S OF TH E FL O R I D A BU I L D I N G CO D E , IN C L U D I N G TH E HI G H VE L O C I T Y HU R R I C A N E ZO N E (H V H Z ) . .& . . ,, NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONAGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES ...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 8 PARTS LIST...................... 7 EXTRUSIONS................... 6-9 ANCHORAGE .................... 1D-1~ fM8\/Cf QVI~Mil :zt:."'ot.'lw"'·-~~~ ~~ IIIII III ,,,,.\.'<tiN Mtll ''I; ,, ~"{ ........ ('~ ,, ~' ~~···~'ceNSE ···· ... ~ "..-~, :: ~.... r,&70~ ..... ::. ::1c: NO· ::: =: ~:~= - . I : W- I" " : . , " ' 1 - _ 1l i i l i l i i O , = r • u l l l i V . 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FL P.E.# 58705 EX T E R I O R 31 1 6 ' AN N E A L E D OR HE A T ST R E N G T H E N E D GL A S S .0 9 0 ' DU P O N T BU T A C I T E OR SA F L E X / K E E P S A F E MA X I M U M PV B IN T E R L A Y E R 3/ 1 6 " HE A T ST R E N G T H E N E D GL A S S EX T E R I O R GL A Z I N G DE T A I L SE m N G B L O C K 3/ 1 6 " AN N E A L E D OR HE A T STRENGTHENED GLASS .0 7 5 " VA N C E V A IN T E R L A Y E R GL A Z I N G DE T A I L SE T T I N G BL O C K .. 7/ 1 6 " LA M I GL A S S W/ PV B IN T E R L A Y E R 7/ 1 6 " LA M I GL A S S WI VA N C E V A IN T E R L A Y E R ,. I 3/ 1 6 " TE M P E R E D GL A S S I• AI R S P A C E 3/ 1 6 ' AN N E A L E D OR HE A T ST R E N G T H E N E D GL A S S .0 7 5 VA N C E V A IN T E R L A Y E R fii8MKlT UVII&P ;ozt:::.•b~lh-~lS """ ,,,,. \.'iNN Mil .• ,,,, ,, r;:]~'{· •• ·" ....... t~-9 t,, ,.::-~~···· ...,,c,f:.NSI; •• • •• 1c '~ GL A Z I N G DE T A I L - "' c 1 " " " ' ' " ' - V ' - " GL A Z I N G DE T A I L - "' c 1 " " ' " D L V V I ' j *~/ NO· &6705 '\ ~ "L A M I I . G . GL A S S W/ P V B IN T E R L A Y E R 8" LA M I I . G . GL A S S W/ V A N C E V A IN T E R L A Y E R ~-o~'.. n.* / mJ - ~ ~ · .. 1/V"~;l~~~ :' ~~ ',, o,.(',·· .... ,t 0 ~,~~··~0,,' ~~~~~sc:,·o .. N·"~\... «;::,,,' ,,, "' ,.,. \ ,,, A. L YNN'IImtti:'R, P.E. FL P.E.# 58705 ~ -~ Ta b l e 1. Ma x i m u m De s i g n Pr e s s l . l " e s (p s f ) r-OVERHANG 1-- He i g h t (I n ) \ LENGTH Al l o w e d OVERHANG 0::: Co n f i g u r a t i o n Wi d t h (I n ) O l e • \ HEIGHT § Ty p e a 79 31 4 " (6 . , 83 31 4 " (7 ° ) 87 31 4 " 91 31 4 " f\ •aw e ~ ' > l_ ~~ A, E +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 ,. . . . . + 7 0 . 0 -8 0 . 0 A X 37 " (J O } Fn t n o h e. G +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 ·1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 ~ 1. IF USING THE OPTIONAL LOW-RISE SILL Do o r A, E +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 (PART 10, SHEET 8 OF 12), THE XX 71 31 4 " (B ' I ) OVERHANG HEIGHT MUST BE GREATER C, G +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 ·1 0 0 . 0 THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM Fu l l A, E +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 POSITIVE(+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES Ja m b 36 11 / 1 6 " AND SIZES OF THE DOOR AND ANY C, G +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 ·1 0 0 . 0 ADJOINING SIOELITES. (REF. FTL-5941) 30 11 / 1 6 " C, G +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 ·1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 Bl d e l l l e 33 11 / 1 6 " c. o +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +9 7 . 4 -9 7 . 4 Na r r o w Ja m b A , B , E , F +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 +7 0 . 0 -8 0 . 0 fllliiii~CT MVI,F!l 38 11 / 1 6 " C, G +1 0 0 . 0 -1 0 0 . 0 +9 9 . 9 -9 9 . 9 +9 5 . 3 -9 5 . 3 +9 1 . 4 ·9 1 . 4 +6 7 . 9 -8 7 . 9 :z=wiU.U"'"'~ O, H +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 +1 0 0 . 0 -1 0 0 . 0 ~= Ta b l e 1a . 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SH E E T 1~ GR O U T & ;: : J s:: e s . ~ .. . . ,J m . t MI N . .. ~I '· . • : . f : _ } J TY P I C A L DO O R SI L L (D I R E C T TO WO O D ) EM B E D . £ SE E CO N C R E T E ] NO T E 1, I £ AN C H O R , H. E. ET 11 SE E NO T E 1, SH E E T 1 1 ·~~~.~ ' ~ ; ~ ~ w ~ • J ~ I I A ;.· . ~-~~:. ·~ ~·;:.'. ~ 3. 4 KS I MIN . · ~ · . ·• • :· , • .• CO N C R E T E · • ·· • '· OR 1. 5 KS I '• ;. ' . , ',;-~ • MI N . CM U :· . : · .•• : :: .• : ; 2x W O O O , SE E N O T E 3 , SH E E T 1 1 . ·, ., • • • • LJ l ! : o o o e a . z ! ) 1x W O O D , . :i .·· ; .; : .\ ; SE E NO T E 3 ' ; .' · · · · .. , , SH E E T 11 . • ··~ .• ·; · L - . . L U . . L . J ~ 11 4 " MA X . SH I M -- 1 1- - TY P I C A L DO O R & SI D E LI T E JA M B WOOD ANCHOR, SEE NOTE 1, SHEET 11 MIN. OPTIONAL _,....... 84 OPTIONAL DOOR SILL (SUBSILL TO WOOD) A CONCRETE .ao. ANCHOR, SEENOTE2, SHEET11 ... llt"'IM' ... ~~~ ~5 111 I II II ,,,,·~~lYNN 4/,.,,,, ,, -1-CJ .... ..... ~(. ,_, :::' .~ ,..-·~.,ceNs,;-· ... ~1> -' ...... .... ~.· ..... ~ * / No. 58705 \.* ~ l m i i i ll l i l i i 1 m I :: ( * ~ ~ I --o·~·(t'- l 1 - . 1 :;.11 -.. ~·"";ot~rl•• ,.:w~ ... ,.. Q '., STATE OF ,: :!f::: "',..,~ .. ,.;· ..• ~LORIO~';-.··' r':fl .,::: ,,~IS's ........ ~~"','' ,,,/ONAL "';,,, A. LYNNWIIL!t'.i!:~.'p.e. FL P.E.# 58705 MIAM.. Lot # 33/D Openings: 4 • Toll Brothers ttl•liUM PGCC DEPARTMENT OF PERMITIING, ENVIRONMENT, AND REGULA TORY A'FfAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGTI......_ 1070 Technology Drive, Nokomis, Fl. 34275 ScOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 3 I 5-2599 www.miamidade.goy/oero/ 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, includin the Hi Veloci Hurricane Zone. DESCRIPTION: Series "SG:0..77r Aa-i-'lid' 1 Ga.a:O...w/we Rliaft.fln •• APPROVAL DOCUMENT: Drawing No.PGTIIC Rev C, titled "Series 770 Alum SGD-LMP', sheets I through 23 of23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, 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 IMP ACT RATING: Large and Small Missile Impaet Resistant Limitations: 1. See table J, 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 shan 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 ofthis NOA shall be cause for termination and.removal ofNOA. 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 # 09-0816.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No ll-1018.14 E~ration Date: Febr11arv 17. lOtS Approval Date: DeeeDlber 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 of23, prepared by manufacturer, dated 08/05/07 and last revised on 10111/11, 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, T AS 202-94 2) Unifonn Static Air Pressure Test, per FBC, T AS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, T AS 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, FfL-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 08110/09, 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 201 0, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07111, Successor Engineer adopting the another engineer's work per FAR 61015-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09,01106/10 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 I. Miami Dade Department of Pennitting, Environment, and Regulatory Affairs (PERA). E. MATERIALCERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ®Plus", expiring on 01114/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "EJ. 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 201 Q and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of confonnance 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. 2. Test proposals No(s) 09-0177, 0177-A, B & C apRroved by SCCO.. ~ \5 ~ .... ~ 1 ' l-..\Ae. ~ ... E -I Isllaq I. Chanda, P.E. Product Control Euminer NOA No I J-1018.14 Expiration Date: February I 7,2015 Approval Date: December OJ, 2011 . GE N E R A L NO T E S : SE R I E S 77 0 LM I SL I D l N G GL A S S DO O R NOA DRAWING MAP • . GL A Z I N G TY P E OP T I O N S : (G L A S S RE C I P E S AR E FR O M EX T E R I O R TO IN T E R I O R ) DE S I G N PR E S S U R E CH A R T GL A S S ST R E N G T H S · I • TE M P E R E D HS = HE A T ST R E N G T H E D SE E TA B L E S 1, 2 & 3 ON SHEET IN T E R L A Y E R TY P E S · SG P • .0 9 0 DU P O N T SE N T R Y GL A S PL U S ~ • .0 9 0 DU P O N T BU T A C I T E PV B GENERAL NOTES ............. 1 G3 • 7/ 1 8 " LA M I N A T E D : (2 ) LI T E S OF 3/ 1 8 " J: ! ! ! GL A S S WI T H AN .0 9 0 Q l ! m IN T E R L A Y E R . SH E E T S 7, 8 & 9 QUALIFIED CON FIG .......... 2-4 G4 ·7 1 1 8 " LA M I N A T E D : (2 ) LI T E S OF 3/ 1 8 " HS GL A S S WI T H AN .0 9 0 SG P IN T E R L A Y E R . GLAZING DETAILS ............ !HI G3 A • 9/ 1 8 " LA M I N A T E D : (2 ) LI T E S OF 1/ 4 " HS GL A S S WI T H AN .0 9 0 DB P V B IN T E R L A Y E R . ANCHORAGE ..................... 7-15 G4 A • 91 1 8 " LA M I N A T E D : (2 ) LI T E S OF 1/ 4 " MS GL A S S WI T H AN .0 9 0 ~I N T E R L A Y E R . DESIGN PRESSURES ....... Nl 1~ - . r : l l : l l .e . _ :: I I ' ! If " c ~T . C N ' + a t r AI R ll f ' ~ + 7/ 1 f S ' U\ M I N A 1 < : U : 12 ) LI T I : I I OF :: 1 1 ' 1 0 ' ~ eL A I R S " ' I N 4 .U I I U ~ ' " I ELEVATIONS ..................... 15·16 G6 • ll : l . l .{ ; . _ 3/ 1 0 " J. I : A T . G A f ' + 31 1 1 " AI K l: l f ' A C E + 7/ 1 0 " L. A M I I ' o i \ I < : L I : (~) LI T E I : I 01 " 3/ 1 0 ' ~ UL A I : I I I W I I M 1\ N .0 1 1 1 1 . ~I N l i : I < U \ T I : K . CONFIGURATIONS ........... 17 G5 A • 1" LA M I N A T E D I. G. 1/ 4 " I EX T . CA P + !1 / 1 6 " AI R SP A C E + 7/ 1 6 " LA M I N A T E D : (2 ) LI T E S OF 3/ 1 6 " HS GL A S S WI T H AN .0 9 0 DB P V B IN T E R L A Y E R . VERT. SECTIONS .............. 18 G6 A · 1 " LA M I N A T E D I. G. 1/ 4 " I EX T . CA P + 51 1 6 " AI R SP A C E + 7/ 1 6 " LA M I N A T E D : (2 ) LI T E S OF 3/ 1 6 " HS GL A S S WI T H AN .0 9 0 ~ IN T E R l A Y E R . HORIZ. SECTIONS ............ 19-20 2. DE S I G N PR E S S U R E S : PARTS LIST ....................... 21 A. NE G A T I V E DE S I G N LO A D S BA S E D ON TE S T E D PR E S S U R E AN D GL A S S TA B L E S AS T M E 13 0 0 . EXTRUSIONS .................... 22·23 8. PO S I T I V E DE S I G N LO A D S BA S E D ON WA T E R TE S T PR E S S U R E AN D GL A S S TA B L E S AS T M E 13 0 0 . 3. AN C H O R A G E : TH E 33 1/ 3 % ST R E S S IN C R E A S E .! : W ! . ! ! Q I BE E N US E D IN TH E DE S I G N OF TH I S PR O D U C T . MA T E R I A L S , IN C L U D I N G BU T NO T LI M I T E D TO ST E E L SC R E W S , TH A T COME INTO CONTACT WI T H OT H E R DI S S I M I L A R MA T E R I A L S SH A L L ME E T TH E RE Q U I R E M E N T S OF TH E FL O R I D A BU I L D I N G CO D E . FO R AN C H O R A G E DE T A I L S SE E SH E E T S 7 TH R O U G H 15 . 4. SH U T T E R S AR E NO T RE Q U I R E D . 5. IN S T A L L A T I O N SC R E W S , FR A M E AN D PA N E L CO R N E R S TO BE SE A L E D WI T H NA R R O W JO I N T SE A L A N T . 8. RE F E R E N C E S : TE S T RE P O R T S FT L - 6 9 8 0 , FT L - 6 9 9 3 , FT L - 6 0 0 1 , FT L - 6 0 1 4 , FT L - 6 0 1 5 , FT L - 6 0 1 7 , FT L - 6 0 2 2 , FT L - 6 0 2 3 , FT L - 6 0 2 4 , FT L - 6 0 2 5 , FT L - 6 0 2 8 , FT L - 6 0 3 1 , FT L - 8 0 3 3 AN D FT L - 6 0 3 6 , DA T E D 8/ 7 / 0 9 . EL C O TE X T R O N NO A : 07 · 0 4 2 5 . 0 1 , 03 - 0 2 2 5 . 0 5 , AN S I / A F & P A ND B - 2 0 0 5 FO R WO O D CO N S T R U C T I O N AN D AD M - 2 0 0 5 AL U M I N U M DE S I G N MA N U A L 7. TH I S PR O D U C T HA S BE E N DE S I G N E D & TE S T E D TO CO M P L Y WI T H TH E RE Q U I R E M E N T S OF TH E FL O R I D A BU I L D I N G CO D E , IN C L U D I N G TH E HI G H VE L O C I T Y HU R R I C A N E ZO N E (HVHZ). 8. DO O R SI Z E S MU S T BE VE R I F I E D FO R CO M P L I A N C E WI T H EG R E S S RE Q U I R E M E N T S PE R FL O R I D A BU I L D I N G CO D E , AS AP P L I C A B L E . 9. CO N F I G U R A T I O N S ! SE E DP TA B L E S (S H E E T S 7- 9 ) AN D CO N F I G U R A T I O N IL L U S T R A T I O N S (S H E E T S 2- 4 ~ A. D. L . O . WI D T H • PA N E L WI D T H • r B. D. L . O . HE I G H T = PA N E L HE I G H T · 8. 2 5 " t! Q I ! i § f! l i B T A I N J f : : ! G IQ ~! ; ; H O R A G ~ Qli T ~ I I . § Qf: : ! ~!: ! T ~ , 13 · 1 ! ! : 1. FO R CO N C R E T E AP P L I C A T I O N S IN MI A M I - D A D E CO U N T Y , US E ON L Y MI A M I - D A D E CO U N T Y AP P R O V E D EL C O 1/ 4 " OR 1! 1 1 6 " UL TR A C O N (F O R M E R L Y TA P C O N )C O N C R E T E 1'111811\JCT UV!Ial SC R E W S OR 1/ 4 ' EL C O 88 4 CR E T E - F L E X . SE E TA B L E ON TH I S SH E E T FO R EM B E D M E N T , ED G E DI S T A N C E AN D SU B S T R A T E RE Q U I R E M E N T S . -~-·-- 2. FO R WO O D AP P L I C A T I O N S US E #1 2 ST E E L SC R E W S (G 5 ) . 1/ 4 " EL C O S~ 4 CR E T E - F L E X MA Y BE US E D IN S T E A D OF #1 2 SC R E W S (P A N HE A D ) . =-... 11-lb~·''-~r$ 3. WO O D BU C K S DE P I C T E D AS 1x AR E LE S S TH A N 11 1 2 " TH I C K . 1x WO O D BU C K S AR E OP T I O N A L IF UN I T IS IN S T A L L E D DI R E C T L Y TO BO L I O CO N C R E T E . WO O D BU C K S ...,._..,£j!~!i1 DE P I C T E D AS 2x AR E 1 1/ 2 " TH I C K OR GR E A T E R . 1X AN D 2X BU C K S (W H E N US E D ) SH A L L BE DE S I G N E D TO PR O P E R L Y TR A N S F E R LO A D S TO TH E ST R U C T U R E . BU C K ~~~ DE S I G N AN D IN S T A L L A T I O N IS TH E RE S P O N S I B I L I T Y OF TH E EN G I N E E R OR AR C H I T E C T OF RE C O R D . 4. FO R AT T A C H M E N T TO AI . U M I N U M : TH E AL U M I N U M SH A L L BE A MI N I M U M ST R E N G T H OF 80 8 3 - T 5 AN D A MI N I M U M OF 1/ 8 " TH I C K . TH E AL U M I N U M ST R U C T U R A L ME M B E R SH A L L BE OF A SI Z E TO PR O V I D E FU L L SU P P O R T TO TH E DO O R FR A M E SI M I L A R TO TH A T SH O W N IN TH E DE T A I L S US I N G 2x WO O D BU C K S . TH E AN C H O R S SH A L L BE #1 2 SH E E T ME T A l . SC R E W S WI T H FU L L TH R E A D EN G A G E M E N T IN T O TH E AI . U M I N U M . IF TH E S E CR I T E R I A AR E ME T , TH E FU L L DE S I G N PR E S S U ~ US I N G AN C H O R A G E RE Q U I R E M E N T S SH O W N IN TA B L E S 1- 3 , SH T S . 7- 9 , FO R AN C H O R TY P E 4 AR E AC C E P T A B L E . 5. IF SI L L 18 TI G H T TO SU B S T R A T E , GR O U T OR OT H E R MA T E R I A L IS NO T RE Q U I R E D . IF US E D , NO N - S H R I N K , NO N - M E T A L L I C GR O U T , 34 0 0 PS I MI N . , (D O N E BY OT H E R S ) (M A X . 1/ 4 " SH I M SP A C E FO R GR O U T ) MU S T FU L L Y SU P P O R T TH E EN T I R E LE N G T H OF TH E SI L L TH A T IS NO T TI G H T TO TH E SU B S T R A T E , AN D TR A N S F E R SH E A R LO A D TO SU B S T R A T E . IF SU B S T R A T E IS WO O D , 30 # FE L T PA P E R OR MA S T I C IS RE Q U I R E D BE T W E E N TH E GR O U T AN D WO O D SU B S T R A T E , OR AS AP P R O V E D BY TH E AU T H O R I T Y HA V I N G JU R I S D I C T I O N . I Ci n c r e i i lc N w An O J i o l ' l l ! ! Min i m u m !m & i i l m e f t l a i i a li l n l m u m !! ! • ll a n o e l & q u l r e m e n i i I Con c r e t o ~ Bl r e n o t h Re q u l r e m t n t a M• 1 0 n r y et r e t ~ . - fl e q u l r e m e n t a Ty p e ... ... . . _ d C I I U A8 1 M C . I O .. . . . . . . . . . . J l m l l a 1W 27 1 1 0 pe l r 8 N c. t o w M h Q R I U I - n o l l o o . , . , _ Gr o u t e d CM U to 8l l o t t o n s 21 0 1 5 . 2 . 2 . 1 . 2 an d C o n e - ~ C M U Gn l u l l d C M U 11 1 1 1 " 35 0 0 p a MO t al t h o FB C . TW O DI L ll l n . l m l l . Mi n . li d Ml n . l m l > . .. . . . . . Mi n . .. . . . . 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( f ) . . _ ST A N D A R D A S T R A G A L N N N " ' N ~ N N N HE A V Y D U T Y S T I L E S OL A S 8 _ _ TY P E · 4, •A e, eA 80 . o .e o . o 8o . o .e o . o 80 . 0 .e o . o 80 . o -e o . o 8o . o -e o . o 8o . o -e o . o 8o . o -e o . o 80 . o .e o . o II ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 24 JN 1 B 10 10 10 10 10 10 10 10 10 10 10 10 12 1 2 12 12 12 12 1 2 1 2 12 1 2 12 12 SE E SH E E T 7 OR 9 FOR 90' P· H O O K e 8 8 8 8 8 8 6 8 6 6 6 8 8 8 8 6 8 8 6 6 6 8 8 DE TION OL A S S T ' I P E · 4 , 4 A . 8 , e A 80 . 0 .e o . o 80 . 0 .e o . o 80 . 0 -e o . o 80 . 0 -e o . o 80 . 0 -e o . o 80 . 0 .e o . o 80 . 0 -e o . o 80 . 0 -e o . o IN S I D E & OU T S I D E CORNER PIC li H& S C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C 4 + 1 C8 + 2 30 JN 1 B 10 10 10 10 10 10 10 10 10 10 10 10 12 12 1 2 1 2 12 1 2 1 2 1 2 12 12 1 2 12 DL O WI D T H NOM PANEL WIDTH. 7" P- H O O K 8 8 6 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 • • , <l L A S 8 T ' I P E · 4 , 4 A . 8 , 8 A 80 . 0 -e o . o 80 . 0 -e o . o 80 . 0 -e o . o 80 . 0 -e o . o 80 . 0 -e o . o 80 . 0 -8 0 . 0 80 . 0 .e o . o 60 . 0 -e o . o DL O H E I G H T • N O M . P A N E L H E I G H T · 8 . 2 S II ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 38 JN I B 10 10 10 10 10 10 10 10 10 10 10 10 12 12 1 2 1 2 12 12 1 2 1 2 12 1 2 12 12 P- H O O K 8 8 5 5 8 8 5 8 5 8 5 8 8 8 6 8 8 8 7 7 7 7 7 7 <l L A S _ s _ T ' I P E · 4 , 4 A , 8 , 8 A 80 . o -e o . o 8o . o -e o . o 80 . 0 -e o . o 8o . o .e o . o 80 . 0 -e o . o 80 . 0 .e o . o 80 . o .e o . o 80 . o -e o . o li ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 42 JA I / 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 1 2 12 12 12 12 1 2 12 12 12 12 ....-~ P · H O O K 8 8 8 8 8 5 8 8 8 8 8 8 8 8 7 7 7 7 7 7 8 e e e • ..,.... ... ._...., ~- · < . < A < M e• .. . . ~ - - .. , , •• .. , , - .. , , M ' .. , , ~ .. , , e• .. . . -=, lj H& S C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 C4 + 1 C4 + 1 C8 + 2 U-~AI) 48 JA I I 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 1 2 1 2 12 12 12 1 2 u \ I P- H O O K 8 5 8 8 8 8 8 8 8 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 'iii • "'"-' <l L A S s TY P E · 4, 4A . 8, eA 80 . 0 -e o . o 80 . o .e o . o eo . o -e o . o 80 . 0 .e o . o JJ H& S C4 + 2 C4 + 2 C5 + 2 C4 + 2 C4 + 2 C5 + 2 C4 + 2 C4 + 2 C5 + 2 C4 + 2 C4 + 2 C5 + 2 84 1 JN 1 B 10 10 10 10 10 10 10 10 10 10 10 10 . P- H O O K e e 8 e e 8 s 8 7 7 7 7 PA N E L S OV E R 48 " WI D E 1" ' - A 5 8 T Y P E · 4 , 4 A . 8 . 8 A 80 . 0 -6 C I _ o l ! uo . O -e o . o 80 . 0 -8 0 . 0 ~ -e o . o N O T A V A R . A B L E O V E R H " H I G H f. : : \ 1 ~ H& S C4 + 2 C4 + 2 C5 + 2 C4 + 2 C4 + 2 C5 + 2 C4 + 2 C4 + 2 CS + C4 + 2 C4 + 2 C8 + 2 ' - : : : ' . . / JA M B 10 10 10 10 10 10 10 10 10 ~ 10 10 P- H O O K 8 8 8 e 8 8 7 7 7 7 7 8 1. PO S I T I V E PR E S S U R E S IN TA B L E AR E BA S E D ON TH E US E OF TH E 3 1/ 4 " SI L L . 0 " EX A M P L E ON SH E E T 10 2. WH E N US I N G TH E 2 11 2 " SI L L , PO S I T I V E DP IS 46 . 6 7 PS F MA X . WH E N US I N G TH E 4" SI L L PO S I T I V E DP IS 60 . 0 MA X . r OH LE N G T H 1 (N E G A T I V E PR E S S U R E S UN C H A N G E D ) . SE E TA B L E 2A . TA B L E 2A 3. 2 11 2 " , 3 1/ 4 " AN D 4 ' SI L L HE I G H T S AR E TE S T E D FO R WA T E R IN F I L T R A T I O N WH E R E A S TH E ,, . , L uT ' " ' " " " n< > l OV E R H A N G 1 11 2 " SI L L IS NO T AN D MU S T ON L Y ~·~ · . ' ' . ·~ ' ~· - · BE US E D WH E R E WA T E R RE S I S T A N C E IS NO T RE Q U I R E D . PO S I T I V E DE S I G N Sll ~ RIS E (+ ) 06 9 1 G N OH LE N G T H PR E S S U R E S SH O W N IN TA B L E 2 MA Y BE US E D I B J H T l. t ¥ \ O OH OH HE I G H T I 1 1 111111 WH E N TH E DO O R IS PR O T E C T E D BY AN OV E R H A N G CO M P L Y I N G WI T H TH E FL O R I D A A. U S H -1 - 1 1 2 ' NI A HE I G H T EQ U A L TO 1 ,,, 'r3~"i .. ~~~~ .J:f.~l(~:'', BU I L D I N G C O D E ( S E E A D J A C E N T D I A G R A M ) ; u: N V ·2 - 1 1 2 ' +4 8 . 8 7 F 6 F L 151 OR GR E A T E R :::' "'~ ... ·~,c,f.NSE' •·.•• ",, TH I S C O N D I T I O N I S N O T R A T E D F O R W A T E R I N F I L T R A T I O N . r. t : D - 3 - 1 1 4 ' +6 0 . 0 P S F g ~ ~/ 705 •• .. * ~ 4. SE E SH E E T S 10 TH R O U G H 15 FO R AN C H O R A G E SP A C I N G AN D EM B E D M E N T ~H _ •• +6 0 0 I' B F :: * :' No. 56 ·. :: IN F O R M A T I O N . "" " ~ . = : : = 5. DO O R SI Z E TO CO M P L Y WI T H FB C EG R E S S RE Q U I R E M E N T S . SE E N O ' I E 8 1 -3 SE E NO T E 3 :; :. ~; ffi ~ ::.-o ·. 1 o II II : W:: ~ ~- "" ! ! . " " " - ::,~'-. STI'f. F /~::: 10 1 1 1 1 1 1 c NO C H A N G E T H I S S H E E T u DP A N D A N C H O R A G E ~ 0,(';· ... ~'LORIO~···,;;-, ... 1- - : " ' . - ,. ~ fi i T O r e c H N O I . D G Y D R M "; ~ • ......... _,;~,,, 11 M C Df l f M I 1 D 8 Pf i R - D A D E C O I . I I o f E i o m NC I C O M I S . R . 3 < 1 2 7 5 - ,,,,.S&/QNfl-\. ~,,, 1- , . : , ~~ ~ ~ - ~ -- D A D E C O / o l l o f E N r S P. 0 . 8 q X f / J 2 0 SE R I E S 77 0 A L U M I N U M S G D - L M I ,,,,,ILllll'''' NO K O M / 8 FL 3 4 2 7 4 - 1~ . , - _ . . . I~ A.LYNNMf Ef<,P.E. I" ' S . \ \ G '7 I B m . w s _ , . - . SG D 1 7 0 I NT S 8 "' 2 3 PG T 0 0 0 2 I c P.E.155705 I DE S I G N PR E § S U R E AN D AN ! ; ; H Q B A G E - UN - R E I N F O R C E D - H§ e ! V Y DU T Y §T I L E - HE A V Y DU T Y AS T R A G A L ~ I n ~ . > f£ A D & SI L L (H & S ) IN T E R L O C K , ST R A I G H T & CO R N E R AS T R A GA L CL U S T E R F\ . U S NT E R M E D A 1E AN C I « l R Q l Y . PE R PA N a H & S, > JA W B AN C H O R Q' T Y . >P . H O O K AN C H O R Ql Y . An c h o r Ty p e s : G4 - 7/ 1 6 " LA M N A T E D G L A S S - (3 1 1 8 " H. S . / SG P / 3 1 1 6 " H. S . ) 1) '1 / 4 " B. O O UL TR A C O N (F O R M E R L Y TA R X J N ) ~ 0 I :~ ~ ' G4 A - 91 1 6 " LA M N A T E D G L A S S - (1 / 4 " H. S . I SG P / 1 / 4 " HS . ) 2) '1 / 4 " 88 4 CR E T S F L E X I G6 -7 / 1 ~ ' LA M N A T E D L G . U . - (3 1 1 6 " l B I P . / AI R / 3 / 1 6 " H. S . / SG P / 3 1 1 6 " H. S . ) 3) '5 1 1 8 " UL TR A C O N ~ G6 A -7 / 1 8 ' L A I M I A T E D L G . U . - (1 / 4 " l B I P . / AI R / 3 / 1 6 " H. S . / SG P / 3 / 1 ~ ' H. S . ) 4) '1 1 2 Sl E B . SC R E W (G 5 ) El ! L 'S E E AN C H O R A G E NO T E S 1 & 2 ON SH E E T 1. UN I T HE I G H T p] 60 64 9 0 Yl l ( ) ~ ( ) ~ ( ) ~ ~ ~ ~ HE A V Y D! , ! T Y M! T R A G A L ~ ( ) ~ ( ) ~ ( ) HE A Y Y D! . ! ! Y §T I L E S NO M . PA N E L FR M £ ( ) ~ 0 15 ( ) 15 WI D T H SI D E ' ( ) ' 0 ' ( ) ' ' ( ) ' ~ - . m . "' .. "' ' ... . "' ' ... "' ' ... . .. .. .. - .. , - - N N , ; - N I GL A S S T' I ' P E - 4, 4A . 6, 6A 90 . 0 -9 0 . 0 90 . 0 -9 0 . 0 90 . 0 -9 0 . 0 90 . 0 -9 0 . 0 11 8 ~~ JT If H& S C6 + 2 C8 + 2 I C8 + 2 C8 + 2 I C8 + 2 C8 + 2 C8 + 2 I C8 + 2 I C8 + 2 C8 + 2 I C8 + 2 I C6 + 2 24 I P ! : K 10 10 10 10 j_ 10 10 10 1 10 1 10 10 _L 10 1 10 ~ 9 DL O WI D T H • NOM. PANEL WIDTH • 7" 5 5 I 5 5 I 6 I 8 5 I 5 I 8 8 I 6 I 6 DL O HE I G H T • NOM. PANEL HEIGHT-8.25" GL A S S TY P E - 4, 4A . 8, 6A 80 . 0 -9 0 . 0 90 . 0 -8 0 . 0 90 . 0 -8 0 . 0 90 . 0 -9 0 . 0 If H& S C8 + 2 C6 + 2 C8 + 2 C8 + 2 1 C6 + 2 C6 + 2 C6 + 2 I C8 + 2 I C6 + 2 C6 + 2 C6 + 2 I C6 + 2 90 ' OU T S I D E CO R N E R 30 I JN I I B 10 10 I 10 10 I 10 10 10 I 10 I 10 10 10 I 10 ' 11 8 I P- H O O K e 1 e 1 6 e 1 e 6 a I e I 1 7 1 I 7 GL A S S TY P E - 4, 4A . 8, 8A 90 . 0 -9 0 . 0 90 . 0 -9 0 . 0 90 . 0 -9 0 . 0 80 . 0 ·8 0 . 0 I n I'IIOIIIICT uv.- II L H& s C8 + 2 C6 + 2 C6 + 2 C6 + 2 I C6 + 2 C8 + 2 C6 + 2 I C8 + 2 I C8 + 2 C6 + 2 I C6 + 2 I C6 + 2 ~ l ........... -.......... 36 I JA M B 10 10 10 10 I 10 10 10 I 10 I 10 10 I 10 I 10 ...... c.. I P. H O O K 8 I e 1 7 7 I 7 7 7 I 7 I 6 8 8 1 8 .. ~ ~ .... '+ ...,..__ IS' GL A S S T' I ' P E - 4, 4A . 8, 6A 80 . 0 -9 0 . 0 90 . 0 -8 0 . 0 90 . 0 -8 0 . 0 90 . 0 -8 0 . 0 ~ ~J:iW--a.~~-- ~~ ~ H& S C8 + 2 I C6 + 2 I C6 + 2 C6 + 2 I C6 + 2 I C8 + 2 C8 + 2 I C8 + 2 I C6 + 2 C6 + 2 C8 + 2 I C8 + 2 '- - @ 42 I JI W I 8 10 10 1 10 10 1 10 10 10 1 10 1 10 10 1 10 1 10 _l P- H O O K 7 J 7 I 7 7 1 7 J 8 8 I 8 1 8 9 9 I 9 tm GL A S S T' I ' P E • 4, 4A . 8, 8A 90 . 0 -9 0 . 0 90 . 0 ·9 0 . 0 90 . 0 -9 0 . 0 90 . 0 -9 0 . 0 If H& S C6 + 2 I C8 + 2 I 08 + 2 08 + 2 1 08 + 2 1 06 + 2 08 + 2 I 06 + 2 I C6 + 2 C6 + 2 I C6 + 2 I C6 + 2 48 ~-P = K 10 1 10 1 10 10 j_ 10 1 10 10 I 10 I 10 10 J 10 _l 10 90 ' IN S I D E CO R N E R 8 I 8 I 8 8 I 8 8 9 I 9 I 9 10 10 I 10 1. PO S I T I V E PR E S S U R E S IN TA B L E AR E BA S E D ON TH E US E OF TH E 4" SI L L . 2. WH E N US I N G TH E 2 11 2 " SI L L , PO S I T I V E DP IS 48 . 6 7 PS F MA X . AN D WI T H TH E 3 1/ 4 " SI L L , PO S I T I V E PR E S S U R E S IS 60 . 0 PS F MA X . T A B L E 3 A r OH L E N G T H 1 (N E G A T I V E PR E S S U R E S UN C H A N G E D ) . SE E TA B L E 3A . SI L L HT . VS PO S . DP 3. 2 11 2 " , 3 1/ 4 " , AN D 4" SI L L HE I G H T S AR E TE S T E D FO R WA T E R IN F I L T R A T I O N I OV E R H A N G WH E R E A S TH E 1 11 2 " SI L L IS NO T AN D MU S T ON L Y SI L L RI S E (+ ) D E S I G N BE US E D WH E R E WA T E R RE S I S T A N C E IS NO T RE Q U I R E D . PO S I T I V E DE S I G N HE I G H T LO A D OH L E N G T H PR E S S U R E S SH O W N IN TA B L E 3 MA Y BE US E D OH OH H E I G H T \11 I II II Ill WH E N TH E DO O R IS PR O T E C T E D BY AN OV E R H A N G CO M P L Y I N G WI T H TH E FL U S H · 1- 1 1 2 " N/ A HE I G H T ,, ~ \.'INN Aft£ II ,, c~ ........... (~-? ,, FL O R I D A BU I L D I N G CO D E (S E E AD J A C E N T DI A G R A M ) ; LO W ·2 - 1 1 2 " +4 6 . 6 7 PS F L ~I EQ U A L T 0 1 ,, :'-.~ •· ·. ,c.ENSE '··. "~ TH I S CO N D I T I O N IS NO T RA T E D FO R WA T E R IN F I L T R A T I O N . ME D - 3- 1 / 4 " +6 0 . 0 P S F OR GR E A T E R ~ $' .· " ·. *-;. 4. SE E SH E E T S 10 TH R O U G H 15 FO R AN C H O R A G E SP A C I N G AN D EM B E D M E N T ~ * ./ No. ss705 \. ~ IN F O R M A T I O N . HI G H -4 " +9 0 . 0 P S F = : ~:ex:= 5. DO O R SI Z E TO CO M P L Y WI T H FB C EG R E S S RE Q U I R E M E N T S . SE E N O T B : l 1- 3 SE E N O T E 3 :: :a,.~l :w= ;_"" ·.. 1/0 It II .: W~ "" j : ' J 1 '1 a m m I " " C NO CH A N G E TH I S SH E E T - -;.~"P. \ S1AiE0 /~~ - ~ ,_ 1 - 10 1 0 TE C H N O L O G Y DR I V E u DP AN D AN C H O R A G E ~8<-~· ..... ~~0~~'?~·. ~0,,' 01 / 1 1 6 1 1 0 • PE R MI A M I DA D I I CO M M E N T S NO K O M I S , FL :5 4 2 1 6 - ,,, s.s,oNA.\... ~,,, "" ' " : ! " ! : l" " ' ; ' f l f M I I I "" , i " " ' P. O . BQ 1 C 16 2 1 1 SE R I E S 77 0 AL U M I N U M SG D - LM I ,,,,,,,,,,n,'''' 8M C PE R MI A M I DA D 6 CO N M E N T S ... . . . . . , . . . I ~e M : ~ , . , . _ . DN . . . . ND . I~ !" ' " ' : . " ! 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US E SP E C I F I E D CL U S T E R FR O M AP P R O P R I A T E TA B L E S , SH T S . 7-1 1 AT EA C H IN T E R L O C K AN D ST R A I G H T AN D CO R N E R ASTRAGAL LOCATION, PL U S SP E C I F I E D QU A N T I T Y OF AD D I T I O N A L IN T I E R M E O I A T E AN C H O R S PE R PA N E L (T I H E 8" FR O M CO R N E R AN C H O R S CA N BE IN C L U D E D ~ AD D I T I O N A L ANCHORS 24" MAX. O.C. SE E EX A M P L E AN C H O R A G E PL A N S BE L O W AN D EX A M P L E CL U S T E R S AT AS T R A G A L , IN T E R L O C K & 90 ' CO R N E R ON SH T . 11 - 1 2 . JA M B S & P- H O O K S .. . a• MA X . FR O M BO T I O M AN D 21 " MA X . O. C . UT I L I Z I N G AN C H O R QU A N T I T I E S FR O M AP P R O P R I A T E TA B L E S , SH T S . 7- 9 . 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AS T R A G A L I IN T E R L O C K AN C H O R CL U S T E R · C4 ~ ~ - - - - - - - - - - - - - 1 IN T E R L O C K 1 IN T . 1 CE N T E R L I N E I I I 1 1 1 . 1 6 : 1 I r - 3. 6 I I I I I I I 2. 0 4 0 1 L: __ _ _ _ _ _ _ :tt;;: _ ~ ~ ~ t _ ! _ J r- - - - - - - - - - - - - - - - - A 8 T l R A C f A l - O R - , IN T . t- " - I N T E R L O C K 1 CE N T E R L I N E .. I~;~ ~ '" ' 4= .I ¥rl L- - - - - - - - - - - - - - - - - - - - - - - - - - - - J 2- T R A C K , AS T R A G A L I IN T E R L O C K AN C H O R CL U S T E R · C5 ~ ~ ~ ~ - - - - - - - - - - - - - , IN T E R L O C K 1 IN T . CE N T E R L I N E I 2. 0 4 0 i I I I I I I I . I L! : : __ _ _ _ _ _ _ [ __ _ _ _ _ _ _ _ _ _ j ~- - - - - - - - - - - - - - - - - A S T R A G A l _ O f f _ , I ll i 1 . .- I N T E R L O C K / I CE N T E R L I N E 1 3. 5 ~--~--!: ___ ]: ! __ _ _ _ _ := : : 1 _ J 2- T R A C K . AS T R A G A L /I N T E R L O C K AN C H O R CL U S T E R · C6 ~ ~ - - - - - - - - - - - - - - - - - - , / IN T E R L O C K IN T . / CEN T E R L I N E ~ I -- ~ ~ ~ ~ - - ~ ~ I 1 - 1 • 3. 5 I I I I I I I I I r- = - = = = = 1 L __ _ _ _ _ _ _ _ _ _ _ _ j __ _ _ _ _ _ _ _ _ _ _ 3- T R A C K . AS J R A G A L /I N T E R L Q C K AN C H O R CL U S T E R · C6 ~ ~ [ ~ - - - - - - - - - - - - - , I IN T E R L O C K l IN T . I CE N T E R L I N E I . !" ·~I · ~ I 2. 0 4 0 1 I :0 4 6 4 0 t I I I 1= I I L __ _ _ _ _ _ _ _ _ _ t ___ _ _ _ _ _ _ _ _ J NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. •IIODt.ICr UVIIU . ......,... ...... _ ..... Co* _,_~~e~llf-..,..__ :5' ~-.r--,,1111111 ,,,,.:{\.'INN Mil .• ,,, \\ Q~ ,.•'''"•• {~ II .::' , .... ~ .. ··~,c,ENSI: •· ... 1' II ::: ~ .. · · ... ~ I "•' "'""' .,_ ' .. , . . i i i I" " " I . . . . , I :; ~ * ; 0:::; 1 -·()...~:w- 1 1 - I -:;.'1) ..._ ,o ~~~" .: w~ ~~~ ••• sTP.T a ,:'if~ ',0..<-·· .. , l'lORIO!':··~(j,,' 4- T R A C K . AS I R A G A L I IN T E R L O C K AN C H O R CL U S T E R · C4 4- T R A C K . AS T R A G A L I IN T E R l O C K AN C H O R CL U S T E R • C5 4- T R A C K , AS T R A G A L I IN T E R L O C K AN C H O R CL U S T E R · CB I, ~.s ......... '(:.~,, ''r,,;SIONP...\,,,'' 1 ' I 11 II II C I A. LYNN MILlER, P.E. P.E •• 58'105 r - - - - - - - - - - - - - - - - , , '- - - - 1- - t - - 2. 0 4 , , ... . . . '' , , , , IN T . \ ' ' ' I' - \ i I II~ \ I I l EX T . 3. 8 8 9 \ I A I l / ' ll I I l ~ l I I 1 I l 3. 5 - - - 1 I - - l ~-- - - - - - - - - - - - - - - - - - - - - - - - - - - - J 2· T R A C K . 90 " OU T S I D E CO R N E R SH O W N . 2· T R A C K · 90 " IN S I Q E CO R N E R SI M I L A R (O P P O S I T E > AN C H O R CL U S T E R · C4 ~-~-~ : ~ ! i : : - - - - - , ~ , I N T . \ ~ \, 3. 8 8 9 \ I ) ~\ ~iS J t I I . 3. 5 I ~- - - - - - - - - - - - - - - - - - - - - - - - - - - J 3· JR A C K . 90 " QU T S I D E CO R N E R SH O W N , 3- TR A C K , go • IN S I D E CO R N E R SI M I L A R CO P P Q S I T E ) C- 8 AN C H O R CL U S ! E R RE Q U I R E D AT A L L 3 - T R A C K C O R N E R S r - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ~ ... ll 3. a a s 1 I I 9 I I H l l l l i i - 2. 0 4 ~ ~-- - - - - - - - - - - - - ' EX T . / / ' , , / , / / 2- T R A C K . eo • I N S I P E CO R N E R SH Q W N . I / 2· T R A C K . go • OU T S I P E CO R N E R SI M I L A R !O P P O S I T E ) AN C H O R CL U S T E R · C8 US E D FO R CS AN D C6 EX T . , / H l l I 2 . 0 4 / ~ll a l l a l l . l l /_ , . / , , ~-- - - - - - - - - - - - - - I I I I 4- ~ C K eo • IN S I D E CO R N E R SH O W N . 4· T R A C K 7 O W I D E CO R N E R SI M I L A R (O P P O S I T E ) C- 8 AN C H O R CL U S T E R RE Q U I R E D AT AL L 4- T R A C K CO R N E R S _l~ NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. AU DIMENSIONS SHOWN ARE IN INCHES. 1'118111/CI' MY-==-·-............. ~'f .....--... =J.~~'b~ \\\ t IIIII/ I ,,'' \~~"--~~-~-~. ~~l(;,"',, ' ~~ .· • \c<.NS€ • •• 'i' ..-,.. ~$·'" '.* ... ~ * /' NO· 58705 ...... "% ~ ~ ,..~ ~ o::_ :.~ \ ""'"'!' /Iff~ ~ ... ~ ••• sTATE Of .-· ~~ ',.. 0~~·· ... ~'LORI'i?~··~(j ,,' ... ,,,,,~SioN~\. ~,,,'' ''''''"'''' A.l YNN MILLER, P.E. P.EM08706 1" M I N . .0 . TY P . 2 1/ 1 6 " O. C . .. - 2 x WO O D BU C K TY P . , SE E AN C H O R NO T E 3, SH T . 1 1' M I N . - + - - - 1 1 - E. D . TY P . 2x W O O D B U C K TY P . , SE E AN C H O R NO T E 3, SH T . 1 CO N C R E T E AN C H O R TY P . , SE E AN C H O R NO T E 1, SH T . 1 1'M l N ~ _ J O c TY P E. D . , · ·• · TY P . DE T A I L F. S- T R A C K FR A M E SI L L WO O D IN S T A L L A T I O N DE T A I L G. 2· T B A C K FR A M E SI L L CO N C R E T E IN S T A L L A T I O N 1" M I N SE E AN C H O R NO T E 6 S H T . 1 ( 1 1 4 ' 1 . ) 2 1/ 1 6 ' O. C . , TY P . - - + - - ' " f n, . , , , .. , ~ ~ ~ J , _ ,_ EX T . - - - 4 - SE E CH A R T , SH T . 1 2 1/ 1 6 ' O. C . , TY P . - - f - - - o - - 1 CO N C R E T E AN C H O R TY P . , SE E AN C H O R NO T E 1, SH T . 1 DE T A I L J. 4- T R A C K FR A M E HE A D CO N C R E T E IN S T A L L A T I O N WO O D AN C H O R ~ . 1 SE E AN C H O R NO T E 2, SH T . 1 DE T A I L I. 4- r K A C K FR A M E HE A D WO O D IN S T A L L A T I O N 2x WO O D BU C K TY P . , SE E NO T E 3, SH T . 1 SE E AN C H O R NO T E 6, SH T . 1 (1 1 4 ' M A X . ) ' §2 U , 1 - - - ~ - - SEE CHART, SHT. 1 -c t----t--2 1/16" O.C. TYP riiGIIUCT MV .... • ....,... .... *".-..... Colli ......... ~~~ .....,...._ 5' ll!l ,,h~7l~:~-Ill II I ,,,. ,vNN •· .,,, ,,, "~'{ ~.' .... -~·/£{" ,,, ' .~v •' '• <'-" ,-~ .§'~ ... · ..... ,cENSE · .... r ,..,.... ~ ~.. . ........... f * / tlo.56705. .\ ~ = : o.._.J..~:a:: ~"0 ·._ ~111!1 :' w:: ~.-~ \ slAlE Of / i;f,::: .-,O,<o, ··-.• ~"WRIOt:·,. (5-,' .-, ~.s ........ -· <;;,'~ ,, '',,,,SioNA\.. ,,,,•' A. Ly.J,j WJ!i!A,1 ~.E. P.E.t168705 CO N C R E T E AN C H O R TY P . , SE E NO T E 1, SH T . 1 2 1/ 1 6 ' O. C . , TY P . - t - - - t SE E AN C H O R NO T E 5, SH T . 1 (1 / 4 ' M A X . ) L. , .... ~ l . WO O D SE E CH A R T , SH T 1 - - - l - - - - - - 1 DE T A I L L. 4- TR A C K FR A M E SI L L CO N C R E T E IN S T A L L A T I O N CO N C R E T E AN C H O R 1" MI N TY P . , SE E . 1 3/ 8 " MI N . AN C H O R ~- + 1/ 4 ' MA X . SH I M ~ : [ l NO T E 1, AN C H O R T Y P . , S E E ~ ;~5 ~m ~ l ' SH T . 1 AN C H O R NO T E 2 , SH T . 1 AN C H O R NO T E 2 , SH T . 1 2X W O O D BU C K SE E AN C H O R NO T E 3, DE T A I L N. 2· T R A C K FR A M E JA M B SH T . 1 WO O D IN S T A L L A T I O N WO O D AN C H O R ll.~(>: · : ~ . 1l l l 11 li' ( ~ ~ ' : \ . .s I ·. • · • · .. ·· · · AS O N R Y f .: . . , , • , : ; ~ 111/ri ' ; : _ . ~ - · . 7 ( : 21 / 1 6 " O. C . , T Y P . 3. 5 " 4.051" MIN. o.c. TYPICAL JAMB CLUmR FOR DETAILS M.N.O.P,Q&R 1/ 4 " MA X . SH I M ;; _ j r t _ j SE E CH A R T SH T . 1 CO N C R E T E EX T . ,. . . AN C H O R ·r.~·, ; . , : ' - SE E CH A R T TY P . , SE E .d· ~ · SH T . 1 AN C H O R . . ·: ,' . ' - - - t NO T E 1 , •. ; : , . ; • , ; , I SH T . 1 .'~! ( - ! · 2 :. ': - : · . 1/ 1 8 " ,.{:;. : : ; l ' ~ · : : j O. C . , TY P . ~~-~-~~ ·: t / I'IIOIIIJCf UVIIU :.:::= ...... -.....,.._ ~ TY P . , SE E ~ . : j - - l . AN C H O R ?"J ~ ~ " - w . s o N R Y DE T A I L R. 3- TR A C K FR A M E JA M B ---=~ IJ~ . ~~- DE T A I L M. 4- TR A C K FR A M E JA M B WO O D IN S T A L L A T I O N WO O D FR A M I N G P· H O O K MO U N T I N G AD A P T O R AN C H O R S LO C A T E D MI D - S P A N \ , ~ H *" i l ? 7 ,k = . BE T W E E N P- H O O K IN S T A L L A T I O N AN C H O R S 2. 8 9 3 " MI N . - - + - o - - - - - 1 NO T E 2 , SH T . 1 CO N C R E T E IN S T A L L A T I O N t - - - + - - SE E CH A R T , SH T . 1 P- H O O K MO U N T I N G AD A P T O R AN C H O R S LO C A T E D MI D - 8 P A N BE T W E E N P· H O O K IN S T A L L A T I O N AN C H O R S ·~ - - - - - - c O N C R E T E I MA S O N R Y (G R O U T E D BL O C K ON L Y ) I I II ill 1 EX T . SE E AN C H O R NO T E 2, SH T . 1 . ,,,~'( \.'INN Mtl/''' AN C H O R QT Y . FR O M TA B L E S ,,'~+o ... ·cEN'sii""-f-9 '.-...... 1- 3 , SH T S . 7- 9 PE R T A I N TO 2 ~ / '-~ \ * -:;_ R LO C A T I O N , I. .I 2 _69 3 , MI N . TH I S AN C H O R LO C A T I O N , g * / No. &8705 \. ;:: DE T A I L S . P- H O O K DE T A I L T. P- H O O K ;: ~ Ct·~ ! cr: ~ WO O D IN S T A L L A T I O N CO N C R E T E IN S T A L L A T I O N ~~ \ '!.~Tr:J:' / /fj~ - - · -;.~ '., stAlE F :" ~~ "'.-_..O~···.:"LORII?!':··~(j,,' ......... ,,,ss,-oNA'-<f,,,·' :: : : : : : . ; : .. . . .. . , • , ~ .. . . .. . , , .. . , , .. . . . . . . . , "" " " ' ~ ; ' " " - . A~~ ~/J..'Wk~ ~.e. C P.E.I68708 P- H O O K MO U N T I N G AD A P T O R AN C H O R S LO C A T E D MI D - S P A N BE T W E E N P· H O O K IN S T A L L A T I O N AN C H O R S P- H O O K MO U N T I N G AD A P T O R AN C H O R S LO C A T E D MI D - S P A N BE T W E E N P· H O O K IN S T A L L A T I O N AN C H O R S L _ ~ - c - ·a - ~ ' ~ u O O O - WO O D AN C H O R SE E AN C H O R NO T E 2, SH T . 1. AN C H O R QT Y . FR O M TA B L E S 1- 3 , SH T S . 7- 8 PE R T A I N TO TH I S AN C H O R LO C A T I O N , I • I 2. 8 9 3 " MI N . DE T A I L MM . P· H O O K FO R BO X RI S E R WO O D IN S T A L L A O O N n ~ ~ ~ = = = = = = r r ~ ~ = = = = = 11 r· - - - .... L . , . , r- - - - L - - -·- •r- 1 1 1 -P A N E L -n PA N E L - I TY P E ,, I TY P E : 'A ' :: : 'Q S ' I ' ' ' ,, ;, 'A S ' DE T A I L 'V ' , SH T . 18 , r'l l l l ' ~ AN C H O R A G E DE T A I L S 'A ' ' " ' ' & 'C ' , SH T . 13 ,_ _ _ _ . . _ _ SE E CH A R T , SH T . 1 ON C R E T E / M A S O N R Y (G R O U T E D BL O C K ONLY) %tj~i} ! f i t i f i ~ ; ~ ~~ . ''·"~ t .. , :·· '"• · ' .. ,.,.~.: t·~·· .. ·· · S E E CH A R T ~ t <: ' • ' i · :- - . :.~~ .. :·. :.., ; : ~ . ~ ; ' 1 1/ 4 : ·~ .. . . . . :. • .: A ; . • . ,. , .. :' . ' · .: .. . ~ ., · : ~· SH T . 1 :. : .. :. , . . . . . . ·.• . • ' : ) ~ ' . ' .. : · . : · . . , . , SE E AN C H O R NO T E 2, SH T . 1. AN C H O R QT Y . FR O M TA B L E S 1- 3 , SH T S . 7- 9 PE R T A I N TO TH I S AN C H O R LO C A T I O N , , _ _ _ _. , . _ 2. 8 9 3 " MI N . DE T A I L NN . P· H O O K FO R BO X RI S E R CO N C R E T E IN S T A L L A T I O N #1 0 X 1. 5 0 ' PH S M S PA N E L CO R N E R DE T A I L ,_IJCTRIVJIIU ::::= .... ·-............ Xtl1JY ..,..__ . '!;' !J.'±':.~~ ' " I I I ~~ I ~~ ! ! SE E ~ET A I L 'E E ' , SH T . 19 , AN C H O R A G E DE T A I L S 'N ' r£ 1 'P ' , SH T . 14 I I I ' '" 11 1 1 ¢ 11 1 1 I l l ¢ II & . • • - .. . . - .. . . . . L- - · ~ ~· - - la 1 . t • ._ • • ,. w , . .. . ~J. . • • • -e ~ w • OL O WI D T H • NO M . PA N E L WI D T H · 7 ' DL O HE I G H T ,. NO M . PA N E L HE I G H T • 8. 2 5 ' NO T E 3, S H T . 15 ¢ · ~ - - · l l ) \_ D E T A I L \1 ' , SH T . 18 , AN C H O R A G E DE T A I L S 'E ' & 'G ' , SH T . 13 DE T A I L 'K K ' , SH T . 20 '''""''' ,/'~~-~ ~:.~~.~!£/''',, ~m3.1llii~ I ~ M i ~ ~ ~ 3 = ~ ~ ~ ~ ~ ~ ~ ~ ~ = = = = = = = = = : r . ~ ; ~ ~ ~ : : : J i = r ~ ; : : : § ~ ~ : ~ ; ~ ~ ~ ~ ~ : : : = - - - - - - : : : ~ - - - ~ ~~.<~c!:NS£('•.~1> '', ·- · -,. . .. -, ;: * :' to~o. 56705 \ ::_ I I , . _ _ ~ \ 0\::t~~j~~ I ~ ~ .... ·.;.:o If •I ,.: lLJ = ', ~ '., 51,._1100 .: !#~ -8<-~·· .. ttofll<?!':··:......& ,' I ""S ...... ~...-,' 111 1 1 ;SIONP..'-,,,,'' A. LY~ l.!\tW~.'P.E P.E.NI58705 XX - 9 0 • CO R N E R - X X (2 TR A C K IN S I D E go • CO R N E R ) *S E E AP P L I C A B L E AS T R A G A L & IN T E R L O C K PE R DP TA B L E S FR A M E CO R N E R DE T A I L IN T . HO R I Z O N T A L SE C T I O N B- B c DE T A I L 'C C ' , SH T . 1 9 \ . . _ ./ " D E T A I L 'B B ' , SH T . 19 NO T E S : ,- l ) • f! = } rW . } Y' '. . . , "I ' - . I \_ D E T A I L 'F P , SH T . 19 , DE T A I L 'E E ' SH T 19 J o E T A I L 'V ' , SH T . 18 , AN C H O R A G E DE T A I L 'N ' & AN C H O R A G E DE T A I L S 'N : AN C H O R A G E 'P ' , SH T . 14 & 'P ' SH T 14 DE T A I L S 'A ' ' .. fl . . . . .. ... . . l& 'C';~ ~ 7 ~~~ r · ~ ~ · - - , l , f t l PA N E L PA N E L P A N E L P A N E L TY P E T Y P E TY P E TY P E R 'L ' '0 ' 'A ' MA X . I I II II I 9' SE E II j ~ HT . SE E DP ¢ 111 1 ¢ II 1 Jr a J X X _ / ' - 0 ([ 1 J ; SE E FR A M E & PA N E L CO R N E R CO N S T R U C T I O N DE T A I L S SH T . 15 DE T A I L 'U ' , SH T . 18 , AN C H O R A G E DE T A I L S 'E ' OX X X (2 TR A C K ) & 'G ' , SH T . 13 EX A M P L E DE T A I L 'C C ' , SH T . 19 "" 1 . r DE T A I L 'B B ' , SH T . 19 ,- . . . . \.. _ ,~ ¥i ,. . . , , • ~ \ . § ) ) ~o;TA I L 'D O ' , SH T . 19 , ~ DET~ L 'A A ' , SH T . 1~ AN C H O R A G E DE T A I L S 'Q ' AN C H O R A G E DE T A I L S ' S ' & •r , & 'R ' , SH T . 14 SH T . 14 , 'M M ' & 'N N ' , SH T . 15 DE T A I L 'X ' , SH T . 18 , AN C H O R A G E r - ~ , , ~ ~ ~ ~ - -- · ·· - ~ - DE T A I L S 'B ' & '0 ' , S~ ~ ~ - - i j t , = = - - .. -L ~ t I PA N E L PA N E L PA N E L PA N E L I TY P E TY P E T Y P E TY P E I 'R ' 'l ' 'M ' 'F ' I MA X . I HT . PO C K E T I SE E I I I I UN D E R I DP SE P A R A T E I TA B L E S SE E AP P R O V A L 1 L N O T E - I I 3 I ¢ ¢ ¢ I I 0 X X X I f - - - ~ , " _ 0.... ~ ·- ~ - - __ _ _ _ jl l ! l OX X X P (3 TR A C K RI G H T PO C K E T ) DE T A I L W' , SH T . 18 , EX A M P L E AN C H O R A G E DE T A I L S 'F ' & 'H ' , SH T . 13 1. SE E SH T . 17 FO R IN D I V I D U A L PA N E L CO N F I G U R A T I O N S AS AP P L I C A B L E . PL E A S E SE E DP CHARTS FOR MAX PANE~ HE I G H T AN D WI D T H . PL E A S E SE E SH T S . 18 - 2 0 FO R SE C T I O N DE T A I L S AN D SH T S . 7- 1 5 FOR ANCHORAGE DETAILS. 2. DL O WI D T H = NO M . PA N E L WI D T H • 7 ' DL O HE I G H T = NO M . PA N E L HE I G H T · 8. 2 5 ' 3. (1 ) L O C K ( I T E M S 70 & 10 7 · 1 1 0 ) A T EA C H LO C K S T I L E , LO C K I N G IN T O KE E P E R ( I T E M 10 3 ) A T FRAME JAMB OR AS T R A GA L . 4. PL E A S E SE E AP P L I C A B L E AS T R A G A L & IN T E R L O C K CO M B I N A T I O N S PE R DP TA B L E S . fi ' i = = = = = ~ - ~ i ' r · - -~~ - - - - , - ~ r, DE T A I L 'V', SHT. 18, ~A N C H O R A G E DETAILS 'A' ·rt r · : i ~ : - - ~ r ; ~ L = - ~ :- ~ ~ ~;~ ~ = · , I & 'C', SHT. 13 :: 'A ' \1 'C S ' : 'Q S ' 'K ' :: i, MA X . I I .~ ; , I I I} I} HT . :: ,I ,I : I} I} SE E J: I I ~ DP 11 ~ SE E _ TA B L E S :: i NO T E J II I 3 II I ~~'-- ~ - - - · H-- ~ - - j ¢ ~-¢ - - (~!\ ~~- - - - - " ~ · · ~ - · - ~ - - - · ~ XX 90 • CO R N E R XX (2 TR A C K DE T A I L 'U ' , SH T . 18 , • • AN C H O R A G E DE T A I L S 'E ' 90 " 0 U T S I D E CO R N E R ) - EX A M P L E & 'G ' , SH T . 13 DE T A I L 'B B ' , SH T . 19 " " \ ' } - , , . , 'l t ' ~ ... , \ . ... ... ., DE T A I L 'H H ' , SH T . 1 9 , DE T A I L '' r , SH T . 1 8 , AN C H O R A G E DE T A I L S 'M ' AN C H O R A G E DE T A I L S 'I ' & '0 ' , SH T . 14 & 'J ' , SH T . 13 ~ ~ ~ PA N E L TY P E 'M ' I ~~··· II ·. w 1n ~ PA N E L TY P E 'F ' PA N E L TY P E 'F ' MA X . I II I II I u I HT . SE E DP SE E TA B L E S NO T E J ¢ 3 X DE T A I L 'Y ' , SH T . 18 , XX X X (4 TR A C K BY - P A S S ) AN C H O R A G E DE T A I L S 'K ' EX A M P L E SH T . 13 & 'L ' , SH T . 14 - , ~I r'ivOETAIL 'EE', SHT. 19, '-"1 ANCHORAGE DETAILS 'N' & 'P', SHT. 14 ,yDETAIL 'BB', SHT. 19 f I ' I ~ DETAIL 'JJ', SHT. 20 ' NT. fD -..,.. 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SECTIONS) DE T A I L 'L L ' SC R E E N AT HE A D DETAIL 'MM' SCREEN AT SILL .....,crMY~ ;:zu----=...::::.':}it<ft ~.:J,;,~~ 11 1111111 ,,, '. ~ \.YNif Aft. ''1 1 ,, ~0~ ........... ~(~ ,, DE T A I L 'Y ' -- -c ~' .§ .. ·· 'v\cENSE ''•, .iS> ,....-;.. t:~~~~~!:!: : t ~ ~ ~ ~ ~ ~ ~ : - ~ = = = = = = = = = = = = = = = = ~ ~ T . : ~ : : : : : : : : : : : T ~ = i ; ; : ; ~ ; ; ; : ; ; J " : : : C ~ ~ = = = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ' ~ 0 • * ~ r - (:' .. :~:~) <Jla·· .. :~,.,~J~I" ... · ~~ ',, ;;('~'·, .. ~~.<?~~t_l!':··· &,,' ,,,,~StoNP..\.. <::-~,,, ,,,,,,_ ,,,,,, A. LYNN MillER. P.E. DE T A I L 'U ' DE T A I L W P.E.II6871l5 OE T A I L ' B B ' DE T A I L ' E E ' AT MI D S P A N DE T A I L 'D O ' (F I X E D PA N E L ) tJ IN T E R I O R (A L L HO R I Z . SE C T I O N S ) . . ( } EX T E R I O R •I T E M 61 SH O W N , IT E M 60 AL S O AP P L I C A B L E , SE E TA B L E S 1· 3 , SH T S . 7· 9 FO R DP (P S F ) AS S O C I A T E D WI T H ST I L E DE T A I L 'H H ' AT MI D S P A N DE T A I L 'G G ' (F I X E D PA N E L ) ~ c OETAIL'Ir • , \ 1 1 I 1/ 1J I ,,,,. ~ '-'lllfl'r.{if, .,,,, , o"" ........ •(~ ' ;:-'~~ /~c\ONSI: ·· ... 'i' 1 ', :ocr/" ····* .... -:.. ~ * ( N~o.&&70& \ ~ :: : ~-: ~= ~-o\ 1ontl !/fj~ "":-,~ ••. S11' E f _.· .jf:: ',0..<\ ··· .. FLORIO!:··· 0,,' ,,, ~.s . .. .. ... . <:,~ ,, ,,,, SIONP.'--,,,, ,,,,,,,,,,,, A. LYNN MILLER, P.E. P.E.M 68705 DE T A I L 'J J ' DE T A I L 'K K ' I'IIOIIUCT UV ... _ _,.,... ............. ..... Co* -..---~~ .....---'S" " l.s,~<;-.iJ.:..~ ... ''""''' '''' .1{ \.'(loiN MI£---TII ,'' .... c~ ... ·· ......... l~~ ~~~ - ~ .,---.,.. .. , --' ... ~·· ~ ·.if":.. ~ 1r ./ No.&&70& ...... ~ ~. ~ \ ().-~ ¥-r-jj~ ~-o... ~11111 .: :; -:.'P. ··.. 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( ) N 85 17 3 2 8 81 7 3 2 8 IN T E R L O C K SC R E W CO V E R 7 17 3 0 4 &1 7 3 0 4 2· ' T R A C K SL L &7 17 3 2 9 81 7 3 2 8 AS ' T R A G A L i 8 17 3 0 1 61 7 3 0 1 2· T R A C K SL L WI T H SC R E E N RA i l 85 17 3 3 9 81 7 3 3 8 HE A V Y DI J I Y AS T R A G A L 9 17 3 0 7 &1 7 3 0 7 3- TR A C K SI L L B9 17 3 2 4 61 7 3 2 4 TO P & BO T T O M RA I L 10 17 3 1 0 81 7 3 1 0 4· T R A C K S I I . l 70 17 3 6 0 41 7 3 6 0 WE A T H E R S l R I P EX T E N S I O N (I N J E C T I O N MO L O E D ) 11 17 3 1 3 81 7 3 1 3 FR A M E SI L L 'T R A C K NS E R T 71 1 ~ 71 ~ 11 / 2 " X 1" X3 1 4 " HI G H FI N SE A L OU S T PL U G S 12 17 3 1 6 81 7 3 1 5 FR A M E SI L L SC R E E N AD D - O N 72 81 6 3 78 1 8 3 X TA N D E M ST . ST I L . RO L L E R AS S Y . 13 17 3 1 8 81 7 3 1 8 FR A M E SI L L SC R E E N EN D AD O < l N 73 &1 5 3 78 1 8 3 N TA N D E M NY L O N RO L L E R AS S Y . 14 17 3 0 5 &1 7 3 0 e 2· T R A C K JA M B 74 SI L I C O N E OO W M O R 9 8 5 15 17 3 0 2 81 7 3 0 2 2· T R A C K JA M B WI T H SC R E E N RA L 75 81 8 5 78 1 8 5 X GE M I N I MO R T I C E 3- P L V ll U A L L O C K WI I . O N G TR I M PL A T E 1& 17 3 0 8 81 7 3 0 & 3- TR A C K JA M B 78 71 0 3 2 X 1 F P F X 11 1 0 - 3 2 X 1" FL 6 8 SC R E W W/ iV P E 'F " TI P 17 17 3 1 1 81 7 3 1 1 4- T R A C K JA M B n 71 0 3 2 3 8 10 - 3 2 ST E E L ZI N C lJ . N U T 18 17 3 2 2 81 7 3 2 2 SI L L RI S E R • 0 78 17 3 6 8 81 7 3 5 8 31 1 8 & 1/ 4 OG E E BE A D HO R I 2 0 N T A L ' 18 17 3 1 9 61 7 3 1 9 SI L L RI S E R • 0 HO L L O W 79 17 3 5 7 &1 7 3 5 7 1" IG BE A D HO R I Z O N T A L 20 17 3 2 1 61 7 3 2 1 SU R I S E R · L O W F L A T 80 17 3 5 8 81 7 3 5 9 71 1 & BE A D HO R I Z O N T A L 21 17 3 1 8 81 7 3 1 8 SI L L RI S E R ·L O W HO L L O W 81 17 3 8 0 61 7 3 8 0 91 1 8 BE A D HO R 1 Z O N T A L 22 17 3 5 5 81 7 3 8 8 SI L L RI S E R • ME D FL A T 82 12 2 4 8T P 2 4 7 K VI N Y L BU L B WE A TH E R B l R P 23 17 3 6 4 81 7 3 6 4 SI L L RI S E R • ME O HO L L O W 83 IG T A P E 1/ 2 " X 1/ 1 8 " SI N G L E Sl O E AD H E S I V E TA P E FO R IG BE A D 24 17 3 2 0 81 7 3 2 0 SI L L RI S E R · HI G H HO L L O W 25 17 3 2 3 81 7 3 2 3 SI L L II I S E R • HI G H FL A T 10 0 80 8 2 46 0 8 2 RO L L E R AD J . HO L E PL L I G 28 17 3 3 3 81 7 3 3 3 PO C K E T DO O R P. H C ) ( ) K 10 1 72 0 & 7 JA M B BU M P E R 27 70 7 0 87 0 7 0 NE O P R E N E BU L B WS T P FO R P- H O O K 10 2 18 9 8 71 8 9 8 OU S T PL U G rlloODUCTIUtYIIUI 28 17 3 3 4 81 7 3 3 4 PO C K E T DO O R P- H O O K MO L N T 10 3 81 8 8 78 1 1 1 8 ) ( 1" KE E P E R . -"""'-.. - 28 17 3 3 5 81 7 3 3 5 P- H O O K CO V E R 10 4 85 3 7S C K E E P SC R E E N LO C K KE E P E R ~1\-16\t·llf 30 17 3 4 8 81 7 3 4 8 PO C K E T DO O R P- H O O K FO R BO X RI S E R 10 & 17 3 4 4 81 7 3 4 4 FD I E D PA N E L CU P ·1 1 ' LO N G ,..._ ... ""!'I tn !!;' OP T I O N A L PA R T S (N O T SH O W N IN OR A W I N Q ) 10 & 17 3 8 2 81 7 3 8 2 EX T E R I O R FD I E D PA N E L RE T A I N E R =J.r~~~ 40 43 1 9 81 2 2 8 8 SC R E E N Sl O E RA L ·L O C K S T I L E 10 7 17 3 9 71 7 3 9 HA N D L E KI T · IN T E R I O R RA I S E D WI T H TH U M B 1\ J R N 41 7L O C K W G S K SC R E E N LO C K S E T 10 8 17 4 0 71 7 4 0 HA N D L E KI T · RA I S E D EX T E R I O R HA N D L E 42 41 8 1 8 SC R I ! E N KE I ! P E R SP A C E R SE T 10 9 17 3 1 78 1 8 2 S N HA N D L E KI T · RE C E S S E D IN T E R I O R WI T H TH U M B TU R N 43 81 8 2 88 1 6 2 SC R E E N IN T E R L O C K AD A P T E R 11 0 17 3 2 78 1 7 8 HA N D L E KI T • RE C E S S E D EX T E R I O R PU L L 44 44 2 8 84 4 2 8 SC R E E N DD U I I . E IN T E R L O C K 11 1 71 0 X 3 4 P P S D A X •1 0 X 31 4 ' PH . PN . TE K • S. S . 48 43 1 7 81 2 2 8 8 SC R e E N TO P RA I L 11 2 12 3 5 87 8 1 8 WS T P , .2 7 0 X .1 7 0 ·F I N SE A L 48 43 1 8 81 2 2 8 7 SC R E E N BO T l O M RA I L 11 3 17 1 2 - .1 & 7 X .2 3 0 FI N S E A L 47 8& 8 7S R A Z ST A N D A R D RO L L E R 11 4 71 0 X 1 1 8 P P X t1 0 X 1 1 1 2 " 48 88 8 7S R A X ST A N D A R O RO L L E R · ST . ST I L . 11 5 71 0 l f > P T t1 0 X 1 " 48 43 4 4 84 3 4 4 SC R E E N AS ' T R A G A L 11 8 72 0 X 1 X 11 4 - 2 0 X 1" ST . ST I L . 60 17 3 4 9 81 7 3 4 9 0> 0 SC R E E N AS 'T R A G A L AD A P T E R 11 7 72 0 X 1 1 2 X 11 4 - 2 0 X 1. 8 " ST . ST I L . 61 18 9 2 81 8 9 2 SC R E E N SP L I N E • .1 8 5 11 8 17 3 3 8 81 7 3 3 8 CO R N E R RE C E I V E R 82 18 8 4 81 8 8 4 SC R E E N SP L I N E • .1 8 0 11 9 17 3 3 7 81 7 3 3 7 OU T S I D E CO R N E R AS T R A G A L 63 &1 8 1 8 C 2 0 SC R E E N CL O T H 12 0 17 3 3 8 81 1 7 3 3 8 IN S I D E OD R N E R AS l R A G A L 54 17 2 8 1/ 2 " x 4" x 1/ 1 8 " SI T T I N G BL O C K 56 17 2 8 1" X4 " X 1/ 1 8 " SI T T I N G BL O C K I I" Ill/ ,,, \.'ii'IN MIL{ ,, 20 2 GL A S S 7/ 1 8 LA M I N A T E D HT - H T P V B 21 0 GL A S S LA M I N A T E D 10 31 1 6 T • 71 1 8 LA M I N A T E D HT · H T PV 8 ,, ~-~ ........... ~~ ...... 20 3 GL A S S 91 1 8 LA M I N A T E D HT · H T PV 8 21 1 GL A S S LA M I N A T E D IG 1/ 4 T • 7/ 1 6 LA M I ' I A TE D HT - H T PV B .::;-' "-~0 ••• ~c,'C,NSE '•, •• ~ "~ 20 4 GL A S S 71 1 8 LA M I N A TE D HT · H T SO P 21 2 GL A S S LA M I N A T E D IG 31 1 6 T • 7/ 1 8 LA M I N A T E D HT - H T S G P .::: ~.. ·, ', 20 5 GL A S S 91 1 8 LA M I N A T E D HT · H T SG P 21 3 GL A S S LA M I N A T E D 1G 1/ 4 T . 7/ 1 8 LA M I N A T E D HT - H T SO P ::: ... !'>&10!> ••• :: :: ~: NO· : :; NO T E : AL L AL U M I N U M = 60 6 3 - T6 ~ \..~·~)&J ·· - , " ' / 1 '1 0 1 1 1 1 1 1 . ~ NO CH A N G E TH I S SH E E T - ~'%\ s1.o.1'<-of / ~~ J. 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G. ) FI X E D PA N E L CL I P P- H O O K SC R E W CO V E R (2 9 ) MA T ' L : 80 6 3 - T S ~ 0. 5 7 4 " ~ 0. 0 7 5 " 0. 0 6 2 " P· H O O K (2 6 ) MA r L : e O i 3 · T6 0. 7 5 0 " 0. 0 6 2 " l (7 9 ) M A T ' L : 60 6 3 - T S (1 0 6 ) M A ' T " l : 60 6 3 0 T 6 - - - - 3. 9 7 9 " - - t 3. 9 7 9 " -- - - ~ P· H O O K FO R BO X RI S E R (3 0 ) MA T ' L : 60 6 3 - T S ST A N D A R D AS T R A G A L (6 7 ) MA T ' L : 60 6 3 · T6 3. 1 2 6 " - - t " - " ST A N D A R D ST I L E TO P / B O T T O M BO T T O M RA I L (6 0 ) MA T ' L : 80 6 3 - T S (6 9 ) M A T ' l : 60 6 3 - T S I ~2 " 0 E 0. 2 3 2 " o. o e 2 • __ g ~ 1 9" 1. 4 6 r SC R E E N STI ~ _ j (4 0 ) M A T ' l : 6 0 6 3 - T 6 0. 0 6 2 " _ . _ 0. 7 5 0 " FL U S H FL A T SI L L RI S E R (1 8 ) MA T ' L : 80 6 3 - T6 0. 2 3 2 " HE A V V DU T Y AS T R A G A L (8 6 ) MA T' L : 60 6 3 - T6 HE A V Y DU T Y ST I L E (6 1 ) MA T ' L : 80 6 3 - T 6 0. 2 3 2 " ~. _j 0.796" 0.06 ~ MOUNTING ADAPTOR P-H0~28) MAT'l: 8063 ·T6 0. 2 3 2 " I'IIUDUCT MY-._,.,..._ .. ,_,.,. ..... ~ "-lie \t'OJf!.4-..,._ ... !) . .'5' !l~.J:.~~ .. r r o. s 0 6 " i I i 1 i3 . 9 6 5 " 2. 6 5 5 " 0. 0 6 2 " t . 3. 2 0 5 " 'J u _ j 1 . 5 6 r 2. 4 6 5 J J ,,,,~ \.'1~~~~/(l·;''',, ,, !I' ........... 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"•"/' .,..-~""-/,; .·~·~· ¥~"'",--"' • '!. ..... ,..,_.,._,..,,, .·:.-,_-.· .... -"'··-- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publicattons FBC Staff BCIS Site Map Unks Search r:~Product Approval ~USER: Public User search Criteria Code Version 2010 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Refine Search 5684 ALL ALL ALL ALL ALL ALL ALL Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results -Applications FL# ~ Manufacturer Validated Bv Status FLS684-R5 Revision lcJopay Building Products Company Gary Pfuehler Approved History r--:-r . •. Exterlor Doors (513) 858-1490 Subcatego_l}': Sectional Exterior Door Assemblies *Approved by_~· ~provals_~ DBPR shall be re~ed-~nd rat:lfi~ by the POC: a~or the ~ommiSS&on 1f necessary. ~ :: 1940 North Monl'!le Street TaHa!Jassee FL 32399 P!Jone· 85Q-487-1824 The State of Florida is an AA/EEO employer. CpDvrklbt 20QZ-2Q10 Stat!:: of florida. :: PriVacy Statement:: Artfsiibility Stater!lgnt :: Refund Statement Under Flofida law, e-mail addresses are public records. If you do not want your e-mail address released Jn response to a public-records request. do not send eiectronic mail to thJs entity. Instead. contact the office by phOne or by traditional mail. If you have any questJons·regarding DBPR's ADA web accessibility, pleaSe contact our Web Master at !!!!bnJasler!td S!J!\e.fl us. Toil Brothers Lot# 33/D PGCC Pn>duct ,.._.., Ac:mpts: t:JiiiBIII Openings: 2, 3 Garage Door http://www .tloridabuilding.org/pr/pr _ app _lst.aspx 7/2/2012 Florida Building Code Online Page 1 of5 BCIS Home Log In user Registration Hat Topics Submit Surcharge Stats &. Facts Publications F8C Staff BCIS Site Map Unks Search Business Professional ~~p~~ !!proval FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Oopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay .com Scott Hamilton shamilton@clopay .com Evaluation Report from a Florida Registered Architect or a Ucensed Aorida Professional Engineer Evaluation Report -Hardcopy Received Scott Hamitlon PE-63286 Intertek Testing Services NA Inc.-ETL/Wamock Hersey 12/31/2038 Gary Pfuehler Validation Checklist -Hardcopy Received FL5684 RS COl Cert1f1cation of Independence of Evaluat',on Entity- Gay Pfuehler.pdf FL5684 RS COl Statement on Indeoendence of Evaluation Entity· ScottHarri!ton.pdf Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E330 Year 2005 2005 2002 1994 1994 1994 TAS 201 TAS 202 TAS 203 http://www.floridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVXQwtDqt45H I a2AP3I3N... 7/2/2012 ------~~---· Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Page 2 of5 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 12/19/2011 12/20/2011 12/27/2011 01/31/2012 FL# Model, Number or Name 5684.1 01 W8-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +54 PSF/-60 PSF Other: Max. Wind Speed (V_ult): 170 MPH. 5684.2 02 W7-09 PAN-2F153: 73, 75, 84A,94, 98,42, 42B, 48,488, 4F, 4RST, 6RST Umlts of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF/-48 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact Resistant Glazing available. 5684.3 03 W7-16 PAN-2Fl53: 73, 75, 84A,94,98,42,428,48,48B, F 4RST,6RST Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF/-48 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Optional Impact Resistant Glazing available. 0 ~ Page 1 I 2 0 0 Description Gallery/Artistry/Expressions: Double-skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single-Car (up to 9'0" wide) WINDCODE® W8 Garage Door Installation Instructions El5684 RS II 104119-IBC-Re\'Ol.pdf Verified By: Mart< Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports El5684 RS AE CBPC 111215-A.Qdf Created by Independent Third Party: No Steel Pan (min. 25 ga.) Single-Car (up to 9'0" wide) WINDCODE® W7 Garage Door Installation Instructions FL5684 RS Jl 101702-FPA-Rev1l.Qdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 RS AE CBPC 111215-A.Qdf Created bv Indeoendent Third Partv: No Steel Pan (min. 25 ga.) Double Car (9'2" to 16'r wide) WINDCODE® W7 Garage Door Installation Instructions FL5684 R5 II 1013Q9-FPA·R~v15.Qc;jf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 RS AE CBPC 111215-A.gdf Created by Independent Third Party: No ~·. ,~-·Lo ..... -<.rL .. .:o. o• ,,. ' l'>teel .-an tmln . .!4 ga.) 16 4" to 18'2" wide WINDCODE® 98,48, 48B, 4F,4RST W7 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R5 II 102621-Rev07J2Qf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield Fl PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +42 PSF/-46 PSF Evaluation Reports other: Max. Wind Speed (V_ult): 170 MPH. FL5684 RS AE CBPC 111215-A.pdf Created by Independent Third Party: No 5684.5 05 W8-09 DSIE-1Fl71: 4400, Double-skin Insulated (exterior skin 27 ga. min.; interior 4401, HOG, HDGL, HDGF, 4300, skin 27 ga. min.} Single-Car (up to 9'0" wide) 4310,4301,66, 66G,67,67G, WINDCODE® W8 Garage Door 68, 68G, 6200, 6201, 6203, SP200,SF200, SE200 Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fl5684 R5 II 101703_-FPA-Revll.Qdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No http://www .tloridabuilding.org/pr/pr _ app _ dtl.aspx'?param=wGEVXQwtDqt45H I a2AP3I3N ... 7/2/2012 Florida Building Code Online Page 3 of5 Design Pressure: +48 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional Fl5684 RS AE CBPC 11121 5-A. odf Impact Resistant Glazing available. Created bY Independent Third Partv: No 15684.6 06 W8-09 PAN-2F153: 73, 75, Steel Pan (min. 25 ga.) Single-Car (up to 9'0" wide) 42 428 6RST WINDCODE® W8 Garage Door UmitsofUse Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 10122!;!-FPA-Rev14.Qdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield R. PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional Fl5684 R5 AE CBPC 111215:A.pdf Impact Resistant Glazing available. Created by Independent Third Partv· No 15684.7 07 W8-09 PAN-2F143: 84A, 94, Steel Pan (min. 24 ga.) Single-Car (up to 9'0" wide) 98, 48, 48, 4F, 4RST (solid doors WINDCODE® W8 Garage Door with no glazing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R5 II !0~287-Rev04.pdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +54 PSF/-62 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors. FL5684 R5 AE CBPC 111215-A.Qof Created by Independent Third Party: No 5684.8 08 W8-09 PAN-2F143: 84A, 94, Steel Pan (min. 24 ga.) Single-Car (up to 9'0" wide) 98, 48, 48B 4F, 4RST (impact-WINDCODE® W8 Garage Door with Impact Resistant resistant glazing) Glazing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 103547-FPA-RevOS.Qdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +48 PSF/-54 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Doors with FL5684 R5 AE CBPC 111215-A.pd! Impact Resistant Glazing. Created by Independent Third Party: No 5684.9 09 W8-09 DSIE0-1M479: Double-skin Insulated (exterior skin 27 ga. min.; interior Coach man/Settlers/ Affinity skin 27 ga. min.) with Overlay Single-car (up to 9'0" wide) WINDCODE® W8 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 RS II 103436-FPA-Rev02.pdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +54 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 R5 AE CBPC 111215-A.Qdf Created by Independent Third Party: No 5684.10 10 W8-12 C-DSIE-1F447: 3200, Double-skin Insulated EPS (exterior skin 24 ga. mm.; 3205, 3220, 240, 240G interior skin 27 ga. min.) WINDCODE® W8 Sectional Door, up to 12'2" wide, with optional Impact Resistant Glazing Umits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 101705-!B(;-Rev08.Qd" Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield Fl PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +52 PSF/-58 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional FL5684 R5 AE CBPC 111215-A.Qdf Impact Resistant Glazing available. Created by Independent Third Party: No 5684.11 11 W8-12 C-PAN-1E448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional 520, 224,C4ST,COST Door, up to 12'2" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 102645-FPA-Rev07.J2df Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +50 PSF/-56 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 RS AE CBPC 111215-A.odf Created by Independent Third Party: No 5684.12 12 W8-14 C-PAN-1E448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional 520, 224,C4ST, COST Door, 12'3" to 14'2" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 li 103288-FPA-Rev03.Qdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +50 PSF/-56 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 RS AE CBPC 111215-A.pdf Created by Independent Third Party: No 5684.13 ~13 W8-16 PAN-2F443: G4S, GS4, ~Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) http://www .floridabuilding.org/pr/pr _ app _ dtLaspx?param=wGEVXQwtDqt45H 1 a2AP313N ... 71212012 ----------------~-- Florida Building Code Online Page 4 of5 ~~D4S,GR4S, E4S, ED4S,SS4, Double-Car (up to 16'2" wide) WINDCODE® W8 Garage AR4S Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 RS II 104067-FPA-Rev02.gdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield Fl PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 RS AE CBPC 111215-A.[1df Created by Independent Third Party: No 5684.14 14 W8-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: Double-skin Insulated GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR2LP, ED2SP, ED2LP Double-Car (up to 16'2" wide) WINDCODE® W8 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 104038-FPA-Rev02.pd: Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield Fl PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 RS AE CBPC 111215-A.gdf Created by Independent Third Party: No 5684.15 15 WB-16 DSIE0-1M479: Double-skin Insulated (exterior skin 27 ga. min.; interior Coachman/Settlers/Affinity skin 27 ga. min.) with Overiay Double-Car (9'2" up to 16'2" wide) WINDCODE® WB Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 103560-FPA-Rev04.gdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield Fl PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other. Max. Wind Speed (V_ult): 170 MPH. FL5684 RS AE CBPC 111215-A.pdf Created by Independent Third Party: No 5684.16 16 W8-16 DSIE-1Fl71: 4400, Double-skin Insulated (exterior skin 27 ga. min.; interior 4401, HOG, HDGL, 4300, 4310, skin 27 ga. min.) Double Car (9'2" to 16'2" wide) 4301,66, 66G,67,67G,68,68G, WINDCODE® W8 Garage Door 6200, 6201, 6203, SP200, SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 101488-FPA-Revl3.Ddf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Thind Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional FL5684 R5 AE CBPC 111215-A.Qdf Impact Resistant Glazin_g_ available. Created by Independent Third Party: No 5684.17 17 W8-16: PAN-2Fl43: 84A, 94, Steel Pan {min. 24 ga.) Double Car (9'2" to 16'2" wide) 98,48,48B,4F,4RST WINDCODE® W8 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R5 II 101300-FPA-Rev16.Qdf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield Fl PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46.6 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional FLS684 R5 AE CBPC 1112!5-A.pdf Impact Resistant Glazing available. Created by Independent Third Party: No 5684.18 18 W8-18 DSIE-1F171: 4400, Double-skin Insulated (exterior skin 27 ga. min.; interior 4401, HOG, HDGL, HDGF, 4300, skin 27 ga. min.) Double Car (16'4" to 18'2" wide) 4310,4301,66,66G, 67, 67G, WINDCODE® W8 Garage Door 68, 68G, 6200, 6201, 6203, SP200,SF200,SE200 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLS684 R5 II 103028-FPA-RevOS.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. FLS684 R5 AE CBPC 111215-A.pdf Created by Independent Third Party: No 5684.19 19 W9-09 PAN-2F143: 93, 84A, Steel Pan (min. 24 ga.) Single-Car (up to 9'0" wide) 94,98 4F,4RST,48,48B WINDCODE® W9 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 RS 1!_101706-FPA-RevJJ .Pelf Approved for use outside HVHZ: Yes Verified By: Marl< Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +62 PSF/-72 PSF EValuation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional FL5684 R5 AE CBPC 111215-A.Qdf 1 Impact Resistant Glazing available. Created by Independent Third Party: No http://wwwJloridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDqt45Hla2AP3I3N._. 7/2/2012 Florida Building Code Online Page 5 of5 15684.20 rO WS-09 PAN-2F443: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) GD4S,GR4S, E4S, ED4S,SS4, Double-Car (up to 9'0" wide) WINDCODE® WB Garage AR4S Door Limits of Use Installation Instructions , Approved for use in HVHZ: Yes FL5684 RS II 104121-IBC-RevOl.pdf i Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +50 PSF/-58 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. FL5684 RS AE CBPC 111215-A.[ldf Created by Independent Third Par:9'_: No Go to Page G 0 Page 1/ 2 0 ~ Back L Next ~ :: 1940 North Monrpe Street. Tallahassee FL 32399 Phone: 850-4!37·18l4 The State of Flonda 15 an AA/EEO employer. CooyriQht 2007·2010 State of Fk>fida. :: Privacy Statement :: Aq:essibility Statement :: Refund Statement Under Florida law, e-mail addresses are pubHc recon1s.. If you do not want your e-mail address reN!ased in response to a pubUc-records request, do not send electronK: mad to this entity. Instead, oontact tne offlce by phOne 01' by traditional mail. If you have any questions regarding DBPR's ADA web accessib•lrty. ptease contact our Web Master at webmaster@dbor.sfate.n.us. -,._., Acalpts: r;JiiiBD ~n:urn' .. rasr.tm http://www.floridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVXQwtDqt45Hl a2AP3I3N ... 7/2/2012 ·- - - - ... _ :) { ~ -- .. . . . . . . . ~ll l l l l l i ; ) ' J " u Sf C J J O N B - A OP T I O N A L IM P A C T RE S I S T A N T GL A Z I N G CM 11 M Of ' WJ I C I ' - f ~ ~ D r ~ N « GI A D I D I t m i D 1' Q i t lm i D I ~. = : : u ~ U ! ~ ~ - ~ == = : . . . ~ : f J : r - - ~ -~ " ' : . ' = = -- ... . lr ' P .. . . . . . , . . . . . :n : : - . r : - . . : = : = . - ... -- !I T l l - - !K V I - t2 1 H/ J I J / t n COWIINED CI..OPAY, H0Ua. AHD IDDl W/W. HOt.fll£5 NOW IN 12' t3 1 07 / 0 7 / 0 1 ADDED .. ACT MSISTANT LIT[ OPT1DH; NCR£MIII IMX. HfJQHT. t< t I 01 / t < l / 0 1 ADD!D M/N 421 AND 481. 15 1 1 0 / 2 4 / 1 1 ~ STJI.ICTUIW. 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J l " ' 3 C 0 l ' l 1 ,& \ [ l , ~Cr D K M U o l ( i j ~ 8585 Duke Boulevard Mason, Ohio 45040-3101 USA (513) 770-4800 • Fax (513) 770-3558 December 15, 2011 Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by 9N-3.005(4), the engineering rational analysis, and the product drawings. The test reports are listed below. Testing was conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc. For the doors listed in the Tables below, Static Pressure Tests were conducted in accordance with TAS 202, ASTM-E330 and ANSI/DASMA 108. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201 and TAS 203 and ANSI/DASMA 115. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in the Tables below are in compliance with the High Velocity Hurricane Zone test requirements of the 2010 Florida Building Code Sections 1715.5.3.1, 1625 and 1626 and therefore are qualified as impact-resistant assemblies. TABLE 2: Drawings for doors with Manufacturing Product Code (MPC} PAN-2F143: 102621-Rev07, max. door size 18'2" x 16'0", +42/-46 PSF (design load) 103287-Rev04, max. door size 9'0" x 16'0", +54/-62 PSF (design load) 103547-Rev05, max. door size 9'0" x 16'0'', +48/-54 PSF (design load) 101300-Rev16, max. door size 16'2" x 16'0'', +46.6/-52 PSF (design load) 101706-Rev13, max. door size 9'0" x 16'0", +62/-72 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC} DSIE-1F171: 101703-Revll, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 101488-Rev13, max. door size 16'2" x 16'0'', +46.6/-52 PSF (design load) 103028-Rev08, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC} DSIE0-1M479: 103436-Rev02, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 103560-Rev04, max. door size 16'2'' x 16'0", +46.6/-52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC} C-DSIE-1F447: 101705-Rev08, max. door size 12'2'' x 18'0", +52/-58 PSF (design load) TABLE 6: Drawings for doors with Manufacturing Product Code (MPC) C-PAN-1E448: 102645-Rev07, max. door size 12'2" x 18'0", +50/-56 PSF (design load) 103288-Rev03, max. door size 14'2'' x 18'0", +50/-56 PSF (design load) PAGE 1 OF 5 FILE: CBPC_l11215·A.ooc =Ciopay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 -W9 TABLE 7: Drawings for doors with Manufacturin~ Product Code (MPC) PAN-2F443: 104067-Rev2, max. door size 16'2" x 16'0', +46.6/-52 PSF (design load) 104121-Rev01 max. door size 9'0" x 16'0", +50/-58 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F471: 104038-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171: 104185-Rev01, max. door size 9'0" x 16'0", +48/-50 PSF (design load) 104280-Rev01, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 104281-Rev01, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 10: Drawings for doors with ManufacturinfJ Product Code (MPC) DSIU0-1K479: 104277-Rev02, max. door size 9'0" x 16'0', +54/-60PSF (des1gn load) 104278-Rev02, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 11: Drawings for doors with ManufacturinfJ Product Code (MPC) C-DSIU-1F447: 104112-RevOO, max. door size 16'2" x 18'0', +50/-56 PSF (design load) TABLE 12: Drawings for doors with ManufacturinfJ Product Code (MPC) C-DSIU-1D447: 104245-Rev01, max. door size 12'2" x 18'0', +52/-58 PSF (design load) Test Reports: ATL 0428.01-09; ATL 1112.01-96, 0808.01-06, 0305.01-08; HETI 95-494, 95-496, ATL 0808.01-06; ATL 0924.02-02; ATL 0823.01-06; HETI 94-252, 94-254, ATL 0808.01-06; ATL 0827.01-04; ATL 1008.01-07; ATL 0606.01-05; ATL 0107.01-09; HETI 02-1267, 02-1268, ATL 1018.01-04; ATL 1018.01-04; ATL 0415.01-08; ATL 0331.01-08; ATL 1106.01-07; ATL-0128.01-08; ATL 0327.01-08; HETI 03-1358, 03-1359; ATL 0610.01-08; ATL 1202.01-08, ATL 1210.01-08; ATL-0609.01-09; ATL 0415.01-08; HETI 03-1358, 03-1359; ATL 0606.01-05; ATL 1106.01-07; ATL 0512.01-09; ATL 0127.01-09. Product Description for doors with MPC PAN-2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door:§ 75, 6RST, 42, 428, 84A, 94, 98, 4RST, 4F, 48, 488, 1500, 190, 55, sss. Product Description for doors with MPC PAN-2F143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.0239") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. PAGE 2 OF 5 FILE: CBPC_lll215-A.DOC EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 -W9 Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68,68G, 6200,6201,6203, SP200,SF200,SE200. Product Description for doors with MPC DSIE0-1M479: These doors consist of a base 2" double-skin insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CGnn, CPnn, HPnn, CXnn, SXnn, AGnn. Note that 'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 5. Product Description for doors with MPC C-DSIE-1F447: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skin is at least G40 CS-B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3220, 240. Product Description for doors with MPC C-PAN-1E448: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 CS-B per ASTM A653. The maximum section height is 24". The following models are at least structurally equival~nt to the tested door: 524, 520,224,C4ST,COST. Product Description for doors with MPC PAN-2F443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: G4S, GS4,GD4S, GR4S, E4S, ED4S,SS4,AR4S. Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2~:J, AR2SP, AR2LP, ED2SP, ED2LP. Product Description for doors with MPC PAN-2F151: These doors consist of 2" thick steel pan doors with min. 25 ga. (0.019") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 76. PAGE 3 OF 5 FILE: CBPC_111215-A.ooc =Ciopay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 -W9 Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double-skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next- to-the-top section. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Product Description for doors with MPC DSIU0-1K479: These doors consist of a base 2" double-skin insulated section with polyurethane insulation foamed in place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than 1" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CAN2nn, CAN2nn-N, BRK2nn, BRK2nn-N. Note that 'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 8. Product Description for doors with MPC C-DSIE-1F447: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skins are at least G40 CS-B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3205,3220, 240,240G. Product Description for doors with MPC C-DSIU-1F447: These doors consist of a base 2" double-skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3720, C7X20, 240U, 3722, COX22. Product Description for doors with MPC C-DSIU-1D447: These doors consist of a base 1-3/4" (min.) double-skin insulated section with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3717,C7X17, 3718,C7X18, 3720,C7X20, 240U, 3722, COX22. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in PAGE 4 OF 5 FILE: CBPC_111215-A.DOC =Ciopay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 -W9 accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per 9N-3.005 (4)(e), including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. •, ~ . . ' · .. \... ···-·" PAGE 5 OF 5 FILE: CBPC_ll1215-A.DOC MIAM. Toll Brothers Lot# 33/D PGCC Openings: C1. C2. B 1. B2, E, F1. F2. C3. C4. P1. CS. C6. C7, C8, C9. C1 0, C11, L 1. L2. P2, P3, C12. 11.12 keMUit . DEPARTMENT OF PERMITIJNG, ENVIRONMENT, AND REGULA TORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGTI .. Maiw 1070 Technology Drive Nokomis, FL 34275 ScoPE: MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION J I 80S S. W. 261h Street, Room 208 Miami, Florida 33175-2474 T (786) 31.5-2S90, F (786) 31S-2S99 www.mlamldade,goylptra{ 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, includin the Hi Veloci Hurricane Zone. DESCRIPTION: Serielr --sll-'71r' Mw II •• Wt••• -L.M.L APPROVAL DOCUMENT: Drawing No. ••• 21, titled "Alum. Single Hung Window, Impact", sheets J through II of II, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACf RATING: 1MJe .... s..ll Wr ill I 1 n 1tRMir .... LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at instaJlations above 30 Ft. above ground (See sheet I of 11 ). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shaJJ 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 ofthe 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 tennination and removal ofNOA. 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 Offacial. This NOA revises NOA No. 11---MOS.lO and consists of this page I, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ~ APPROVED 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCESUBMUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, T AS 202-94 2) Unifonn Static Air Pressure Test, Loading per FBC T AS 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, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC T AS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, T AS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.' s FTL--4958 and FI'L-5063, dated I 0/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: I) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FfL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespad~ P.E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on: I) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, T AS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FI'L-4649 and FfL--4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespad~ P. E. /\/ ~ (SubMitted 1111der previous NOA. No. 05-1018.01) ~ E-1 ~1\,P.E. Product Coatrol Section Supervisor NOA No. 11-1013.14 Expiration Date: Marelt 26,2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF A~CEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: I) Air Infiltration Test, per FBC, T AS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC T AS 202-94 3) Water Resistance Test, per FBC, T AS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, T AS 203-94 6) Forced Entry Test, per FBC 2411 3 .2.1, T AS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FfL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.OS-1018.01) 4) Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC T AS 202~94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin fi·ame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. 's FfL-4948 and FfL-4646, dated 08/10105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.OS-1018.01) C. CALCULATIONS 1. Anchor verification calculations and struc~ural analysis, complying with FBC-2007, dated 01111/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted u11der previous NOA No.JJ-0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-6624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11116. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Satlex and Vanceva clear and color interlayers," dated 05/05/20 II, expiring on 05/2112016. E-2 JaillleiiG8SCO\a, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, lOll PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07,2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 20 11, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No. 's FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edm\.mdo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS I. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window -L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. E-3 ~n,P.E. Prod11ct Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 t! , GE N E R A L NO T E S : IM P A C T SI N G L E HU N G FL A N G E D AN D IN T E G R A L FI N WI N D O W S 1. GL A Z I N G OP T I O N S : (S E E DE T A I L S ON SH E E T 2) A. 51 1 8 ' LA M I CO N S I S T I N G OF (2 ) LI T E S OF 11 8 " AN N E A L E D GL A S S WI T H A .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . B. 51 1 6 ' LA M I CO N S I S T I N G OF (1 ) LI T E OF 1/ 8 ' ' AN N E A L E D GL A S S AN D (1 ) LI T E OF 1/ 8 " HE A T ST R E N G T H E N E D GL A S S WI T H A .0 1 1 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . C. 51 1 6 ' LA M I CO N S I S T I N G OF (2 ) LI T E S OF 1/ 8 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . D. 7/ 1 8 ' LA M I CO N S I S T I N G OF (2 ) LI T E S OF 3/ 1 8 " AN N E A L E D GL A S S WI T H AN .0 9 0 DU P O N T BU T A C I T E OR SA F L E X / K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . E. 71 6 ' LA M I CO N S I S T I N G OF (1 ) LI T E OF 3/ 1 6 " AN N E A L E D GL A S S AN D (1 ) LI T E OF 3/ 1 6 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 DU P O N T BU T A C I T E OR SA F L E X / K E E P S A F E MA X I M U M PV B . F. 71 1 6 ' LA M I CO N S I S T I N G OF (2 ) LI T E S OF 3/ 1 6 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . G. 13 / 1 6 " LA M I I G : (1 ) LI T E OF 1/ 6 " TE M P E R E D GL A S S , AN AI R SP A C E AN D 51 1 8 " LA M I CO N S I S T I N G OF (2 ) LI T E S OF 11 8 " AN N E A L E D GL A S S WI T H A .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . ~ H. 13 / 1 6 " LA M I I G : (1 ) LI T E OF 11 8 " TE M P E R E D GL A S S , AN AI R SP A C E AN D 51 6 ' LA M I CO N S I S T I N G OF (1 ) LI T E OF 1/ 8 " AN N E A L E D Gl A S S AN D (1 ) LI T E OF 11 8 " HE A T ST R E N G T H E N E D GL A S S WI T H A .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . I. 13 / 1 8 " LA M I I G : (1 ) LI T E OF 1/ 8 ' !E M P E R E D GL A S S , AN AI R SP A C E AN D 51 1 6 " LA M I CO N S I S T I N G OF (2 ) LI T E S OF 11 8 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . J. 13 / 1 8 ' LA M I I G : (1 ) LI T E OF 11 8 " TE M P E R E Q Gl A S S , AN AI R SP A C E AN D 7/ 1 6 " LA M I CO N S I S T I N G OF (2 ) LI T E S OF 3/ 1 6 " AN N E A L E D GL A S S WI T H A .0 9 0 DU P O N T BU T A C I T E OR SA F L E X / K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . K. 13 / 1 6 ' LA M I I G : (1 ) LI T E OF 1/ 8 " TE M P E R E D GL A S S , AN AI R SP A C E AN D 71 6 ' LA M I CO N S I S T I N G OF (1 ) LI T E OF 3/ 1 8" AN N E A L E D GL A S S AN D (1 ) LI T E OF 3/ 1 8 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B . L. 13 / 1 6 ' LA M I I G : (1 ) LI T E OF 1/ 8 ' TE M P E R E D GL A S S , AN AI R SP A C E AN D 71 1 8 ' LA M I CO N S I S T I N G OF (2 ) LI T E S OF 3/ 1 6 " HE A T ST R E N G T H E N E D GL A S S WI T H AN .0 9 0 DU P O N T BU T A C I T E OR SA F L E X I K E E P S A F E MA X I M U M PV B IN T E R L A Y E R . 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SA S H HE I G H T S FO R ST A N D A R D SA S H WI N D O W S (D E T A I L S B & C) AR E BA S E D ON A TH R E E OV E R TW O FO R M A T . ~ ~~~" " 1 - . I " " ' ! ' - NO K O I I I I I , F L M 2 7 1 - ,..11 ~ •••• ~.!?~ .. ·· ~ ,' F X .).,1 1 1 ~ 8 ~INTE G R A L F / N f i . F . J V E F I B I O N . CH G . N O T E S . A D O N O T E 4 . P. O . B Q X I U 8 AL U M . SI N G L E HU N G WI N D O W . IMPACT ,,,,~S/QN/).\..<f?.,'' , "F . k . W1 1 0 ( J ' J . / ' 2/ 2 S / 0 7 l NO K O M I S , FL 11 4 2 7 . Vl z i b . ( y B m w - 1- . I" " ' ! r- _ · _ -J-A. LYf..ftHJIIUl!.!:l:l. P.E. SH ' / 0 0 NT S .L ! _ " 11 _ _ 4040-20 D FL P.E.# 58705 "' .- - - - - ~ 2 . 7 8 4 " 1 MA X . HE I G H T NO T E : MI N . (1 ) SW E E P LA T C H AT VE N T CE N T E R L I N E OR OP T I O N A L BO T T O M LO C K S , (1 ) 6 " FR O M EA C H SI D E OF SA S H . • MA X . FI X E D LI T E DA Y L I G H T OP E N I N G - - • I I I I I I I OU T S I D E · • MA X . W I D T H - - - - - - - - - - - - - - 1 SE C T I O N A- A - - -- I N T E G R A L F i N 1 1 . F . ) F R A M E S E C T I O N ~ HE A D N 710"-l &1 . F . FR A M E n.l ~ ~ I IIIII I ,,,,~\.'INN IHt£ ''1 t 1 , ... ' & ............. 1.~'9 ,,, ..,' ~ .. :~ •.• ·\.,cENSE '•.. -;,. ::.t: ·.*~ V l . . l . - v " \ ' - 1 1 I .... ," 70S 00 -::. ~O N L Y SE C T I O N C-C ~ * { No. 58 ': - L ER N A T H L RA D I U S TOP -: ~ *~~: 0::: \L V Y V <> I L L "" V Y V N J A T E HI G SI L (H E A D DE T A I L . FLANGED VERSION) ~ "'l \ A-?fo!l• •I f Iff~ - - ~?} \ S'T ... 'TEO / ~~ ~~, 0..<:\ · ..• I<LOP.IO!:·· ~0 ,,' ' ~n .......... ~~,, ,,,,,uS/oNP..\. ,,,'' A. LY~MRJU!~,1 P.E. -D FL P.E.# 68705 li T E M I OW G . t I .. ~ I PG I W 1 FL A N G E F I V M : H E A O 61 2 2 2 5 2 18 X 1. 0 0 0 Q U I C P N . SM S 78 1 P Q A 3 FL A N G E FI W . E SI L L (L O W SI L L ) 81 2 2 2 8 15 I 18 2 8 IA D H E S ~ CE i l . FO N . l ~ I 7P I C 1 8 2 8 8 40 6 4 FL A N G E F M 81 2 2 2 7 l l i 40 2 5 'S A S H ~ I 81 2 2 4 4 1£ I ~ 40 2 8 S A S H ~!E G R E S S ) 1. 1 2 5 ! Q I I I _ G 81 2 2 4 4 It • 10 11 , . - l: t : L S O PH . PN . 8M B 12 cl 8 0 f f i i l 1 e i V . C K E T 1~ 18 18 17 ~ 3 IS A S H TO P ~ 18 40 2 8 - 1 8 A S H BR I O 11 1 I -- ~~ i ' i ' U l P H . F H . T Y P E F S . S l i 21 40 5 4 C FD C I O ME i T I N G RA I L 23 I 40 0 8 C JS M H T O f > - F :2 5 I 12 3 5 JWI ' i ' P . ~ f t O X .2 7 0 BP C K . FI N SE A L 28 1 10 0 8 IS ' M ! E P I O A ' i i 2? r 1 0 1 6 , . X . 8 = L . 8M B 28 40 0 7 iW i H Mil : _ 30 I 12 2 8 JW I T P . . BU L B ~ ~ 31 I 40 0 & I SA S H 8i b l i f 34 I 12 6 8 IW H I' A C I ! GU I D I ! 3& I 18 2 2 IV M 8! T T I N O I L O C K 31 3 2 " X2 5 . 1 8 4 " X_ 1 ' ' 3& I 10 5 2 ,V M - I G O R I I L : t 1 " X 3 1 4 " X 1 1 1 8 " 37 12 2 4 W M . . L (T H I C i ( i 8B A I . C \ I R 0 1 8 78 3 4 M 7i i . J i T B I ( T -= i : ' : = : : : : : : : : - - - 1 £ £. 40 1 3 7U L 8 R K T ~~ ~ - - ~ , . . . , . 84 0 0 8 -8 7 $ 1 8 0 71 0 8 8 me "" ' i i m m ff i : l 2 4 8 11 2 2 3 1 42 S O 7i t H K 71 0 1 2 1 < u I 12 2 8 1\ M I M . G L A t . I V I D I U L B ( T H i N ) I l1 f 41 42 ... . 48 GL A 2 1 N G I I E N > , 't f ' l e " I . . A M f W O J f ! U K i T - l e i S Al l GL A Z I N G BE I O , 13 1 1 8 " 1J 1 M I. G . 84 0 8 7 47 I 40 7 1 A lA w . , fH : r - - - - I G0 7 1 li p 48 40 7 2 A FR I I M E . I . L 8l L 07 2 I ~ R. . l ) It ! I 10 1 4 IS C R E E N F i W i H H O R . i W ! l i _ T ~ se 11 8 3 c r IS C R E I ! N C O R N I I R K I ! V W R I N G S 1 71 8 3 o 57 - l l f i 1 IS C R I ! I ! N C O R ~ - K E Y W ' O U T R I N G S I -7 1 8 3 1 tl 8 I 10 7 3 !S C R E E N SP A I N G I 7C M P 15 9 I 18 2 4 JS C R E E N S P I . I N E · _ . ! 3 5 D I A F o N . 1 - I 81 8 2 4 K I IT E M I DW U I DI I I C R I I ' l W N eo 1 18 3 5 I~ R E E N S P L I N E · . 1 3 5 D I A H M o i1 I I SC R E E N CL O T H 83 I 50 1 1 I~ N ~ C H A N N E L ( . 5 8 8 X . 5 0 0 ) 84 I 11 8 1 II M X 1 . 0 0 0 P H . B U G L E T E K 87 I IO L A Z I N O T N i l ! , 11 1 6 x t i . 7/ 1 8 L N . I eo 81 82 n 9 ) r - - r ~1 [. _ -f~ Q FR A M E . I. F . HE A D £ v:: . : . J #4 0 7 1 A , 80 8 3 - T B r 2 ~ oe a N O M -1 1 - rH t c t < t a s I 4·f ' • ~F R A M E , I. F. LOW SILL £_ v: : : J 11 4 0 7 2 A , 8083-T8 PCm. 818351 181E 8833402 08X1 821Vi&10 84051 84050 11A''6.\ 118"HSl PRODUcr RBVISBD 01 complylua wllh d10l'lorido £ Buftdftla OJde 1 14-A<ooplancc .f• ' iJ/t-1111 I ,,''~ \.'{~~ .. ~~~.~f-1' '', ... ... :;:' r!f' .. ·"~tiSE ·· ... .fc ...... ... ... ~.·v ·. -:. Q F R A M E , I.F. JAMB ~ ~/ o.!>&1()!> \ ct.~ @ FR A M E . I. F . HI G H SI L L £ ~ #4 ° 74 8 '806 3-Te :: +: ( ~~~ +:~ w;: .6 . 1 t1 4 0 7 8 A , 8 0 8 3 - T 8 (U S E D A S R A D I U S T O P H E A D ) ~ · .. ~l~ j !#= au ... . 1 ~of . ,.. ~ ~-o'.. ~~·s "'·:_p,~ ~ ... }b~· ..... ~~~~'~·· ~~--' '',,,~SSIO~P..';-,,, A. LYNN MIUL!~.t.'P .E. FL P .E.I 687015 r l - 2 . 7 8 4 1 1. 3 8 3 ~ ' - ~ - .0 6 2 0 FL A N G E FR A M E HE A D #4 0 0 2 A , 60 6 3 - T6 .o e 2 1 n.:. ( ; ; ; \ FL A N G E FR A M E JA M B ~ #4 0 0 4 , 80 6 3 - T6 (U S E D AS RA D I U S TO P HE A D ) 11 . 3 4 2 IT ~~ M 1 .0 6 2 =l I _1 l - 2 . 7 8 4 - - - l ( ; : ; \ FL A N G E FR A M E SI L L (L O W ) \ V #4 0 0 3 C , 60 6 3 - T6 l - J C - . 0 6 2 ~.49 0 l- - 1 . 4 6 1 - l T (' " : ; ) SA S H ST O P \. ! . . . ) #4 0 2 6 , 80 6 3 - T6 j - 2 . 2 7 9 - - j nr : r 7 ~ _ j l( o ! o l f " Q SA S H ST O P CO V E R ~ #4 0 5 3 , 6 0 8 3 - T I I oo ; = \ l i ± J SEALANT AI,.ONG ENTIRE JOINT ~ _.....---I. F. FRAME 1.1. lv ~ II WELD ALONG SCREW ' Ill! II BOSS (2) l: = V I E W D - D VIEWE-E EW HE A D & SI L L , RA D I U S TO P SI L L ) (RADIUS TOP HEAD ONLY) FR A M E CO R N E R CONSTR~U~C~T,_IO.:...:N..,;._ _____ --1 - - - - - ...[~ I - j 1.1 8 5 r- ~t t ~ SA S H SI D E RA I L V: : _ Y #4 0 0 6 , 60 8 3 - T6 LtL .678 1. o g e I · •ll Q GL A Z I N G BEAD, 5/16" ~ #4 0 3 9 8 , 6083-T5 ~ FI X E D ME E T I N G RA I L f2 3 \ SA S H TO P RA I L ~ #4 0 6 4 A , 6 0 6 3 H D - T 6 _ ( ! ~ #4 0 0 6 C , 6 0 6 3 H S - T 6 ~ SA S H BO T T O M RA I L (L O W ) _j 05 0 .0 5 0 ~ .878 \: : : J #4 0 0 7 , 60 8 3 - T5 fC J 1. 0 9 8 I· •If 1 - l .67 8 f4 2 \ GL A Z I N G BEAD, 6/16" ~ #4 0 4 4 8 , 6063-T5 1. 0 9 8 I • • IT (U S E D WI GRILL KIT) 2. 9 4 6 f4 4 \ GL A Z I N G BE A D 71 1 6 ' I ~ J ~ ~ ~ ~ 1 ' .6 8 3 ~ .o 6 2 , - - - 1 · 1"''"' 67 8 I -1-1 ·097 ,, \.'INN M1 ''' _ j ·050 -~ · @ G L A Z I N G BEAD 13/16" IG ''\o~-4. ........... l(~;~ ',, ' - - - - - 2 78 4 1 f 46 ' -c-~· · ·· c,<.NSI; · · · ·r -" , ~ ' 1. 1 1 5 • • I #4 0 6 7 6083-T5 -c-~ .·· ..) • .. * ~ I -"f' o o ... Q FL A N G E FR A M E SI L L (H I G H ) f6 8 \ SA S H BO T T O M RA I L (H I G H ) f4 5 \ GL A Z I N G BE A D , 71 1 6 " ~ * / No· 68706 \ ~ ~ #4 0 5 0 A , 6 0 8 3 - T 8 ~ #4 0 6 1 A , 6 0 8 3 - T 5 ~ tl l l 8 5 C , 6 0 6 3 - T 6 -; ~......,___; a::= (U S E D W / G R I L L K I T ) ~ :. {J. l•l•l i w= --o. 10 . w- . , , . . ,. . U . & & - r ' L O _ _ , .. . &. . . - . . ~ "';. A\ ... ...~'TE Of ... .s ::: ,. ~ • S•~ • §' -",., _?.<-~' ... -~~-~~\<.?!':·. ~0,_ ............ ,,,,.SS/ONP..'-€,,, A. L '.ftw MII.L~R: '~.E. -D FL P.E,# 58705 ANCHORAGE NOTES: 1. ANCHOR TYPES:[ 1~ TAPCONs J 2 • 1 14" Eleo ss4 CRE:T ·FLEX ~ 3 • 1112 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD· 18 1/2" MAX. FROM TOP CORNERS JAMBS· 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL ~SILL· ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 10TE2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1"LESS. l. b e s i G N PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR Tl RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ~ TABLE KEY: ~PSF HEAD 2 JA M B ABOVE 2 3 MTG. RAIL (DP LI-Dll'j I JAMB BELOW ~~~~.l?._.;. MTG.RAIL (FULLDP)~ HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL ,, \ ..J \.."~·· ...... (.""' • ' ~' ········ '"-~' // ,'' +Cl· .··(;~liSE ... ·.. ~ /// .:: ~ .· v •,"?'o "" :: ~/ ~e1o!i \ ~ = ~: tiO· : :: - . ~~-ffi-~ \ 0.-~'~J·' / !JJ~ -=;_~··. s~,..~~o .: ~::: ~,JQ~ ·.. ...o\Q'I/;··..:...0,' ~/ ~ ·· .. .':~~::-·· ~.._..,,, ,,,,~ss,oNf>.\.. ,,,, A. L vN'N Wiii!~E\:I.'p.E. FL P.E.I!I58705 AN C H O R QU A N T I T I E S FO R ST A N D A R D VI E W AN D ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2-1/4" ELCO SS4 CRETE-FLEX £ 3-1112 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18 112" MAX. FROM TOP CORNERS JAMBS -17 112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL £StU-ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE2. /t A B L E WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1"LESS. 1\estGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. . ..•...•.•. -c..·~ '',., ... "' . .'~c,'C.NSE ··· ... it "~ ..... :: ~:· ~a1Q!i '•, 0::, -' ~ ~v• ' -;:-tc[ . .. \ ~ -. ~A.r. . w ::. '· tA-10 1iolll .: 41-~-Q \ s11'1 of .:' ~~ " ... ,~a··... FLo"''~!:·· ~0 --' ... , j('~ .......... <Gi ,' ,,,, ss,oNP.\.. ,,,' A. LYNts Mlll'l!#fP.E. FL P.E.tl68705 AN C H O R A G E NOTES: 1. AN C H O R TYPES: 1 • 1/4' ELCO TAPCONS 2 • 1/4" ELCO SS4 CRETE-FLEX 3 • #12 SCREWS 2. AN C H O R LOCATIONS ARE BASED ON THE FOI.LOWIING £ DI M E N S I O N S : HE A D · 18 1/2" MAX. FROM CORNERS JA M B S · 17 1/2" MAX. FROM TOP CORNERS 111/2' MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SI L L • ANCHORS NOT REQUIRED il · DE T E R M I N E TliE ANHCOR QUANTITIES FOR CUSTOM ~V I E W WINDOWS FROM TABLES 7. AND 8. USING TliE I I . • J ' I I ' I ~ I ~ I ~- I ~ I ~ I u I u I u I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I v I DI M E N S I O N A L CRITERIA OF NOTE 2. USE TABLE 7. FOR AB O V E THE MEETING RAIL AND TABLE 8. FOR BELOW. i· AV A I L A B L E SASH HEIGHTS FOR CUSTOM VIEW ~ WI N D O W S ARE 12 518" MIN. TO 38' MAX. I t-1 --. . . . , 1 1 - - : : ~ : : : : . ; i J _ ; _ ' .. . l - 1 -' : . . . o . t l - : : : ' ~11 - : : • : - t l ...: · ~ 1 - - : . : : · . : - 1 1 ( - = - : . . . . J . . I .. . : • : . . . . . . j l - : : ' : u _ : - { - 1 ..:~: . . . . . . L I . . . : : . v ..JI I . . . : : ! ~ - 1 - 1 ..:~ : . . . . . . L I . . . : : . ~ - ' - 1 .. . : - - 1 - 1 ...;~ : . - - ~ 1 . . . . . : : : - . J - 1 ...: ~ ~ ~ . . . : ~ : : . . . . J I I . . . : ! ~ - L . 1 ...:~ : : . . . . f - 1 . . . : : . - -IL.. . . : ~ : . . . . J . . I ... : - ~ ~ ~. TA B L E WIDTli AND HEIGHT DIMENSION ARE FOR ~ FL A N G E D WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" L E S S . II I ~--' _ : . . I . I _: . . I _ - _ I - I - I : . I v I : . . I ~ I v I _ : I ~ I v I ~ I ~ I v I v I ~ I I v I v I I v ~~~ ~ ~ ~ ~ ~ : : ~ ~ ~ ~ ~ ~ ~ ; . , ~ ~ ~ ~ : T A B L E W I T l i A B O L D IT A L I C I Z E D VALUE ABOVE THEM, INDICATE A MAXIMUM DE S I G N PRESSURE WITH THE QUANTITY OF ANCHORS SH O W N IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PR E S S U R E FOR THE 40 . 0 0 0 44 . 0 0 0 48 . 0 0 0 RE S P E C T I V E SIZE AND GL A S S TYPE IS AV A I L A B L E . £ TABLE 7. KEY: ~PSF (O P UMITED)rnf2 HEAD 2 JA M B A B O V E 2 MTG. RAIL JA M B ABOVE 4 (FULLDPlrn HEAD--~-MTG. RAIL 1.-._,,.. RBVISilD 1\MX. PSF (D P L I M I T E D l l f f 2 1 1111,11, JA M B BELOW 2 ,,, ~ \.~.~.~.~11.(~~~/// MTG. RAH.. •' ~C>~ .. ·;ENse·· ... ~ ', \ •• \.\'v •• * ~ ;: *' ,/ No. 58705 \, , = : *~=a:: ~ \ ~1X·fr•/., / ltJ ~ ,~. . ~ -;.~ \ SlAl Of .··if,, ',,0~ ·· ... I'~ORII?~··~(j,, ,, ~~ . .. .. .. . <(:)-.. ,, '1 ,,,SIONI\\,,,, A. mlN'Mill.l:!R, P.E. FL P.E.# 58705 ~ 6 EX T E R I O R IN T E R I O R r" > '( A L L HE A D AN D SI L L DET A i L ~ l CO N C R E T E AN C H O R (S E E NO T E 1 & 3) & l 3. 3 6 KS I MI N . CO N C R E ~ E l .. ~·:·· · ·'~ .. . -: • :;·~ :. -: ·.~ 1 31 8 " MI N . , 1 / 4 ' TA P C O N ~ WO O D AN C H O R (S E E NO T E 2 & 3 ) & 1/ 4 " SS 4 CR E T E - F L E X . 3. FL A T HE A D AN C H O R S , WH E R E RE Q U I R E D , MUST HAVE 1112 TRIMFIT HEADS. 4. WO O D BU C K S DE P I C T E D IN TH E SE C T I O N S ON THIS PAGE AS 1x ARE BUCKS WHOSE TO T A L TH I C K N E S S IS LE S S TH A N 11 / 2 " . 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE IN S T A L L E D DI R E C T L Y TO SO L I D CO N C R E T E . WOOD BUCKS DEPICTED AS 2x ARE 1112" TH I C K OR GR E A T E R . IN S T A L L A T I O N TO THE SUBSTRATE OF WOOD BUCKS TO BE EN G I N E E R E D BY OT H E R S OR AS AP P R O V E D BY AUTHORITY HAVING JURISDICTION. OP T I O N A L 1x WO O D BU C K (S E E N O T E 4 ) ;.: · ~ : < ·:· : - :. :," '. •·; .1 - , 3 / 4 " M I N . , 1 / 4 " C R E T E - F L E X ~ DE T A I L A PE ! A I L f:! 6. FO R AT I A C H M E N T TO AL U M I N U M : TH E MATERIAL SHALL BE A MINIMUM STRENGTH OF 60 6 3 - T6 AN D A MI N I M U M OF 11 8 " TH I C K . THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SI Z E TO PR O V I D E FU L L SU P P O R T TO THE WINDOW FRAME SIMILAR TO THAT SH O W N IN TH E S E DE T A I L S FO R 2x WO O D BUCKS. THE ANCHOR SHALL BE A 1112 SHEET ME T A L SC R E W WI T H FU L L EN G A G E M E N T INTO THE ALUMINUM. IF THESE CRITERIA ARE ME T , TH E RE S P E C T I V E DE S I G N PR E S S U R E S AND ANCHORAGE SPACING FOR TAPCONS TY P I C A L FL A N G E D HE A D AN C H O R A G E ~j ~ i l ! l l 1 • 7 CO N C R E T E AN C H O R , FH BE L O W ME E T I N G RA I L . (S E E NO T E 1 & 3) & .' · : ~ : : . . _ _ 3. 3 6 KS I MI N . CO N C R E T E JG 1 l! " ' f ' • .... >:; OR 1. 6 KS I MI N . CM U t! , 1X BU C K OP T I O N A L WI T H SO L I D CO N C R E T E SU B S T R A T E (S E E NO T E 4 ) & I: ) I ; T A I L C MA Y BE US E D . A FL A N G E D FR A M E CO M P O N E N T MAY BE SUBSTITUTED FOR AN IN T E G R A L FI N FR A M E CO M P O N E N T FO R MULLED APPLICATIONS. FOR INTEGRAL FIN MU L L E D AP P L I C A T I O N S IT IS EX C E P T A B L E TO REMOVE THE FIN AND ATIACH TO THE MU L L TH R O U G H TH E FR A M E US I N G TH E FLANGED FRAME ANCHORAGE REQUIREMENT. 6. AN C H O R S AR E NO T RE Q U I R E D AT TH E SILL OF FLANGED UNITS. 7. MA T E R I A L S , IN C L U D I N G BU T NO T LI M I T E D TO STEEL SCREWS, THAT COME INTO CONTACT WI T H OT H E R DI S S I M I L A R MA T E R I A L S SHALL MEET THE REQUIREMENTS OF FBC CURRENT, ED I T I O N , SE C T I O N 20 0 3 . 6 . 4 (S U P P L E M E N T 2006). 0~1 J I II : ' -~Jf A • 7 :' ~ ~ ~ ~ ~ l N G & RA I L . (S E E NO T E 2 & 3) "1 1 2x W O O D B U C K (S E E NO T E 4) & DE T A I L D !r i l l B ! Q f i (A L L JA M B DE T A I L S ) EX T E R I O R .( } TY P I C A L FL A N G E D JA M B AN C H O R A G E .1 3 1 " DI A . MI N . x 2 1/ 2 ' NA I L , A A~~ g ~ ~ ~ ! - j - l & f i \ \ \ 1 1 1 - - - L 1/ 4 " J MA X . SH I M 1/ 4 " WO O O F R A M E p = J ~ ~ 111111011111 1 s ~ .1 3 1 " DI A . MI N . -D i l l HIRI I I I I I I I I ~ ~ / 1 1 / x 2 1/ 2 ' NA I L , AT CO R N E R S AN D 6 " 0 . C . WO O D FRAME .1 3 1 ' DI A . MI N . X 2 11 2 " NA I L , 11 / f f i { O \ l l \ I I I I I I I U l l l l / 1 1 ,,,''~~ ~-~-~~-~/((~ , '~ AT CO R N E R S ,... ~0 •• ··c· IONS€ ·•• •• 'i> ~ AN D 6 " 0 . C . ~ ~-.-'-~ · .. * ~ DE T A I L F, (H E A D ) _D E T A I L E, (J A M B ) DE T A I L G, (S I L L ) [ * /. No-&8705 .\ % TY P I C A L IN T E G R A L FI N AN C H O R A G E & ~ ~ r.-~~j ffi ~ ~-o -.~ •., I : W::: - -;. ~ \ 511" E F / ~ ~ ---~~---l'lQP.\0~--~(j, ... ' --,,, -s-.s;oN~~ ~"", A. L ~Nf.l MILL~J!t: ~.E. FL P.E.II68706 Toil Brothers Openings: D. 01. 02 A. J1, J2, J3, K1, K2. G1. N1. M, N2, G2, H II Lot#33/D u.~rij PGCC 'DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULA TORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGTIIId...nes 1070 Technology Drive Nokomis, Fl34275 ScoPE: MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 \VWw.minmidade.&ov/penll 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, includin the Hi Veloci Hurricane Zone. DESCRIPTION: Seriar"P'W-701"''AiuwriiiWIII Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 8f8 4 titled ''Aluminum Picture Window, Impact", sheets I through 8 of 8, prepared by manufacturer, dated 07114/03 with revision "D" dated 10/18111, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: b 11 •• ~ hapaet ResisU1at. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonnance of this product. TERMINATION of this NOA wm 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 tenninate this NOA. Failure to comply with any section ofthis NOA shall be cause for termination and removal ofNOA. 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 No. 10--()504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. NOA No.ll-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Tes4 per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Tes4 per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, T AS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FI'L-3835 and FfL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC-2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504~05) 2. Glazing complies with ASTM E1300--02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Satlex-Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) an lfG$t.Bf(), dated 10/29/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and independence, dated 1 0/29/11 , signed and sealed by Anthony Lynn Miller, P. E. E-1 Jaime D. Gascon, P. E. Produet Coatrol Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 1 O-IJ504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted IUUier previous NOA No. 1 {}-()504.08) 6. Laboratory compliance letter for Test Reports No. 's FTL-3835 and FfL-3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to POT Industries for their Series "PW- 701 Aluminum Fixed Window-L.M.I." approved on 09/22/10 and expiring on 02/19114. E-2 Jaime D. Gascon~ E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02, 2012 NO T E S : SE R i f S ?Q 1 AL U M I N U M FI X E D WI N P O W 1. DI R l C T I O N S FO R US E : A. DE T E R M I N E TH E PR O D U C T " S MA X I M U M O~ S I G N PR E S S U R E FR O M EI T H E R TA B I J : S ON SH E E T 2 (D E P E N D I N G ON YO U R Gl A S S TY P E ) . B. DE T E R M I N E TH E TY P E AN D QU A N T I T Y Of AN C H O R S RE Q U I R E D TO ME E T TH E WIN D O W S DE S I G N PR E S S U R E FR O M SH E E T 6 fO R WO O D SU B S T R A T E S , OR SH E E T 7 FO R MA S O N R Y SU B S T R A l ' E S . SP A C E AN C H O R S AP A R T EQ U A L L Y PE R NO T E S ON SH E E T . C. US E SH E E T S 3 TH R O U G H 6 TO IN S T A L L PR O D U C T , RE F E R E N C I N G NO T F S FR O M SH E E T S 6 & 7. 2. DE S I G N PR E S S U R E RA T I N G S : Nf . G A n Y E DE S I G N LO A D S BA S E D ON TE S T E D PR E S S U R E AN D AS T M E1 3 0 0 - 0 2 , 3- S E C O N O GU S T . PO S I T I V E DE S I G N LO A D S BA S E D ON WA T E R TE S T PR E S S U R E AN D AS T M E1 30 0 - 0 2 , 3- S E C O N D GU S T . 3. AN C H O R A G E : TH E 3 3 - 1 / 3 , . ; ST R E S S IN C R E A S E l: U \ ~ BE E N US E D IN Tl i E DE S I G N OF TH I S PR O D U C T . MA T E R I A L S , IN C L U D I N G BU T NO T LI M I T E D TO ST E E L SC R E W S , TH A T CO M E IN T O CO N T A C T WIT H OT H E R DI S S I M I L A R MA T E R I A L S SH A L L ME E T TH E RE Q U I R E M E N T S OF TH E FL O R I D A BU I L D I N G CO D E . LO A D DU R A T I O N , CD , OF 1. 6 WA S US E D IN WO O D SU B S T R A T E S ON L Y . 4. SH U T T E R RE O \ J I R E M E N T · NO N E RE Q U I R E D 5. MA T E R I A L S US E D FO R AN C H O R EV A L U A T I O N S WE R E SO U T H E R N PI N E , C - 9 0 CO N C R E T E MA S O N R Y UN I T S AN D CO N C R E T E WIT H MI N . KS I PE R AN C H O R TY P E , SE E SH E E T 7. 6. RE F E R E N C E S : TE S T RE P O R T S , n L - 3 8 3 5 & n L - 3 8 5 0 , NO A : 07 - 0 4 2 5 . 0 1 (U L T R A C O N ) , 03 - 0 2 2 5 . 0 5 (C R E T f .. fL E X ) , AN $ 1 / A F & P A ND S - 2 0 0 5 FO R WO O D CO N S T R U C T I O N , AD M - 2 0 0 5 AL U M I N U M DE S I G N MA N U A L . 7. TH I S PR O D U C T HA S BE E N DE S I G N E D & TE S T E D TO CO M P L Y WIT H TH E RE Q U I R E M E N T S OF TI 1 E FL O R I D A BU I L D I N G CO D E , IN C L U D I N G TH E HI G H VE L O C I T Y HU R R I C A N E ZO N E (H V H Z ) . 8. SH I M S AR E RE Q U I R E D AT EA C H AN C H O R LO C A T I O N WH E R E TH E PR O D U C T IS NO T FL U S H TO TH E SU B S T R A T E . US E SH I M S CA P A B L E Of TR A N S F E R R I N G AP P L I E D LO A D S . WO O D BU C K S , BY OT H E R S , MU S T BE SU F F I C I E N T L Y AN C H O R E D TO RE S I S T LO A D S IM P O S E D ON TH E M BY TH E WI N D O W . 9. 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EMBEDMENT PRODUCT RP.V!SED .. oomplyina wllh 1ho Florida ~~ I ,,,,.~lYNN~/''// ,, ~0~ ... ". Y(( // ,-.' .§ .. ··:;cEN.s~·· .. <"11 /"'..-.;:--'f'.·· "' ·.. -:::.. ... *. . *-~ :' No. 58705 '., ::. = i * ~ = I -.:.1)\ cA~~ .. ~r:: li m d l l ] i j o o i - I" " " ' ·I 1 1 lo.E • . u ~ 1-: ~\ oE)..O I/ /lf!: (). STA · ~' ~···.ttORII?!'>•'.'& ,,' '.·,~~to"NA..._ ~~,,,'' .. . . . . , " - ' A. {JAI>I f.AI~~i. P.E. 0 ' P.E.# 58705 ll i . . S T A L L A T I Q N DE T A I L S . FO R HA N G E D _F R A M E S SE E At i C H O R MI N . CO N C R E T E KS I SE E AN C H O R GU I D E L I N E S , SH U T 7 MI N . CO N C R E T E KS I PE R AN C H O R TY P E . -- ~ i ~,' J GU I D E L I N E S , - L SH E E T 7 f' f ' R AN C I I O R TY P E , SE E SH F f . T SE~ R S\1. ~ E l ~ ~ • ; · - - - - SE E AN C H O R CU I D E I J N E S , SH E E T 7 r - r@ MA X . r WI N D O W HE I G H T MA X . VI S I B L E LI G H T OP E N I N G 'f I]< ~ ~ 1. 5 KS I MI N . CM U . · ; . : : - . ' - I X WO O D BU C K 1 / 4 " MA X . SI I I M 2X WO O D BU C K OR FR A M I N G VE R T I C 8 L S E C T \ 0 ~ NO T E ; ~ MI N . C M J U : · · .. ' . ' > • ' fL U P U . l b . . . J " . SE E AN C H O R ' GU I D E L I N E S , SH E E T 7 9_ Q ° CO R N E R A; i ; l _ E M B L Y 1. US E ON L Y AN C H O R S LI S T E D ON SH E E T S 6 AN D 7. f' O L L O W EM B E D M E N T AN D ED C E DI S T A N C E LI M I T S . · · - - MA X . WI N D O W HE I C I H - - - - - HO R I Z O N T A L SE C T I O N A - A MI T E R E D FR A M E WI T H IN T E R I O R AN D EX T E R I O R FR A M E WE L D S (S H O W N ) OR CO R N E R KE Y S AT SC R E W BO S S E S Al l i l L E P -~O R N I : . : R AS S E M S J . Y 2. WO O D BU C K S DE P I C T E D IN TH E SE C T I O N S ON TH I S PA G E AS 1 X AR E BU C K S WH O S E TO T A L TH I C K N E S S IS LE S S TH A N 1 - 1 / 2 " . 1 X WO O D BU C K S AR E OP T I O N A l . IF UN I T CA N BE IN S T A I . L E D DI R E C T L Y TO SO L I D CO N C R E T E . WO O D BU C K S DE P I C T E D AS 2X AR E 1 - 1 / 2 " TH I C K OR GR E A T E R . lt i S T A L L A T I O N TO TH E SU B S T R A T E OF WO O D BU C K S TO BE EN G I N E E R E D BY OT H E R S OR AS AP P R O V E D BY AU T H O R I T Y HA V I N G JU R I S D I C T I O N . f 2 X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHFFT 6 ,,,,.~'i LYNN 1./1 1 11 ,,, ~~o ............ _~,,~ ,,, .::: ;t,/ \.1CENS~ •• ••• '.fl ~~ ;: * / No 58705 \ * ::_ ~1) ( 4-~·* \ ~ - -- - - · • _,_ . , _ _ ::_ ~ ·.. to J.: II ,.· {5;: . q.,"·· STA E / YJ::: "'i ) . ~.s··.':_£ORIO!:····&~,,' ,,,, s,o"N'A~ 'i:.~,,,'' ~1 Wrlrllt.l~~ ~ '~ E. P.E.f 58'/05 MI S C IN S T A L L A T I O N DF T A I L S fi N FR A M E Wl l H FI N RE M O V E D SE E AN C H O R GU I D f l i N E S , SH E E T 6 OO E B ! Q f l 1 / 4 " MA X . r SH I M ~ · - - ~ ~ FI N FR A M E Wl l H FI N RE M O V E D L P F ~ ~ FI N Ff l A M E WI T H FI N RE M O V E D SE E AN C H O R GU I D f U N t S , SH E U 7 Jt l l i B I Q R IX WO O D BU C K 1 / 4 " MA X . SH I M 1 / 4 " r MA X . SE E b . ~ _ • · . . ;'.,_ - _ . : ~ S H I M G~:~ f f f ~ S , L i i l ; :. , St E AN C H O R ~. ; •: . . . 1 . , GU I D E L I N E S , . . ·• · ' .. · •• . . . · .- . · , SH E E T 7 t • . . . .l. MI N . CO N C R E T E KS I PE R AN C H O R TY P f , SE E SH E E T 7 OR 1. 5 KS I MI N . CM U f t MI N . CO N C R E T E KS I PE R AN C H O R , SE E SH t : t r OR 1 .5 KS I MI N . CM U SE E AN C H O R GU I D E L I N E S , SH E E T 7 .r u ! . ! A L LE G FR A M E (O T H E R .[ R A M E S SI M . ) .2 X . . . . W Q Q Q SU B S T R A T E EQ U A L LE G FR A M E (O T H E R FR A M E S SI M . ) 1 X WQ O D BU C K S T R I P .. E i l l . l 8 L LE G FR A M I .( Q l l i . E J L F _ B 8 M E S . . _ _2 l , M , ) DI R E C T L Y TO MA S O N R Y FL A N G E FRAME PR E C A S T SLOPED SILL I " 1 - J / 1 ! " MI N . - - f f - - 1 4 MA X . SH I M EM B E D M E N T - - - ' I EX C L U D I N G PO I N T 1 / 8 " NO M . MI N . 11 2 ST E E L MI N . : : : : 1 1 1 / 4 " MA X . SI I I M (/ 1 2 ST E E L #1 2 ST E E L SE L F - DR I L l .l N G SM S (G 5 ) US E SA ! A E AN C H O R QU A N T I T Y & US E SA M E AN C H O R QU A N T I T Y & SP A C I N G AS SE L F -D R I L L I N G SM S (G 5 ) US E SA M E AN C H O R QU A N T I T Y , SP A C I N G & ED G E SE L r - D R I L L I N G lJ 3 Q SM S (G 5 ) US E SA M E AN C H O R QU A N T I T Y & SP A C I N G AS l L _ j lw t : : : s = t #1 2 ST E F . L -: . . . . . 0 0 . 1 . - - 1 1 1 - - ' - .. . . . . . . . . . . SC R E W ~ El U E B I Q R (S H E E T 6 ) DA D E AP P R O V E D MU L L I O N (S E E SE P E R A T E NO A ) AL U M I N U M : 60 6 3 - - T6 MI N . .1 2 5 " MI N . WA L L TH I C K N E S S 11 2 ST E E l . ~ 1 ' ] > SC R E W (S H E E T 6) ME T A L FR A M I N G AJ 6 ST E E L : F y - J 6 KS I MI N . .1 2 5 " MI N . WA L L TH I C K N E S S FL A N G E FR A M E DI S T A N C E A S J " · N 12 ST E E L .E l i T E B I Q _ R SC R E W FU L L - L E N G T H , WO O D (S H E E T 6) BA C K E D ST E E L ST U O AL L GA U G E TH I C K N E S S E S (A I T A C H M E N T BY OT H E R S ) FL A N G E FR A M E SP A C I N G AS ,1 2 ST E E L -= < v ' c o " ' u SC R E W ~ ~ (S H E E T 6) ST E E L ST U D Fy = J J KS I MI N . IB GA MI N . FL A N G E FR A M E (O T H E R _ FR A M E S SI M . ) AL U M I N U M MU L L SU B S T ~ A I T (O T H E R F R A M E S ~ ST R U C T U R . A L ST E E L s U B S T R A T E (O T H E R FR A M E S SI M . ) .s 1 I l l . . . 2 r u . Q / W O O D SU B S T R A T E FL A N G E FR A M E (O T H E R FR A M E S SI M . ) ST [ E L ST U D SU B S T R A T E NO T E S 1. US E ON L Y AN C H O R S LI S T E D ON SH E E T S 6 AN D 7. FO L L O W F. M B E D M F . N T AN D ED G E DI S T A N C E LI M I T S . 2. WO O D BU C K S DE P I C T E D IN TH E SE C T I O N S ON TH I S PA G E AS 1X AR E BU C K S WH O S f TO T A L TH I C K N E S S IS LE S S TH A N 1 - 1 / 2 " . 1X WO O D BU C K S AR E OP n O N A L IF UN I T CA N BE IN S T A L L E D DI R E C T L Y TO SO L I I J CO N C R E T E . WO O D BU C K S DE P I C T E D AS 2X AR E 1 - 1 / 2 " TH I C K OR GR E A T E R . IN S T A L L A T I O N TO Tf l f . SU B S T R A T l OF WO O D BU C K S TO BE EN G I N E E R E D BY OT H E R S OR AS AP P R O V E D BY AU T H O R I T Y HA V I N G JU R I S D I C T I O N . l~t(Jll0C1' RP.VI~BI) .. oomplying wilh tho l'lorlda DuRdl"ffCodU 11-\110 \tJ AocoplllnCO No • 1 \ ~~ Mi~~Control• J. FO R AI T A C H f . t E N T TO ME T A L : TH E ST R U C T U R A L ME M B E R SH A L L BE OF A SI Z E TO PR O V I D E FU L L SU P P O R T TO TH E WI N D O W FR A M E . :::· * ~ ..... -No. 58705 4. IF AP P L I C A B L E , LO W E R DE S I G N PR E S S U R E FR O M EI T H E R WI N D O W OR MU L L I O N NO A AP P L I E S TO WH O L E SY S T E M . \ t:i\_~* ! 0:::: :.-o· .. 10~"111 :"I.J.J2 f' n ; ; ; ; ; n R ! l G I O ; - - , . . ; = - = , - - - - - - - - - - - - - - - - - - - , . - - - - - - - , . - - - - - - - - r , : . , _ : : , : M l l : u - : : . - - - - - - - - - - - - - - - - - - - ; '-;Q ·.. STATE 0 .·)f:::: 0 ~··-.. ~tORII?~··~(;' ,,' ·,,~stoNA"-~,/' A1 Wrlrl 1 ~h~~~. P.E . 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IM P A C T 11 t 1 SIONA\. ,,,, I""' ' ; . K ~ Do l • : c .. . . . . ,. v o t e : I NO K O M I S •. F l 34 2 ' 1 4 ··; : ; ; ; ~ IN ' r s j " " ; ' .. s , .. . . ~ .. 42 6 9 - 4 1"" ' 6 A. 1 £/rl~ I "JIItlr\ 1 ~.£. 71 1 4 1 0 3 P.E.# 58705 MIAM. y.muu Toll Brothers Inc. Lot# 33/D PGCC Openings: 1. 2, 3, 4. 5, 6. 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT ~~Mt~~a•aill 1070 Technology Drive, North Veuice, Fl. 34275 ScoPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786)3 15-2599 www.miamidade.gov/peral 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 inc) i e Hi i DESCRIPTION: Series "PGT" Clipped E1tnMd Aa-i•-Twbe M.._-LM.I. APPROVAL DOCUMENT: Drawing No. ~titled "Impact-Resistant Aluminum Tube Mullions", sheets l through 22 of22, prepared by manufacturer, dated 08/29111, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMP ACT RATING: Large 8lld SIUil Millile J.paet RaistaDt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeVseries, 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 ~OA # 10-0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-0922.01 Expiration Date: May 26,2016 Approval Date: December 08, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIITED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 22 of22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, T AS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FfL 6443 (samples A-1 thru E-1), dated 02128-11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06,2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal# 10-1070-R issued by BNC to POT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their POT Series Aluminum Clipped Mullion-L.M.I., approved on 05/26/11 and · · ng on 05/26116. 4 M ue Perez, P.E. E-I Product nt I Examiner NOA No. 11-0922.01 Expiration Date: May 26,2016 Approval Date: December 08, 2011 SU I T A B L E FO R AL L LO C A T I O N S RE Q U I R I N G NO N - I M P A C T OR LA R G E AN D SM A L L MI S S I L E IM P A C T - R E S I S T A N T PR O D U C T S FI G U R E 1: MU L T I P L E MU L L I O N S r OP E N I N G WI D T H F~ " VE R T I C A L MU L l -l / ' SE E DE T A I . S A· D , G , H ; _ _ ~~ E T S 2 - 3 _ "'~: ; . . ... , ,, , .. . . . . . . . . . .,. . - ; _ . . . 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AN C H O R S SH O W N AR E IN AD D I T I O N TO AN Y AN C H O R S RE Q U I R E D FO R TH E FE N E S T R A T I O N PR O D U C T IN S T A L L A T I O N , TY P I C A L AP P L I C A T I O N S AR E SH O W N . EA C H SI T U A T I O N IS UN I Q U E AN D SH O U L D BE EV A L U A T E D BY AN EX P E R I E N C E D IN S T A L L E R FO R TH E BE S T IN S T A L L A T I O N ME T H O D . OP T I O N A L 1 X OR 2X WO O D BU C K S IF US E D , MU S T BE AN C H O R E D PR O P E R L Y TO TR A N S F E R LO A D S AN D AR E TO BE DE S I G N E D BY OT H E R S . 2) TH E TY P E AN D NU M B E R OF AN C H O R S IS CR I T I C A L TO TH E ST R L I C T U R A L PE R F O R M A N C E OF TH E MU L L E D UN I T S . 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TH E 1. 6 L O A D DU R A T I O N FA C T O R WA S US E D FO R TH E EV A L U A T I O N OF WO O D SC R E W S . 4) PR O P E R SE A L I N G OF EN T I R E AS S E M B L Y IS TH E RE S P O N S I B I L I T Y OF OT H E R S AN D IS BE Y O N D TH E SC O P E OF TH E S E IN S T R U C T I O N S . 5) US E TH E CO M B I N E D WI D T H OR HE I G H T OF ON L Y TW O AD J A C E N T FE N E S T R A T I O N PR O D U C T S TO DE T E R M I N E PR E S S U R E S AN D AN C H O R A G E FO R TH E CO M M O N MU L L I O N , SE E EX A M P L E S ON TH I S SH E E T AN D SH E E T 21 . FO R MU L T I P L E UN I T S , CO N S I D E R ON L Y TW O AD J A C E N T UN I T S AT A TI M E WH E N US I N G TH E DE S I G N PR E S S U R E AN D AN C H O R A G E TA B L E S . TH E LO W E S T DE S I G N PR E S S U R E OF MU L T I P L E MU L L I O N S OR FE N E S T R A T I O N PR O D U C T S SH A L L AP P L Y . 6) WH E N FI N D I N G YO U R SI Z E IN TH E MU L L I O N TA B L E S , AL W A Y S RO U N D UP TO TH E NE X T SI Z E SH O W N ON TH E TA B L E ( $ ) . 7) AN C H O R EM B E D M E N T TO BA S E MA T E R I A L SH A L L BE BE Y O N D WA L L DR E S S I N G OR ST U C C O . WO O D BU C K S BY OT H E R S , MU S T BE AN C H O R E D PR O P E R L Y TO TR A N S F E R LO A D S TO TH E ST R U C T U R E . AN C H O R S SH A L L BE CO A T E D OR CO R R O S I O N RE S I S T A N T AS AP P R O P R I A T E FO R SU B S T R A T E MA T E R I A L DI S S I M I L A R MA T E R I A L S SH A L L BE PR O T E C T E D AS RE Q U I R E D TO PR E V E N T RE A C T I O N S . 8) RE F E R E N C E : TE S T RE P O R T S : FT L - 8 4 4 3 ; EL C O Ul . TR A C O N / A G G R E - G A T O R NO A ' S ; AN S V A F & P A NO S FO R WO O D CO N S T R U C T I O N ; AD M - A L U M I N U M DE S I G N MA N U A L 9) MU L L I O N S AN D CL I P S HA V E BE E N DE S I G N E D & TE S T E D TO CO M P L Y WI T H TH E RE Q U I R E M E N T S OF TH E FL O R I D A BU I L D I N G CO D E , AN D AR E AP P R O V E D FO R IM P A C T AN D NO N - I M P A C T AP P L I C A T I O N S . MU L L I O N S AR E ON L Y TO BE US E D WI T H PG T - A P P R O V E D FE N E S T R A T I O N PR O D U C T S HA V I N G CU R R E N T AP P R O V A L S . 10 ) MU L L I O N S AR E IN CO M P L I A N C E FO R US E IN TH E HV H Z . IN S T R U C T I O N S : 1) DE T E R M I N E TH E DE S I G N PR E S S U R E RE q U I R E M E N T (k B S t f r ) FO R TH E OP E N I N G US I N G TH E A8 C E · 7 ST A N D A R D . 2) CH O O S E A MU L L I O N TY P E TH A T WI L L FI T TH E DE P T H OF TH E FE N E S T R A T I O N PR O D U C r S FR A M E DE P T H . 3) RE F E R TO SH E E T 22 TO DE T E R M I N E IF TH E WI N O LO A D I N G IS "R E C T A N G U L A R " OR "T R I A N G U L A R / T R A P E Z O I D A L " . GENERAL NOTES ........................... 1 INSTRUCTIONS ............................... I ELEVATIONS ................................... 1 MULL TO 2X WOOD ........................ 2 MULL TO IX & MASONRY .............. 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL ............................... 3 ANCHOR SPECS ............................. 3 AL TI!RNATATE CLIPS ..................... 4 BAY MULL INSTALLAnoN .............. 4 1 X 2 X .12G MULL 6PECS ............... 5 1 X 2 X .37& MULL SPECS ............... 6 1 X 2.76 X .37G MULL SPECS .......... 7 1 X 2.70 X .66 MULL SPECS ............ 8 1 X 3.12& X .1100 MULL SPECS ........ g 1X4X.1a-• zea.: ......... ICt 1 X 4 X .37G MULL SPECS ............... 11 1.2GX 3.188 X .286 MULLSPECS ... 12 2 X 4 X .26 MULL SPECS ................ 13 2 X 6 X .2G MULL SPECS ................ 14 1.28 X 2.11 X .126 MULL SPECS .... 15 30' X 3.28 BAY MULL SPECS ......... 18 46' X 3.26 BAY MULL SPECS ......... 17 MULLION I CLIP DIMENSIONS ...... 18-20 EXAMPLES 1 I 2 .............................. 21 LOADING EXAMPLES ...................... 22 ~~g~~~ ~~!~i! ~I 0 :::; I --- 1 L:C . ~ r t - I o P e i i N G WI O T H - "I l -- r- HO R J Z . MU u LE N G T H - - t r -/ r I .. __ . OP E I< G O P E N I N r J MU L L [ J :~~7 .l H E I T I ' LE N G T l H - MIJ I . L J L:'~ ~ H - - \ : : . J 4) FI N D TH E CH O S E N MU L L I O N ' S MU L L I O N CA P A C I T Y CL B S / F T ' l FR O M TA B L E S 1A TH R O U G H 13 A , ON SH E E T S 6 TH R O U G H 17 RE S P E C T I V E L Y , US I N G TH E MU L L I O N TY P E , LE N G T H AN D OP E N I N G WI D T H OR HE I G H T (D E P E N D I N G IF TH E MU L L I O N IS SP A N N I N G VE R T I C A L L Y OR HO R I Z O N T A L L Y ) . TH E MU L L I O N CA P A C I T Y !L B S / F r l OB T A I N E D SH A L L ME E T OR EX C E E D TH E DE S I G N PR E S S U R E RE Q U I R E M E N T !L I ! S I F T ' l FO R TH E OP E N I N G OB T A I N E D IN ST E P 1) . 5) FR O M TH E SA M E TA B L E US E D IN ST E P 4) AB O V E , FI N D TH E VA L U E IN TH E NE X T CO L U I I . f > l AN C H O R CA P A C I T Y RE Q U I R E D CLBS). 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FR O M FI G U R E f AB O V E . _J OP E N I N G WD T H l FO R VE R T I C A L MU L L --I F ~ : ~ ~ ~ ~ L L MU L T I P L E MU L L I O N S 7) IF TH E MU L L I O N CA P A C I T Y (L B S / F T ' ) OB T A I N E D IN TH E TA B L E IS HI G H E R TH A N TH E DE S I G N PR E S S U R E RE Q U I R E M E N T CL B S / F T ' ) FO R TH E OP E N I N G , YO U MA Y US E TH E "A N C H O R CA P A C I T Y AD J U S T M E N T FO R M U L A " TO OB T A I N TH E LO W E R AN C H O R CA P A C I T Y RE Q U I R E D . WI T H TH I S VA L U E A LO W E R AN C H O R CA P A C I T Y OP T I O N MA Y BE SE L E C T E D FO R TH E SA t . E SU B S T R A T E 8) VE R I F Y TH E DE S I G N PR E S S U R E RA T I N G (L B S / F T ' ) FO R TH E FE N E S T R A T I O N PR O D U C T TO BE US E D AN D CO M P A R E WI T H THE FINAL MU L L I O N CA P A C I T Y IL B S ! F r l OB T A I N E D FO R TH E MU L L I O N SY S T E M . TH E LO W E R OF TH E TW O SH A L L AP P L Y FO R TH E EN T I R E MU L L E D FE N E S T R A T I O N PR O D U C T AS S E M B L Y . 9) HI G H L I G H T OP T I O N US E D AN D TA B L E VA L U E S US E D IN A SP E C I F I C AP P L I C A T I O N WH E N US I N G TH I S NO A TO AP P L Y FO R A PERMIT. ~ -+c / NO-&&705 ••.•. ~ = : ij~:o:::C ~"1)·· •• a loltl ; w~ -;.-'P. '·. .,.. ~e.bF ,: l:!f:::: ... 0. ~· . ~' ...// ~~---.,l"lOP.\1?!:··~0 , .... ' //'t,sst'oN~"-~."" A. LYN'N'NII~Il!:lt_'~.E. FL P.E.# 58705 DE T A I L A: MU L L I O N TO 2X WO O D BU C K OR WO O D FR A M I N G (O F F S E T CL I P SH O W N ) .EI T H E R T ~ ST A N D A R D OF F S E T MU L L CL I P W . Y I I I ! IN S T A L L E D .. BY TH I S ME T H O D . SE E SH E E T S 20 F O R H O I . E ~MULLI O N ED G E OC A T I O N S DI S T A N C E FO R W O O D G SC R E W S .. 2W M A X F O R Al L MU L L I O N S ~ TY P . A N C H O R PE R 8U 8 1 T R A T E . / := • s 1e - 1 o a / i - + D I 8 T A N C I ! SE E TA I I L E I I 18 - 1 0 8 :: : - : : . ' ~·: .~.· •. ~: .1 : :' · -- , .; . : . ' . : . ::·.~· ~ .. . ::: · : .' . ' • . • 1 . . . . . . . . SI D E VI E W FR O N T VI E W IN S T A L L A T I O N NO T E S : 1) AN C H O R EM B E D M E N T TO BA S E MA T E R I A L SH A L L BE BE Y O N D WA L L OR E S S I N G OR ST U C C O . 2) QU A N T I T Y OF AN C H O R S AN D MU L L I O N SI Z E SH O W N AB O V E AR E FO R PI C T O R I A L RE P R E S E N T A T I O N ON L Y . BE C A U S E TH E AN C H O R CA P A C I T Y IS BA S E D PA R T l Y ON TH E AN C H O R TO AN C H O R DI S T A N C E , TI E CO R R E C T QU A N T I T Y AN D LO C A T I O N OF AN C H O R S MU S T BE FO L L O W E D , RE F E R TO TH E TA B L E S ON TH E FO L L O W I N G SH E E T S . FO R DE T A I L S A· D , EI T H E R TH E ST A N D A R D OR IN T E R I O R CL I P MA Y BE US E D . 3) AN C H O R HE A D TY P E MA Y BE PA N H E A D , HE X H E A D OR FL A T H E A D . 4) WO O D BU C K S AR E OP T I O N A L , SE E DE T A I L C, SH E E T 3. 5) FO R MA S O N R Y AP P L I C A T I O N S IN MI A M I - D A D E CO U N T Y , US E ON L Y MI A M I - D A D E CO U N T Y AP P R O V E D EL C O UL TR A C O N OR EL C O 1/ 4 " S. S . AG G R E G A T O R MA S O N R Y AN C H O R S . ~ MU L L I O N AT T A C H E D TO 1X WO O D BU C K AN D MA S O N R Y (S T A N D A R D CL I P SH O W N ) .. " ·: ; · TVP.ANCHOR ··PER SUBSTRATE, J SEE SEE TABLE818-10S P : : ' i - : o > : : > > : : > > j b l ; > ; : , f-T--r--.ar-~ .. . . :~ . : ~ ' MI N 2. ; K s J "'• • • : CO N C R E T E OR CMU EO G E DI S T A N C E · FO R M A S O N R Y AN C H O R S ~ ... j ·:. '. EDGE 1--~-~~~~ABLES 18·108 SIDE VIEW EiTHER THE~ STANOARO OFFSET MULL CLIP MAY Ill! INSTALLED BY THIS METHOO. T -- •. ~-.. . . •· • · · ·. ·. ' e~ r · ~ : . , . : _w , L .. ~ · .. ·-~ ·~ "' ,, . ) • . ~~;f. :. · . : .. . .·. , ~ .. MI N 2. 7 KS I CO N C R E T E OR CM U FR O N T VI E W I I IIIII I If/ ,, ' ~ \.TNN /111! ''/ ,, _,& .-........ ··''e /, ,' .$;:-''··'\)CE.NSE • ... i-f> "~ 2~ .. · ··.*~ ::: * :' NO-58705 \ ::. ~ i ~)c::~ ~~ ·._ 4·?sol1\ _: LJ.J: -:,~ ·.. ~~~iEoF :' !#~ ',,. OA'..::· · ••. l''tORIO!':·· :_\.<J" ,~ .../ <..'.S .. .. .. •• ~\.-,, /// ,,,SIONA\. I''',, A. LY~N'MIU~k. P.E. FL P.E.# 58706 DE T A I L C : MU L L I O N DI R " ' E C T ' C ' Y A T T A C H E D TO MA S O N R Y ST R U C T U R E (S T A N D A R D CL I P SH O W N ) tErrH E ' R t H ~ - rA N D A R D OF F S E T MU L L CU P MA Y B E NS T A L L E O B Y HI S ME T H O D . c:: : > EX T E R I O R TV P . A N C H O R ·- P E R SU B S T R A T E , SE E TA B L E S 18 - 1 0 8 .. f:BUC K S T R ~ P - AN D ·· nA a ~ M e N T BY OT H E R S , SE E NO T . E 1, 8H I ! I ! : T t. ~ TV P . A N C H O R - P E R SU B S T R A T E , . SE E TA B L E S 18 · 1 0 8 ! . ED G e • . • " ~- ~ .. . J - D l 8 T A N C E SE E TA B L E S MI N 2. 7 KB I CO N c i i E T ! OR CM U FR O N T VI E W MI N 2 . 7 k 8 1 C O N C I U : T E O R C M U 18 · 1 0 8 SI D E VI E W IN S T A L L A T I O N NO T E S : 1) AN C H O R EM B E D M E N T TO BA S E MA T E R I A L SH A L L BE BE Y O N D WA L L DR E S S I N G OR ST U C C O . 2) QU A N T I T Y OF AN C H O R S AN D MU L L I O N SI Z E SH O W N AB O V E AR E FO R PI C T O R I A L RE P R E S E N T A T I O N ON L Y . BE C A U S E TH E AN C H O R CA P A C I T Y IS BA S E D PA R T L Y ON TH E AN C H O R TO AN C H O R DI S T A N C E , TH E CO R R E C T QU A N T I T Y AN D LO C A T I O N OF AN C H O R S MU S T BE FO L L O W E D , RE F E R TO TH E TA B L E S ON TH E FO L L O W I N G SH E E T S . FO R DE T A I L S /W J , EI T H E R TH E ST A N D A R D OR IN T E R I O R Cl . . l ' MA Y BE US E D . 3) AN C H O R HE A D TY P E MA Y BE PA N H E A D , HE X H E A D OR FL A T H E A D . 4) WO O D BU C K S AR E OP T I O N A L , SE E DE T A I L C, SH E E T 3. 5) FO R MA S O N R Y AP P L I C A T I O N S IN MI A M I - O A D E CO U N T Y , US E ON L Y MI A M I - D A D E CO U N T Y AP P R O V E D EL C O UL TR A C O N OR EL C O 1/ ' f ' S. S . AG G R E G A T O R MA S O N R Y AN C H O R S . FR O N T VI E W t 2 EX T E R I O R DE T A I L E· ~[J 1 2 0 ' M I N . MU L L I O N TO MU L L I O N r IN T E R S E C T I O N I . ' (U - C L I P ) VA R I E S , . - . \ l_ · ~ 1) MA Y BE INSTALLED IN "TEE" OR "CROSS" IN T E R S E C T I O N S . 2) MA Y BE INSTALLED HORIZONTALLY (S H O W N ) OR VERTICALLY. 3) SE E U-CLIP DRAWINGS, SHEETS 18-20 FO R CO R R E S P O N D I N G MULLION. TO P VI E W -1 FR O N T VI E W DE T A I L D : MU L L I O N AT T A C H E D TO ST E E L ST U D (S T A N D A R D CL I P SH O W N ) TY P . AN C H O A f. D ~ SE E TA 8 L E 8 1 B - i 0 1 ! 1 ~ -- p e R SU B S T R A T E . SE E S H E E T S 11 1 1 2 ST E E L SCREWS, BE L F - O R I L U N G OR PRE·DRLL MU L L I O N AND USE SMS ED G E DI S T A N C E SE E TA B L E S 18 - 1 0 8 ® SIDE VIEW ® '. . . . . 18 - 2 0 FO R . ' , : ' , , LD C A T ~ I ~ = = = = = = ~ ~ ~= = ' ~ M U L L I O N ' ~ / ~ FO R ST E E L 8T U D 8 TH I N N e R TH A N 18 GA AN D CO M P L I A N T WI T H TH e F l BU I L D I N G CO D E , A 2X WO O D BA C K E R W S T US E D . AT T A C H M E N T BY DT H E M . US E WO O D AN C H O R SP E C S ~ 1) FO R 2X WO O D - B A C K E D ST E E L ST U D S , WO O D AN C H O R VA L U E S MA Y BE US E D . 2) SE E CO R R E S P O N D I N G MU L L I O N TA B L E S , SH E E T S 5· 1 7 , FO R QU A N T I T Y OF SC R E W S . Qj) ® SI D E VI E W EDGE DISTANCE 8EETA8LES 18-108 ,>'' '0 \\-1. ~-'·'~~~-'!!'l( .,,,, ,'~~--·~;cENS~·-.• ~-f> ...-,...,... 2' ~ ... · .... * ~ = * _! 1'10-58705 .... :: =: ~:cr= ~-o ·· .. ~-~.\II / IJJ~ -:,~ ·.. %,~OF .-' J;y~ .... 0. s . ,:::;;;-, ........ , ~~·· ••. ~'tORII?!':··~(j ,,' '',,,~~,-oNA.\.. ~-·''' '''' IIJJ.I_l''' A. LYNN Ml ER, P.E. FL P.E.# 58705 DE T A I L F : FI E L D - M O D " i F i E i 5 " M U L L I O N CL I P (F - C L I P ) / r:: : : ; > EX T E R I O R EX T E R I O R 0 ED G E DI S T A N C E PE R : AN C H O R IN T O WO O D , ST E E L , Al . U M , CM U OR MA S O N R Y NO T E S FO R IN S T A L L A TI Q N OP T I O N S F: SE E OE T A i t S A- ! , - SH E E T S a AN D 3F O R IN S T A L L A T I O N TO SP E C I I ' ! C SU B S T R A T E S . e~v~J ' H1 · x • · x . 1 2 & I SH O W N W:U I O N I ST A N O A R O CL I P TO B1 ! MO O I F E D N- F I E L D , 1) DE T A I L IS NO T AP P L I C A B L E FO R TH E BA Y OR 1. 2 6 " X 2. 1 1 " X .1 2 C " M U L L I O N . 2) SE E TA B L E S 1B - 1 0 B FO R AN C H O R QU A N T I T I E S AN D SH E E T S 18 - 2 0 FO R HO L E LO C A T I O N S . 3) TH E 2X 5 CL I P IS NO T SU I T A B L E FO R TH I S AP P L I C A T I O N . DE T A I L H: BA Y MU L L I O N IN S T A L L A T I O N (A N G L E CL I P ) r- ~ F - 1 DI S T A N C E "" R AN C H O R -~ .. . . . . . . TO P VI E W NO T E S FO R IN S T A L L A T I O N QP ! I O N G & H; TY P . A N C H O R -- P E R SUBSTRATE, SE E TABLES 128 OR 13B e 1) US E 2 AN G L E CL I P S PE R MU L L I O N EN D . CL I P S MU S T BE IN S E R T E D IN S I D E OF MULLION. 2) DE T A I L G; SE E TA B L E S 18 - 1 1 B FO R AN C H O R QU A N T I T I E S AN D SH E E T 8 1 8 - 2 0 FOR HOLE LO C A T I O N S . 3) DE T A I L H: SE E TA B L E S 12 8 OR 13 8 FO R AN C H O R QU A N T I T I E S AN D SHEETS 18-20 FOR HO L E LO C A T I O N S . 1'1\0DtJCT REVISilO .. <Oinpf~ wllh "" Pluriobo OullcllilaCWo Acoopoance No I.Ji8Ji!llj . Olio 1'-,,''-w-'1 ~~_Mill.,,,, , ... +IJ'.> eNsi'··.~-1' < .. .:::'$/ "'c ·· .. *~ § * / \'10 58705 ..... ~ ::. ~ /',~.......--~ ~ = -·lA. ·UJ-~"0 ·.. 11 .. Ill :" !J.J~ ;~ ·. S ~TEl:)~ : ~' ~,O,.<-~·· .. :"lORII?!':··~cJ,,.::: ,,,,,,ss,-oNf..'-«:.:,,,·' ''lt.J ,,,,\ A. LYNN MILLER, P.E. 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W I N 27 0 1 b o 21 1 0 1 b o 35 4 1 b o 74 0 1 b o 48 1 1 b o 11 1 4 1 b o 11 8 2 1 b o .. . . . 42 0 1 b o 11 0 0 1 b o OP E N I N G , WH E N IT IB LO W E R THAN TI-E MULLION .li~ 4 - 0 1 . 1 f " M i n . O . C . I 8 1 - ( G r " " " ' ) " " " ( F o . 2 ) : .. . . . . 70 0 1 b o NI A NIA NIA NI A 38 0 1 b o NI A NIA rt ' A . . A NI A 80 2 1 1 1 14 0 lb o 11 2 0 1 b t CA P A C I T Y (F R O M TH E TA B L E ) OF THE SELECTED :::IE J ~~ 4 An o h . . . 0 :1 ' Min . O. C . I (2 ) 2x 8 ~l o Cl l p l I (F l o . 3) : 71 1 0 lb o 78 0 1 b o 11 0 0 1 1 > 1 11 1 0 0 / b o 11 1 . 9 1 1 1 1 1 11 4 0 1 b o .. . . . NI A 71 1 0 1 b a . ... .. . . . . 23 8 4 1 b o 8e 2 1 b o .. . . . . 11 2 0 1 0 1 MU L L I O N . IT WI L L YI E L D A MINIMUM ANCHOR M-• 2 An o h o r o 0 a4 6 " Min . o. c . 1 IJ . C f t , . ln 1 o 11 1 " Al u m . (F f o . 4) : NI A NI A NI A NI A NIA NI A NI A " A N/ A NI A NIA NI A NI A NI A 71 f l b o CA P A C I T Y WH I C H MA Y BE USED TO QUALIFY 1 An c h o r I F. Q i p (F 0 . O)· .. . . . IN i b o 22 0 lb o 44 6 1 1 1 11 2 2 1 1 1 13 1 1 b o t• O i b l 1 n l b o 37 0 . . . 23 4 1 b o 33 2 1 t . 00 1 1 b o 18 . 3 1 b o 21 0 1 M 28 0 1 b o AD D I T I O N A L AN C H O R OP T I O N S FROM THE 2 An o h o r a 0 1. 18 " Mi n . O. C . / P. Q t p fl f . 8: 24 0 1 b o 38 0 1 1 > 1 NI A NIA NI A NI A 1t 0 1 b o . . A N/A N/ A N/ A NI A .. . . . . 42 0 1 ~ "" " " " AN C H O R CA P A C I T Y TA B L E . NO T E : FO R TH E OF F S E T CL I P , US E TH E SA M E AN C H O R PA T I E R N AN D AN C H O R VA L U E S AS TH E ST A N D A R D CL I P . FI G U R E 1: FI G U R E 2: TA B L E NO T E S : ,. II II . , , . II II ., I'RODUCT REVISilD 1) SE E SH E E T 1 FO R IN S T R U C T I O N S ON US I N G TH E TA B L E S AN D SH E E T 22 FO R IN F O R M A T I O N ON LO A D I N G . ns con>plyiua whh tho Plorldo 0 0 • • SE E Sl - E E T S 2- 4 FO R GE N E R A L IN S T A L L A T I O N ME T H O D S . - j 1. 0 0 0 " t-· DuildlnaCodo lf·rAIJ!l..O/ 1\C<eptanoeNo ti. 1[ ] E ~z:Dolo 2) LI N E A R IN T E R P O L A T I O N BE T W E E N MU L L LE N G T H S AN D / O R OP E N I N G WI D T H S IS AL L O W A B L E . By '~.:.Ju;;. FI G U R E 3: I II II I 3) MU L L I O N AN D MU L L I O N CL I P S SH O W N AR E NO T TO SC A L E . FO R EX A C T DI M E N S I O N S , SE E Sl - E E T S 18 - 2 0 . ~ll!bwlo~::~ • • • • AL L MU L L I O N CL I P S MA Y BE FA C T O R Y MA C H I N E D AN D CO N T A I N UN U S E D HO L E S . HO L E S MA Y BE DR I L L E D IN \IIIII II TH E FI E L D FO L L O W I N G DI M E N S I O N S SH O W N ON SH E E T S 18 - 2 0 . J .126" ,,'' ~"l..~Y.~.~.!'!Il(/11 ~~ AN G L E CL I P MU S T BE US E D IN PA I R S . 4) SU B S T R A T E S : CO N C R E T E SH A L L CO N F O R M TO AC I 3 0 1 SP E C I F I C A T I O N S . HO L L O W AN D GR O U T - F I L L E D .,:'' ~~Q_ .. · 1 cENSE . · ••• 1' ~~ FI G U R E 4 : FI G U R E 6: FI G U R E 6: CO N C R E T E BL O C K UN I T (C M U ) SH A L L CO N F O R M TO AS T M C- 9 0 . WO O D SH A L L BE PR E S S U R E · TR E A T E D f '.;t·· ~ ·.*.-:... YE L L O W SO U T I - E R N PI N E WI T H AN SG OF 0. 6 6 . AL U M I N U M SH A L L BE 60 8 3 · T ~ .A N D BE A MI N I M U M OF .1 2 5 " ~ * ./ No 58705 ..... ~ ~ II II 01 II II ., TH I C K . ST E E L ST U D S TO BE A MI N I M U M GR A D E 33 AN D .0 4 e " TH I C K (1 8 GA U G E ) . ST R U C T U R A L ST E E L TO BE AT 1" X 2' X .1 2 6 " MULLION LE A S T .1 2 5 " TH I C K AN D A3 6 . AL L AN C H O R S IN T O ME T A L SH A L L EX T E N D AT LE A S T 3 SC R E W TH R E A D S BE Y O N D =: ~::: • • TH E MA T E R I A L ~~:....{).~·'11 / mi o:;.-P, ·. sT ~eOF ,·' ~ .. ' ~~~o-<-···· .. l'loR'\?!:··~0 .... ' 't ~.s' ........ <(::: , .. 11 t 1 ,SIONI\\. ,.·' A. LYNI-I MtL'i:EFt. P.E. FL P.E.# 58705 TA B L E 2A Mu l l i o n Co p a c l l v T8 b 1 e ob d ' 1 - Op t n l n g Wl d l h (l o r 111 1 r 1 i c a l l y - l p a m l ~ mu l l l o n a ) o r Op e n i n g He i g h t (f o r ho r l z o n l a l l y - a p a M i n g m u l l . , . ) ... . .., . ~~ I ~ ~ I ~~ I m ~ I m ~ 14 0 ~ ti i O i n R O . ~ ~ Re c l o n g l . < " ' t i i i i > n " - . R o c l q . . . T. . . , . r o t o n o . - ,. . . . - r r l . , . R o c l q u l • ~ - Ro o - w ,. , . . , . . , . a . ; g : - ~ ' T ~ ~ -t i i i j i ! T I I o n Q . - - - . . . . . . . , _ , 1 x 2 x .3 7 B L Lo o c l n g L . _ ~. . LO i d l n g Lo o c l n o L . . dl n g Lo o c l n g Lo o m n g Loo ~ n g Lo o d l n g L - Lo o c l l n g Lo o c l n g Lo o ® a "" " " " " ' LOO d ~ L - Lo o d l n g ~i~~ b e i J J~ i J, J 1l J J1 J J1 J h J 1~ J 1~ 1 J1 J J' 1 1l (i j , I 1~ I 1~ I 1~ I J' J J1 I J1 n n n 11 u 11 n H n H n Jl n Hu H n 11 u H n H niH n 11 n II u H n 11 n 11 n tl 42 1 n 17 0 . 0 82 0 11 0 . 0 43 5 15 1 . 3 88 2 11 0 . 0 -4 7 1 12 9 . 7 11 2 11 0 . 0 ao e 11 3 . 5 ae z 1H . I S &1 1 10 0 . 8 88 2 te a . t 51 7 eo . e I! I C 11 1 . u 15 1 7 75 . 7 e a 18 8 . 1 &t 7 14 . 9 88 2 t l l . t 51 7 se . ? 88 2 16 8 . 9 51 7 •e r n 12 1 . 1 50 7 13 1 . 0 4 t t 1 0 u &o7 11 1 . 2 -4 1 0 ee . e 60 7 10 1 . 1 40 3 7t . o 10 1 10 2 . 8 31 1 &7 . 1 50 7 w. e 31 7 eo . e 61 1 1 av . o 38 8 ao . 7 10 7 oe . o an •: s . 4 &0 7 te . o He :1 1 . 0 &o 7 ee . o se e ao . e 2 0 1 n to : u 46 8 11 4 . 8 37 & 81 . 4 45 5 oe . t s7 t 74 . 1 48 1 eo . s 31 4 e . u 46 8 ac . e 31 0 &7 . 8 •e e 11 . : s a& 7 11 . 1 1 • • eo . o w 43 . 2 45 8 eo . o aa e 37 . 0 48 8 eo . o H & st . 4 41 8 eo . o H e 64 rn 86 . 4 40 0 93 . 3 33 1 71 . 2 40 0 eo . t m 11 . 0 40 0 72 . 7 an &3 . 4 40 0 87 . 3 :1 1 1 47 . 4 40 0 64 . 0 at s <4 2 . 7 40 0 11 . 3 31 4 u. e 40 0 &1 . 1 31 1 30 . & •o o 01 . 1 11 3 at . 7 40 0 e t . l S1 S i I lO i n 82 . 3 32 4 88 . 8 27 8 51 . 1 32 4 &7 . 1 21 0 •• · • u . 61 . 2 21 4 31 . 8 12 4 48 . 8 2e 0 34 . 1 JZ 4 41 . t 26 7 31 . 1 32 4 •2 . 0 26 6 28 . 0 »c •o . a 26 3 22 . 2 32 - 4 40 . & :z a : s 18 . 1 3M 40 . 6 a s es l n 5: ! 1 . 1 2N 67 . • 21 1 2 44 . 1 21 M •; . : z 24 8 sa . • 28 4 •s . e 24 1 33 . 8 21 M ao . e 23 7 28 . 8 2M s7 . 1 23 4 21 . 8 2r w 35 2 23 2 22 . 4 21 4 33 . 6 23 0 18 . 2 29 . e s:s . • 23 0 11 . 1 28 4 33 . . 4 23 0 El e l n 4$ . 1 2f 8 41 , l l 21 0 38 . 0 8 •2 . 4 22 6 33 . 4 28 8 17 . 6 22 1 21 . 2 28 8 34 . 1 21 1 28 . 0 28 8 31 . 8 21 1 23 . 4 2$ 8 2U I 21 2 11~ . 6 21 8 28 . 0 21 0 18 . 7 28 8 27 . 7 20 1 14 . 8 28 8 27 . 7 20 1 '7 2 1 n 31 . 0 22 6 37 . 8 1 H 30 . 0 22 5 32 . 2 18 1 25 . 7 22 5 28 . 4 11 8 22 . 6 22 8 2S . t 18 5 20 . 0 22 5 23 . 6 11 2 11 . 0 2~ 22 . 1 18 0 16 . 0 22 1 20 . 3 17 7 12 . 8 22 1 11 . 8 1'7 8 11 . 3 22 5 11 . 8 17 8 78 l n 3C . I 20 2 32 . 0 17 7 28 . 6 20 2 2' 1 . 2 17 3 21 . 8 20 2 n . t 17 0 18 . 2 20 2 21 . 1 18 7 11 . 0 20 2 11 . 1 1M 16 . 3 20 2 tl . 4 11 3 12 . 1 20 2 11 . 7 te o 10 . 1 20 2 tl U 16 1 1. 1 20 2 11 1 1 t& a 71 1 n 28 . 3 18 2 21 . 8 11 1 8 23 . 8 1e 2 2& . 1 16 6 20 . 2 11 2 22 . 0 16 2 17 . 7 18 2 11 . 7 16 8 16 . 7 18 2 11 . 1 16 7 14 . 2 tl 2 11 . 8 18 6 11 . 1 11 2 15 . 2 1& 2 10 . 1 18 2 14 4 11 0 1. 1 11 2 14 . 2 15 0 80 In 1U I 14 4 11 . 0 12 8 18 . 4 14 4 11 . 1 12 8 ll t l l n I t U I t7 7 I t U I 11 3 TA B L E 2 B AN C H O R CA P A C I T Y AD J U S T M E N T FORMULA: An c h o r Ca p o c l l y Ta b l e (l b e ) _, , . , :z n . C o n e .. . . . Ui < Co n o . Ho l l o w C I A U Ar c h o r Cl i p Pa l l e r n o An c h o r Ty p e : 31 1 1 " El c o Ul t r e o o n 11 4 " El c o 1. J 1 t N o o n I 61 ~~. : : : I 3118 ~ l! l e o uttr ~ c c n 1/ 4 " El c o I. A t ~ ,. I 2- 1 1 2 ' ' 1· 1 M · 1· 1 1 4 " !d g o D I I I . _ i i O ) : . . i/ 2 " lm b l c t r M n t On ) : 1· 1 1 4 " 1W SS El c o , l l 1 8 " li l c o AH f l l o . l o t 1. 1 1 * 0 1 ' 1 2" I .1 , . . t- 1 1 4 " 1· 1 1 4 " II H J e d C M U PT W o o d - 1/ 4 . 8 8 Efc o l , , 0 St M I I fl 1 1 2 BI N I I 11 2 &t e e t Ag . , . o a t o r Sc r e w (O S ) s c , . . (G ! ) sc r e w (0 1 ) -, . - . - , c i . 4 1 r l 0.1 4 " 1 0. 3 2 4 " 2" 1- 1 1 r t.. a ~ r (l w n a t e 4 ) I (D P . ) X (A N C H O R CA P • .. , . , w ) • ANCHOR CAP. - MU l l i O N C A P . _ _ •• 2An c h o q j p U & · M t ~ O . C . I 8 1 1 1 1 d o o 1 o r 0 1 1 H o _ C I ~ ( I ' ~ . t ) : J 30 0 1 1 1 1 I HO i b l I 41 0 l b l I ie o l b l I ta . 4 i b 1 J 27 0 1 1 o T 21 0 1 1 > 1 IM lb i - J 7 . t c f h 40 1 i l l o - 1 8 M f b 0 tt u f l l 0 1 3 2 i i & O I _ ~ b 0 I He l l b o US E TH I S FO R M U L A TO OB T A I N THE "ANCHOR CA P A C I T Y RE Q U I R E O " CO R R E S P O N D I N G TO AN AC T U A L PR E S S U R E RE Q U I R E M E N T FOR THE OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION CA P A C I T Y (F R O M TH E TA B L E ) OF THE SELECTED MU U I O N . IT WI L L YI E L D A MINIMUM ANCHOR CA P A C I T Y WH I C H MA Y BE USED TO QUALIFY AD D I T I O N A L AN C H O R OP T I O N S FROM THE AN C H O R CA P A C I T Y TA B l E . . . . . . . . . . . t.t t i " I I ~ . O . C . I S t i l n c f o r d ( G r O I I O o ) C I I p ( F i g . 2 ) : 1 - l i i 0 1 7 0 0 f b o I II / A I II / A I Nf A I II / A I .. . . . . NI A ~- - . . A '" A I if A N/ A - r 81 1 2 1 b 1 I 1< 4 1 b o I 1t 2 i l l b o . . . . . . . . . . &" II I I i . O.C . 1 1 2 ) 2 x 8 A n g l o C i p i T ( I ' ~ . •f . l 'l ' I O i b o l 71 0 1 1 > 1 l& 8 0 1 b o - - l ti i i O i b o r , .. . , .. I -1 1 4 0 . , . ~ el i l l i o O II / A I 7I ! O i b o D l l b l I II C I I b o 23 1 i 4 1 b o I && 2 1 b o I &< O i b o I 11 2 0 i b o zA n o ~ ~ o n o o • a ' ! l l r t o . c T ~ . . . ., , , . . . . . . . . , , t f 1 9 . < l 1 NI A 1- - - - - - - " A _ [ NiA 1 w r r - 1 1 1 A T - N I A f l < l • NA I N/ A II / A I II / A N/ A - -- , N/ A 1 II / A I 71 8 , . . ' An o h o r 1 •.c t ~ 1• 1 g . &): 1 ' " . , . r tee ~ ~ o r 22 1 , . . ' ' " ' " " - 1 - an '" 1 to a " " r ,. o r .. 1 n l b l 1 a7 D i b l 23 4 1 b o -I 13 2 1 b o " ' .. . - - - - 1 , . . . . . -- . 21 c , - , . . r ac f l l i o 2A n o l l o r 0 0 T t r M ~ . o : c : T F - C I I p ( F i p . e f . l :M O l l o I ll i ! O i b l I II / A I '" A I N I A ! I i A ~ I b i II / A I NIA NI A - I NI A N/ A -- ~ aa 1 1 > o 1 •2 0 l b o 1- 1 1 1 0 1 1 o NO T E : FO R TH E OF F S E T CL I P , US E TH E SA M E AN C H O R PA T T E R N AN D AN C H O R VA L U E S AS TH E ST A N D A R D CL I P . FI G U R E 1: FI G U R E 2: r• o 111 1 o ·1 r ·~ -f l , - - - ; ·~ FI G U R E 3: l• ·! I l l . - ~ AN G L E CL I P MU S T BE US E D IN PA I R S . FI G U R E 4 : FI G U R E 5: FI G U R E 6: ~ [] ~ - O J [] 1 - - ; - : J TA B L E NO T E S : 1) SE E SH E E T 1 FO R IN S T R U C T I O N S ON US I N G TH E TA B L E S AN D S H E E T 2 2 FO R IN F O R M A T I O N ON LO A D I N G . SE E SH E E T S 2- 4 FO R GE N E R A L IN S T A l L A T I O N ME T H O D S . 2) LI N E A R IN T E R P O L A T I O N BE T W E E N M U l l LE N G T H S AN D / O R OP E N I N G WI D T H S IS AL L O W A B L E . 3) MU L L I O N AN D MU L L I O N CL I P S SH O W N AR E NO T TO SC A L E . FO R EX A C T DI M E N S I O N S , SE E SH E E T S 18 · 2 0 . A U MU L L I O N CL I P S MA Y BE FA C T O R Y MA C H I N E D AN D CO N T A I N UN U S E D HO L E S . HO L E S MA Y BE DR I U E D IN TH E FI E L D FO L L O W I N G DI M E N S I O N S SH O W N ON SH E E T S 11 1 - 2 0 . 4) SU B S T R A T E S : CO N C R E T E SH A U CO N F O R M TO AC I 3 0 1 SP E C I F I C A T I O N S . HO L L O W AN D GR O U T . F I L L E O CO N C R E T E BL O C K UN I T (C M U ) SH A L L CO N F O R M TO AS T M C- 9 0 . WO O D SH A L L BE PR E S S U R E · TR E A T E D YE L L O W SO U T H E R N PI N E WI T H AN SG OF 0. 5 5 . AL U M I N U M SH A L L BE 80 8 3 - T5 AN O BE A MI N I M U M OF .1 2 5 " TH I C K ST E E L ST U O S TO BE A MI N I M U M GR A D E 33 AN D .0 4 5 " TH I C K (1 8 GA U G E ) . ST R U C T U R A L ST E E L TO BE AT LE A S T .1 2 5 " TH I C K AN D A3 6 . AL L AN C H O R S IN T O ME T A L SH A L L EX T E N D AT LE A S T 3 SC R E W TH R E A D S BE Y O N D TH E MA T E R I A L . "i 1. 0 0 0 " r- rr l 2. 0 0 0 " 1 .3:5. r 1 ' X 2" X .3 7 5 " MULLION ~-~~~~~ ~ !!li! ~ a_ ~l PRODtJCTR~VI:n:1U os complyios with cho Fimldo ~~~=~· I Ex ratio Dolo By Mlaini I \IIIII II 1 , ''. ~ \.'I'NN -,.,. · ,,, ......... ~o'~' ............ ~l<~ ',, -..' ~ .·' \.1 cENSe-'·. '? /..-~ ~...-.... *~ ;: * :' No. 58705 \ ~ =: ~~= ~~·· .. a , r·"' //E~ ~ ... "'b \ sr.•J oF _.· jf ~ ..-/ ;;('.i"oo·· ...... LORIO~··,. (J-,,' /,/,'.Ss ........ <c:~-'' ,,,,,(ONA"-,,,•'' A. LYNN' MILLER. P.E. FL P.E.#S8706 TA B L E 3A Mu l l o n Ca p a c i t y To b l o (1 1 1 1 1 1 1 ' ) Op e n i n g Wi d t h (f o r ve r 1 1 c a g y . . p a n n l n g ml l l o n t ) or Op e n i n g He i g h t (f o r ho M z o n l a l l y - a p a m i n g mu l l o n a ) 50 1 n I eo l n 70 1 f t 10 ~ 10 In 10 0 1 1 ' 1 12 0 1 1 1 14 0 i n 18 0 1 n -· - ·- tr o p r n t o n o . . _ -R i c t l f t O l J • r I Tr e p i T r l l f t O . ~ .. . . . . . R - n g u l . 1rl Tr a j l i t l t a n g . lM C I I n g l. o M t f n g - I :f§:~ t l f . iJ : iJ . J f , m iJ : I I l l l1 I I l l J1 I ld I• I I l l l d l d hI I• i l1 n H U II H II n II niH n tJ n H n II n II U II U II U H U II n II n II U H n tl U H T, . , r f t 1 1 n g Lo e d l n g R O c t o - La o d " " ' -- ~ T r o p l l l l o n o . l. o o d ~ g La o d l n g Re c t o n g u l . . I Tr o p l l l l o n o . a- n o . . _ 42 l n 17 0 0 82 0 1~ . 0 .3 6 17 0 . 0 74 4 17 0 . 0 47 1 17 0 . 0 88 8 17 0 . 0 &0 0 17 0 . 0 88 2 17 0 . 0 51 8 17 0 . 0 11 1 8 17 0 . 0 62 1 17 0 . 0 12 - t e 17 C I . O 62 1 14 8 . 7 13 0 1 17 0 . 0 B2 1 12 7 . 6 13 0 1 17 0 . 0 52 1 11 1 . 1 1~ 0 1 17 0 . 0 52 1 .a t n 11 0 . o 10 1 t7 o . o 52 4 11 0 . o uo t7 o . o a& 4 t7 0 . o n2 t7 0 . o ao t? o . o us a t7 o . o " ' ta t e ' ' " t7 o . o en tM . e 11 3 t tr o . o uo ' ' ' · ' 11 n t7 o . o ee o 01 . 1 tt 3 8 t7 o . o ee o as . 4 11 3 t t7 o . o sa o & c u a 1n t7 o . o 74 7 17 0 . 0 ee s 11 0 . 0 ee e t7 o . o 83 1 10 1 . 1 10 3 2 t7 o . o 11 1 4 t4 t U t0 3 2 11 o . o ns ta c u t0 3 2 t7 o . o 74 7 11 7 . 4 t0 3 2 11 o . o 1e e 87 . t 10 0 2 no . o 71 & n . e 10 a 2 11 0 . 0 7H 73 . 4 10 3 2 11 0 . 0 70 6 54 1 n 11 0 . 0 78 7 11 0 . 0 a1 2 t 8 u to 7 11 o . o . , , 13 8 . 2 80 7 18 4 . 7 73 0 12 0 . t 10 1 11 1 2 . a 12 0 10 1 . 0 10 1 1. . a . o 7M ee . a to 7 14 1 . 1 11 0 eo . 8 80 7 1. - o . o 10 0 et . 1 to 7 14 o . o 70 1 eo . & 10 1 1. . 0 . 0 1o e 80 In 14 1 . 1 73 1 11 1 . 0 62 1 11 7 . 6 73 1 13 0 . 3 81 1 10 0 . 8 73 1 5 11 8 . 0 - 18 . 2 73 1 10 1 ! 1 . 2 58 0 78 . < 4 73 6 tt . 6 15 1 3 70 . 5 73 6 11 . 1 15 7 8 11 . 8 73 6 81 . 8 11 7 4 15 0 . 4 73 6 81 . 8 57 < 4 44 . 1 73 0 11 . 8 87 < 4 t l l n 12 1 . e ee e no . o &7 0 10 1 . 8 ee e 11 1 . 1 15 7 11 . 0 ee e ta . 8 M7 re . 2 ee & 8o . t 63 1 87 . 7 H e 83 . 8 ss t eo . 8 ee e 71 . 8 52 1 so . 8 M l 78 . e 82 1 43 . 5 ee a 75 . 8 52 1 H . t . . . 71 . 8 52 1 J I Mi n 10 8 . 0 80 7 11 2 . 4 52 2 88 . 3 &0 7 11 . 1 51 1 75 . 7 80 7 U. O 50 1 88 . 2 10 7 77 . 1 48 3 51 . 8 80 7 71 . 5 48 8 03 . 0 80 7 87 . 8 48 1 « . 2 10 7 U. 4 47 1 SU I 80 7 12 . 7 47 4 3S . t 80 7 12 . 7 47 4 12 1 n 81 . 8 51 0 85 . 8 44 3 88 . 0 51 0 n . o 43 4 ( 88 . 3 [) & t o 64 . 3 42 1 1 11 . 0 11 1 0 &7 . 8 41 8 45 . < 4 51 0 &3 . 3 41 3 40 . 8 81 0 8o . o 40 1 34 . 0 11 0 41 5 . 9 40 2 29 . 2 15 1 0 44 . < 4 a 26 . 5 11 0 + U S i t T& l n 8t . o 4 45 8 72 . 8 40 0 67 . 8 46 8 81 . 7 38 2 48 . 8 4 0 &4 . 1 31 5 43 . 4 4H 48 , 8 S7 8 38 . 8 40 8 44 . 8 37 3 34 . 7 41 8 41 . 8 18 8 21 . 8 o4 & 8 $7 . 7 31 2 24 . 8 48 8 31 . 0 3M 21 . 7 48 8 J6 . 7 36 8 ? l i n 8o 4 . 2 43 5 87 . 0 38 1 83 . 6 43 8 16 . 8 17 3 45 . 1 ot 3 6 4t . 8 38 8 40 . 1 43 & 44 . 7 18 0 aa . 7 o4 H 40 . 1 3l5 6 i 12 . 1 <1 3 6 38 . 1 35 1 28 . 8 4 H S4 . 4 3M 22 . 1 43 5 32 . 8 :W t 20 . 1 41 & 12 . : 1 14 0 10 tn 41 . 8 32 7 43 . 1 28 0 34 . 8 32 1 31 . 4 28 5 28 . 8 32 7 31 . 8 21 0 2$ . , 12 7 28 . 3 27 5 28 . 2 32 7 28 . 7 27 1 20 . 8 32 7 23 . 7 2M 17 . 4 32 7 21 . 0 28 2 14 . 8 32 7 18 . 3 25 8 u ~ l ~ l ~ l ~ l w l ~ l w l ~ l m l ~ l m l ~ l m i ~ A I ~ I ~ I ~ I ~ I w l ~ l ~ l m l w l ~ l w l ~ l m l ~ l m to a " I . . _. 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C . i ( 2 ) 2 i c l l ; i i j i o a . , > ~ i ( F i t . " l r 7 1 o l b o l- 1 8 0 1 0 1 l' 8 8 o l b o l 1 i i 0 T b o I t l l e l b O - . - . . o . . . T M O i b i i T NI A re c l l & o T - .. . , . . , T l i O i b o l 2 a N i c i O T O i 2 l i i O i i i o t i i O - r T I 2 0 1 b i 2A n .. . . . . 00 . 4 1 " M i n : Q . C . I U O C i i p , l n t o t l e ' A i i i m . ( F i g . 4 ) : 1 - NIA ~-- NIA 1- li i i A T NIA T NIA - T - W i , - - N I A -- , - - - - w A ti / 4 1 NtA r NIA 1 . . A 1 w- , . - - - 1 -~ ~ ~ A - - r -., ~ . , . , tA n c h o r / F . C . . (F i g . & ) : [ tt l l l b o ( 1U i b o r2 : z s l b o T 4 4 1 " i i l o T I I I 2 1 b 0 r t 3 1 1 b o - ; r t 4 0 i b o r t 7 7 1 b o o1 o , . , ,- , . . , . , , •» i " ' 1 • ., , . . r- . .. ,, - , 2 1 . , .. -- 1 2i 0 f l i i fl l n c t i 0 ~ . 1 r l i l n . o: c . T F . Q i p ( F i f S) : l . . 0- l b o ( o& o l l i o ( ti i A I NIA J" NIA ~- . . A I ti O I I o r- NIA NIA I NIA f NIA I NIA I 32 1 1 b o I 42 0 1 b o I 11 0 1 1 1 1 NO T E : FO R TH E OF F S E T CL I P , US E TH E SA M E AN C H O R PA T T E R N AN D AN C H O R VA L U E S AS TH E ST A N D A R D CL I P . CI R C L E D VA L U E S AR E US E D IN T f £ EX A M P L E ON SH E E T 21 . FI G U R E 1: FI G U R E 2 : 1• - a ~ l - r ~ ~- - ~ 1 1 - ~ · 1 FI G U R E 3: l · ~- . ~ I I • •I AN G L E CL I P MU S T BE US E D IN PA I R S . FI G U R E 4 : FI G U R E 5: FI G U R E 6 : ~ rc 2 l Il l ! • -•J TA B L E NO T E S : 1) SE E SH E E T 1 FO R IN S T R U C T I O N S ON US I N G TH E TA B L E S AN D SH E E T 22 FO R II I F O R M A T I O N ON LO A D I N G . SE E SH E E T S 2· 4 FO R GE N E R A L IN S T A L L A T I O N ME T H O D S . 2) LI N E A R IN T E R P O L A T I O N BE T W E E N MU L L LE N G T H S AN D / O R OP E N I I I G WI D T H S IS AL L O W A B L E . 3) MU L L I O N AN D MU L L I O N CL I P S SH O W N AR E NO T TO SC A L E . 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Ty p o : !1 1 8 " El c o ut t r . o o n 1/ . f ' EIO o Ul t r e c o n Ul t r l . . . 31 1 t " E i o o 1 J i t f ' I C O I ' I 11 " ' ' El a o Ut n 1 0 0 n ~ o r U l t - - - ( Q I ) so - 1 0 6 1 - ( O f ) US E TH I S FO R M U L A TO OB T A I \ I THE "ANCHOR Ed g e D i l l . , _ fi n ) ; 1" J- 1 1 2 " 1' 2- 1 1 2 ' :1 - 1 / 1 " 1' 2- 1 1 2 ' 1' 2- 1 1 2 ' 2" ). 1 1 0 ' r 0. 4 1 " 0. 0 4 " 0 . .\ 2 4 " CA P A C I T Y RE Q U I R E D ' CO R R E S P O N D I N G TO AN Em b t d m l n l On : 1- 3 f A " 1·: 1 1 4 " 1- 3 1 - 4 " I· W ' 2" 1- t / 4 " M/ - 4 ' ' 1- 1 1 - 4 " H/ 4 " 1·1 1 - 4 " 1· 1 1 4 ' r lo W ' ~ (1 M no l l <I AC T U A L PR E S S U R E RE Q U I R E t . E N T FOR THE 2 An c f t c n o <1. n · Mk l . o. . la t a n d M o r .. ,, :I O O I I o 30 0 1 b o ~l b l -" " " lb o :1 1 0 . . . _ .. . , _ , b o 31 4 1 <O b o lb o el 4 1 b o 11 1 1 2 :1 2 1 1 b o .. . . OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION 4 An a l l o r o 0 1.1 W ' Min . O.C . 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I ( 2 ) 2 1 5 i \ r i g l e C I I p o ( F i g . o ) : J 11 7 0 1 1 > 1 l ·m o r l i i l Wl ! o f b l l ~ I 21 4 4 1 b o I 51 0 1 1 > 1 I .. . 11> 1 NI A I 1, . 0 1 1 > 1 •A n c h c i > Q 0 .• 5M " . O : C : I I J . C i f i ) . - l n l o 1 1 1 ' A i U i i i : ( F I ; . r t . l N l A I NIA I N I A I -- ~ ~ i A - - , - N I A I NIA I NIA NIA I NI A 2An c l l l n 0 2 . 2 5 ' 1 1 i n . O . C . I F . c l l i > l f ~ . l f . l 311 0 ~ l b l !~3 1 5 0 1 b o I 21 0 1 b 1 I 70 8 1 1 > 1 I 47 0 l b l I NI A I 21 D l b t NIA I 81 5 1 b o • An c h c l o 0 1 . 15 " Min . O. C . IF . C i j p (F i g . 1) : 1 48 0 11> 1 I 70 0 fb i [ -- N I A - - - - , N1 A I N/ A I NI A -- - - - r a i o l b l NIA I NIA NO T E : FO R TH E OF F S E T CL I P , US E TH E SA M E AN C H O R PA T T E R N AN D AN C H O R VA L U E S AS TH E ST A N D A R D CL I P . 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I I O I I l o NI A NI A NIA 11 1 1 2 1 1 > 1 84 0 1 H 11 2 0 1 b l (O P _ ) X (A N C H O R CA P . , _ _ ) • ANCHOR CAP.- MU L U O N CA P . , _ , _ US E TH I S FO R M U L A TO OB T A I N THE "ANCHOR CA P A C I T Y RE Q U I R E D " CO R R E S P O N D I N G TO AN AC T 1 J A L PR E S S U R E RE Q U I R E M E N T FOR THE OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION CA P A C I T Y (F R O M TH E TA B L E ) OF THE SELECTED MU L L I O N . IT Wl . L YI E L D A MINIMUM ANCHOR CA P A C I T Y WH I C H MA Y BE USED TO QUALIFY AD D I T I O N A L AN C H O R OP T I O N S FROM THE AN C H O R CA P A C I T Y TA B L E . -1 1.0oo· r --~ [ [ ] FI G U R E 1: []J F ~ G ~ R E 2 : 0 e ITJ F ~ G ~ E 3 : 0 e C J I J F ! W . R E 4 : e e [I J F I G U : E : : [J F I G U : E : : 1) SE E SH E E T 1 FO R IN S T R U C T I O N S ON US I N G TH E TA B L E S AN D SH E E T 22 FO R IN F O R M A T I O N ON LO A D I N G . SE E SH E E T S 2· 4 FO R GE N E R A L IN S T A L L A T I O N ME T H O D S . 0 0 0 0 • • 0 . 0 0 • • • • • • ~ -- - - - - - - - . . . _ _ FI G U R E 6: D D O FI G U R E 7: ~ 2) LI N E A R IN T E R P O L A T I O N BE T W E E N MU L L LE N G T H S AN D / O R OP E N I N G WI D T H S IS AL L O W A B L E . 4 .0 0 0 " 3) MU L L I O N AN D MU L L I O N CL I P S SH O W N AR E NO T TO SC A L E . FO R EX A C T DI M E N S I O N S , SE E SH E E T S 18~ 2 0 . AL L MU L L I O N CL I P S MA Y BE FA C T O R Y MA C H I N E D AN D CO N T A I N UN U S E D HO L E S . HO L E S MA Y BE DR I L L E D IN TH E FI E L D FO L L O W I N G DI M E N S I O N S SH O W N ON SH E E T S 18 - 2 0 . -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ 4) SU B S T R A T E S : CO N C R E T E SH A L L CO N F O R M TO AC I 3 0 1 SP E C I F I C A T I O N S . HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K UN I T (C M U ) SH A L L CO N F O R M TO AS T M C- 9 0 . 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Ho l l O w eM U Fm l d C M U PT W o o d - MU L L I O N CA P . , _ _ An c h o r l ' f p o : 31 1 8 " Ek l o U l l ' - " 1 / 4 " E i o o - !l t r e t e o 3f 1 & ' E i o o U i h w c c > n I 14 ' El o o UH r o c o n 11 .. . 88 EIC o 11 1 1 0 " E i c o 11 .. . 11 E l c o 11 0 8 1 0 1 1 11 2 81 0 1 1 "' 2 8 1 0 1 1 US E TH I S FO R M U L A TO OB T A I N THE 'ANCHOR An c h o r C f t p P a t t e r n o UI I * O n A w - 11 1 1 - ' 1 Ag o N O o l o r Sc r o w (0 & ) se - ( 0 5 ) s c - ( 0 6 ) CA P A C I T Y RE Q U I R E D " CO R R E S P O N D I N G TO AN Ed g e l b - o ~n ~ 1' 2· 1 1 2 ' 1' 2·1 1 2 " ll - 1 1 8 " 1' ~1 1 2 " 1' 2·1 1 2 " 1' ,_ , , . 2' 0, 4 t " O. U ' 0. 3 2 4 " AC T U A L PR E S S U R E RE Q U I R E M E N T FOR THE E - ( l r l ) : 1- 3 , 1 4 " 1- 3 1 4 " 1- 3 1 4 ' 1- 3 1 4 ' 2" 1· 1 1 4 ' 1· 1 / • • 1- 1 1 . - " ,.. 1 1 .. . 1- ' I U · M/ 4 " 2' 1- 3 / r 1- 3 / r , _ _ 4) OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION I 2 An c h o n 0 4. 7 5 " Mr , O.C . ~- - C l i P CFI ~ 1 or 2) : 38 0 1 b o 3 8 0 b 45 0 i b a 18 0 1 1 > 1 11 4 4 1 1 > 1 27 0 1 1 1 28 0 1 1 > 1 36 4 1 b o 7~1 1 1 1 .. . . _l b l 11 4 1 ' ! 11 8 2 1 b o 32 1 1 b l m1 o o 58 0 1 1 > 1 CA P A C I T Y (F R O M TH E TA B L E ) OF THE SELECTED 4A r l c h o r s 0 U 6 " M i n . O . C . I 8 1 o n c f o n j C I ~ C F i g . S ) : 70 0 1 1 > 1 70 0 1 1 > 1 58 0 1 1 1 1 14 1 0 1 b t ll l : ! l b t NIA 58 0 1 b o NIA 13 0 1 1 1 NIA 18 0 1 1 1 1 NIA 1!8 2 1 1 1 1 14 0 1 b t 11 2 0 1 b t MU L L I O N . IT WI L L YI E L D A MINIMUM ANCHOR 8A n o h 0 1 S 0 1. 1 6 " Min . O.C . I Sl l n d i i i ! C i l p ( F i g 4t , Ot O i b a lo 4 0 0 1 b l NIA NIA NIA NIA 78 0 1 1 > 1 NIA NI A NI A NIA NIA 13 0 4 1 1 1 18 1 0 1 1 > 1 22 0 C I I b t CA P A C I T Y WH I C H MA Y BE USED TO QUALIFY 4A n c : l l o r i O ~· M i n . O.C . 11 2 ) 2 x 5 A n g l e C I I p o lf l g . 5) : 18 0 1 1 > 1 78 0 1 b t 90 0 1 1 > 1 17 8 0 1 1 1 32 8 1 1 b t 14 0 1 b t 10 0 1 1 1 1 10 C I I b o 14 8 0 1 b o 03 8 1 b a 13 2 8 1 b o 23 & 4 1 1 > 1 e& 2 1 b o 14 0 1 1 > 1 11 2 0 1 1 » AD D I T I O N A L AN C H O R OP T I O N S FROM THE IA n c : l l c n 0 3 ' 1 1 1 n . O.C . I I 2 ) 2 l r & , . . . . C I I p i ( F ~ . 8~ 11 7 0 1 1 1 1 11 7 0 1 1 1 10 2 0 1 b o D4 0 1 1 1 1 21 - M I I I 81 0 1 1 1 1 14 0 1 1 1 1 NIA 11 4 ( l l b l 14 0 4 1 1 > 1 13 2 0 1 1 1 1 35 o l l l b l 87 8 1 1 1 12 1 0 1 b o 11 8 0 1 1 1 1 AN C H O R CA P A C I T Y TA B L E . PRODUCT RllVISBD 01 c:omplylnB w!lh tho FlcJIW• 4 An c h c n 0 0. 4 5 Min . O.C . IIJ . C I I ~ 111 1 0 11 8 " Ah l m . 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ME T A L SH A L L EX T E N D AT LE A S T 3 SC R E W TH R E A D S BE Y O N D TH E MA T E R I A L FL P.E.# 58705 TA B L E B A Mu l l i o n c_ ~ ~ b l t (l b a l f l ' l Op e n i n g Wl d l l l (l o r wr U c a t y . . pa n n l n g mu l i o n a ) or Op e n i n g Ho l g h t (l o r ho ~ n l l ~ o n n l n g mu l i o n a ) 60 1 n I lO i n 70 / n I lO i n OO i n I tO O i n t2 0 i n t. O i n te O In 1. 2 1 " I 3. 1 1 1 " 1 .Z I I " A i u m Tu b o M u R .. . . . . . . . . . 1 .. . . . . - r r t o n o . ,- Re o l a n a w l r . - Tr a j l { f i f o n o . Lo R i n g Lo a d i n g ~ g I Lo a d i n g -R. o l l n e u ~ · - 1 rr . p r r u n o . ·r " a . . . . , . . - . - 1 Tro f > ' T O .. . . U> o d i n o ~ . . L - L - n o ,. _ . , , 1 \ i i p r o l o n a . ~-R o o ! H g u l l r l r .. lf / T r f o n o . 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O 7 H 10 4 4 1< 4 8 1 17 0 . 0 71 8 64 In 17 0 . 0 78 7 17 0 . 0 11 2 17 0 . 0 I l l 11 0 . 0 88 1 17 0 . 0 11 1 1 17 0 . 0 71 4 17 0 . 0 12 7 6 17 0 . 0 10 3 18 3 . 1 13 7 1 17 0 . 0 83 7 14 & . 8 13 7 8 17 0 . 0 8M 12 2 . 3 13 7 8 17 0 . 0 M1 10 < 4 . 8 13 7 1 17 0 . 0 M1 81 . 7 13 7 8 17 0 . 0 8t 1 eo 1n t7 o . o ea e 11 0 . 0 10 1 11 0 . 0 10 1 3 t7 o . o 1v r 1e e . e u s e t7 0 . o m 1H . o 11 & 8 11 7 . 4 ea o 12 1 . 1 11 o e 11 8 . 8 81 1 11 1 . 2 11 s a ta o . o v1 2 12 . 1 t1 N t4 4 . 8 10 1 1t . 4 11 1 1 t+ U to e ea . a 11 t l 8 14 4 . 1 eo a &: l i n 11 0 . 0 83 0 11 0 . 0 74 & te D . t 10 1 1 11 0 . 0 16 0 13 7 . 2 10 5 1 tH . t 18 2 12 0 . 1 t0 & 1 14 2 . 0 N a 10 1 . 1 10 5 1 13 2 . 3 N 7 11 . 1 10 6 1 12 5 . 7 63 0 10 . 1 10 1 5 1 11 1 . 5 12 2 ea . e 10 6 1 11 1 . 1 11 2 1 eo . o 10 1 1 11 1 1 82 1 I I 85 1 n 18 7 . 1 H 7 11 0 . 0 78 1 t& e . 3 a& 7 t& U I 80 1 11 1 . 4 15 7 tM . o 71 0 10 4 . 4 18 7 12 1 . 1 n 1 aa . e 16 7 11 2 . 1 78 7 u . e 06 7 10 1 1 . 1 71 t tl . e 11 7 10 0 . 0 11 0 58 . 7 81 7 te . t 74 8 12 . 2 H 7 ta . t 74 1 n' " 12 1 . 1 11 M t3 6 . 2 aa e t0 7 . 3 80 4 11 1 . 2 81 4 11 . 1 BC M 1o 1 . 3 11 1 eo . 4 80 4 81 . 4 ee o 11 . 1 eM u , ea o e- . . 4 80 4 n. a 14 3 &J . e 11 0 4 72 . 3 11 : 1 .. . . o 80 4 11 . 1 • 40 . 2 10 4 ae . e 12 1 78 1 f t to e . • 12 2 11 < 4 1 . < 4 es o 11 1 . 2 12 2 87 . 2 e1 1 11 . 2 12 2 16 . 3 eo e e e 4 12 2 78 . 7 n e a t u 12 2 1o . s Me 64 . 7 r u 11 . 1 58 0 46 . 1 12 2 M. & 11 0 ae . t 72 2 56 . 7 aa a 34 . 2 72 2 10 . 2 ti H 7e l n tO U I 88 5 10 l U SO D 84 . 4 MD 89 . 8 1!1 8 1 72 . 3 18 5 78 . 8 &7 7 IS . 3 18 1 70 . 8 I l l 51 . 2 18 8 14 . 1 88 0 50 . 8 I l l 10 . 1 11 3 -4 2 . 2 H I M. 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I 10 . 1 I ao e ~ ~ l ~ l ~ l ~ l * l = l m l ~ l ~ l ~ l ~ l ~ l m l w l m l ~ l m l ~ l ~ l ~ l ~ t4 4 1 n f 11 . 1 I 20 1 11 1 . 3 I 1M TA B L E 8 B AN C H O R CA P A C I T Y AD J U S T M E N T FORMULA: An c h o r Ca i * O i t y Ta b l e (l > a ) 3. S k Co r . o . I Ho l l o w CM U (D P - ) X (A N C H O R C A P · - - ) a ANCHOR CAP .• , MU L L I O N CA P . , _ , _ Si t b l l f l . l e : PT W o o d ~c o n e . . . . - - Fl l e d C M U An c h o r C Q p P a l l o m a An a h o r T y p o : Ed g t 0 J 1 l a n o t ( k t ) : lm . . . . , . . , t ( i ' i 1- 1 1 4 • 1~1 / . f + t~ t W 2" H/ 0 " 1 . W 42 G ' i b i : .. . . . . . . , US E TH I S FO R M U L A TO OB T A I N THE 'ANCHOR CA P A C I T Y RE Q U I R E D ' CO R R E S P O N D I N G TO AN AC T U A L PR E S S U R E RE Q U I R E M E N T FOR THE OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION CA P A C I T Y (F R O M TH E TA B L E ) OF THE SELECTED MU L L I O N . IT WI L L YI E L D A MINIMUM ANCHOR CA P A C I T Y WH I C H MA Y BE USED TO QUALIFY AD D I T I O N A L AN C H O R OP T I O N S FROM THE AN C H O R CA P A C I T Y TA B L E . 2 An o o O i i 0 . 71 " " ' " ' o. c . • .. . . . . . . . Cl p (F~ . 1) : 74 0 . . . 4U " i b t . A4 ' i b i t1 U i l l i '3 2 i i & ' ~ 4A n o h O r i O f i & " M i n . O : c : - l s t o f t c l o o d C I I p ( F t t . 2 ) : l - 4 1 0 T b e T- t O O i b l ) NI A r NI A r NI A T NI A - ls o o l i i e - - - r - NI A r NI A NI A NI A N/ A .. , . , .. 14 0 i b l 11 2 0 1 b a u. . , , _ 0 _ 1 " M I ~ O . C . I ( 2 ) 2 x i A r . o C i p o ( F i g . 3 ) J ? I O i i i e l 7 o o l b l ) e i O l b O T 1 1 0 0 - . . (- 1 i t e l b e ol 4 0 1 b o (l i O I I > e - ~ , - . , . . , . . 83 1 b ,, , , - , , . .. . . . . . 15 2 1 b l 14 0 1 b a t1 2 0 1 b t 4A - 0 0 . 4 5 " U i n . O . c . / u ' C i l p , 1 0 1 o l i 8 " A 1 U i i t . ( F ~ . 4 r . i - NI A I Il i A T NI A !- NI A I - NI A I- NI A I - li l A I N/1 1 I N/1 1 NI A NI A N/ A NI A NI A 1o 4 3 2 . . 1A n c h 0 r I F. ( ) l l p (F I G . 1) : 37 0 1b o 2 . . 1b a S3 2 l b e lt 1 1 b o ~ ,. . , .. 21 0 1 b t ... ... 2 - 0 1 . Il l " . . . . O. C . I F. c t l p ( F i q . l ) : NI A Ni A "" N i A ; a . ; 4i O i b i 5iO i i i O NO T E : FO R TH E OF F S E T CL I P , US E TH E SA M E AN C H O R PA T T E R N AN D AN C H O R VA L U E S AS T l £ ST A N D A R D CL I P . FI G U R E 1: FI G U R E 2: r~ T I o ·1 r· - - ; T - ·1 FI G U R E 3 : ~-- - u . 1111 • ·I FI G U R E 4: FI G U R E 5: FI G U R E 6: m E J E J AN G L E CL I P MU S T BE US E D IN PA I R S . TA B L E NO T E S : 1) SE E SH E E T 1 FO R IN S T R U C T I O N S ON US I N G TH E TA B L E S AN D SH E E T 22 FO R IN F O R M A T I O N ON LO A D I N G . SE E SH E E T S 2- 4 FO R GE N E R A L IN S T A L L A T I O N ME T H O D S . 2) LI N E A R lN T E R P O L A T I O N BE T W E E N MU L L LE N G T H S AN D / O R OP E N I N G WI D T H S IS AL L O W A B L E . 3) MU L L I O N AN D MU L l i O N CL I P S SH O W N AR E NO T TO SC A L E . FO R EX A C T DI M E N S I O N S , SE E SH E E T S 18 - 2 0 . AL L MU L l i O N CL I P S MA Y BE FA C T O R Y MA C H I N E D AN D CO N T A I N UN U S E D HO U : S . HO L E S MA Y BE DR I L L E D IN TH E FI E L D FO L L O W I N G DI M E N S I O N S SH O W N ON SH E E T S 18 - 2 0 . 4) SU B S T R A T E S : CO N C R E T E SH A L L CO N F O R M TO AC I 3 0 1 SP E C I F I C A T I O N S . HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K UN I T (C M U ) SH A L L CO N F O R M TO AS T M C. 9 0 . WO O D SH A L L BE PR E S S U R E · TR E A T E D YE L L O W SO U T H E R N PI N E WI T H AN SG OF 0. 5 6 . AL U M I N U M SH A L L BE 60 6 3 - T 5 AN D BE A MI N I M U M OF .1 2 5 " TH I C K . ST E E L ST U D S TO BE A MI N I M U M GR A D E 33 AN D .0 4 5 ' TH I C K (1 8 GA U G E ) . ST R U C T U R A L ST E E L TO BE AT LE A S T .1 2 5 ' TH I C K AN D A3 6 . AL L AN C H O R S IN T O ME T A L SH A L L EX T E N D AT LE A S T 3 SC R E W TH R E A D S BE Y O N D TH E MA T E R I A L . l- 1 . 2 5 0 " --r r~ ·~ 3.1 8 8 ' ~ I j Ur"' f 1. 2 5 " X 3. 1 8 8 " X .2811" MULLION (1 - 1 1 4 " VF MULLION) ~-!g~; ~~!~! ~ ~~ Ql ~ ! [111~ ~ ~ ::J !/) ~ ii!: ::1 ~ ::::E ::J . ~ ::::EI"'--T'=I"'" I; ~ ~ ;;: :t X Z ~ ~1"'-·~t"'~ .., 52 ~ § ~ ~: o..;l z~ II:! I J. rni PRODUCT REVISED oo complyl,. wltb the Florida Dolldh'l!Code AccopiOIICO Nof!!fu.; E i1'11tlo ll)ole /fp n:J;)/ti•U 1J. ,nlll. ,,,.~'{ \.1Nl'T'lft( ''1 1 ,,' ~0 ............... (~"' /// ,' .jl-.·· '-'CENSt: ·.:r '/ ~ 'I'.· ·. *-::. t * ( No 58705 \ ::. = : 0. :cr ~~\ u~•ll :'/fj~ -::."6··. sr eo :' ~ .:-~~,, ~··· .. ~~.0~~'?~··~&,,:: ,,,,~StONA\.. e, .. ·· I J I fJJ \I\' A. LYNN MilLER, P.E. FL P.E.# 58705 TA B L E 9A Mu l l i o n Ca p a c i t Y Ta b l e (l b * i i i 1 l Op o n l n g Wi d t h (f o r 11 8 r 1 l c a l l y 1 p o n r l n g no d l l o n o ) o r Op a n l n g Ho l g h t (l o r ho r i z o n l a l l y - a p a n n l n g m~ H o n o ) &o l n I eo l n I 10 1 n I so 1 n I to l n I 10 0 1 n I 12 0 1 n I 14 0 i n I t8 D i n . . . . . . . T ~ . - -. . . . . . . . . . . . . Tf l l l l l n t l l ! g . I Ro c l a n g t i w I ., T r i O i i O , ' " r - ; ; ; ; ) ' - Tn o p i T r l o n Q . . . . .. . . . . . . . 'i ' f i i i i i T i f q ' " : " " I - . . . - lr o P r o t o n c . l" i i i i C i , ; ; ; ; ; ; - ~ .. . . . ~- ; - T> o o / T . . . m g ; fl o c t q u l o r ~ · l 2 x 4 x .2 & J LN C i n g lo a c l l , . Lo a d i n g L ~ Lo a c t n g Lo t d f n g Lo a d i n g Lo . d l n g Lo e d l n g Lo e d l n g Le~~~ c l n u Lo a d i n g lo a c l r l l Lo a d i n g I. O a c l n g l. . o l l c f t n g Lo t d l n g Lo 1 d l n g ~~i~~ ~ b e i J h I 1~ I 1~ J ~~ J 1~ I 1~ J h i J' J ~~ J I' I ~~ i i1 i J1 I 1~ I 1~ I 1~ I I' I 1,1 t i I l ! i II ! i I l I I J It i J I i i I I t I 11 1 1 1 1 t I II I i II i i II i I J I I I I Il l J.l t il l i i II t I J II i J I 42 1 n 17 0 . 0 82 0 17 0 . a 43 6 11 0 . 0 74 4 11 0 . 0 47 1 11 0 . 0 ae e 11 0 . 0 &a e 11 0 . 0 N2 11 0 . 0 & t t 17 0 . 0 11 1 1 11 0 . 0 52 1 11 0 . 0 12 4 0 17 0 . 0 52 1 11 0 . 0 14 1 8 11 0 . 0 52_ , ! , 1 11 0 . 0 17 1 1 11 0 . 0 62 1 11 0 . 0 tt a 3 17 0 . 0 62 1 .. el n 11 0 . 0 70 8 11 o . o &H t7 o . o 85 0 t7 o . o 61 4 11 0 . 0 te a t7 o . o 13 0 11 0 . 0 11 3 3 t7 o . o ee t 11 o . o t2 7 5 t7 o . o en 11 0 . 0 t4 t 7 t7 o . o u o 11 0 . 0 tt o o 11 0 . 0 ee o t1 G . o tt a : t t7 0 . o ee o 11 0 . 0 22 e 1 t7 o . o ee o &0 . 8 2 6 1 n 17 0 . 0 74 7 17 0 . 0 &8 3 17 0 . 0 81 1 8 17 0 . 0 81 1 17 0 . 0 10 4 8 17 0 . 0 Gl o l 17 0 . 0 11 1 5 17 0 . 0 72 3 17 0 . 0 t: W 5 17 0 . 0 74 7 17 0 . 0 14 8 4 17 0 . 0 76 8 17 0 . 0 1 7 0 17 0 . 0 76 8 17 0 . 0 20 1 2 17 0 . 0 76 8 17 0 . 0 23 1 1 11 0 . 0 76 8 54 1 f t 17 0 . 0 79 7 17 0 . 0 81 2 17 0 . 0 95 8 17 0 . 0 H1 11 0 . 0 11 1 1 17 0 . 0 75 4 17 0 . 0 12 1 8 17 0 . 0 10 3 17 0 . 0 14 3 4 17 0 . 0 83 7 17 0 . 0 ,. . . . 17 0 . 0 1!1 & 8 17 0 . 0 11 1 3 17 0 . 0 " ' 17 0 . 0 22 3 1 17 0 . 0 1!1 1 1 17 0 . 0 28 6 0 17 0 . 0 • • , eo tn t7 o . o ea a 11 0 . 0 70 1 11 0 . 0 to e a t7 o . o 7t 7 11 0 . 0 12 < t 0 11 0 . 0 11 1 t7 0 . o t4 1 7 t7 o . o 14 4 no . o 18 0 4 t7 0 . o oo e 11 0 . 0 11 1 1 11 0 . 0 10 3 3 11 0 . 0 21 2 5 11 0 . 0 10 8 3 11 0 . 0 24 7 t 11 0 . 0 10 1 3 te o . a 2a e o 11 0 . 0 10 8 3 83 1 n 17 0 . 0 V3 0 17 0 . 0 74 & 17 0 . 0 11 1 1 ! 1 17 0 . 0 15 0 17 0 . 0 13 0 2 17 0 . 0 84 0 17 0 . 0 M i l 17 0 . 0 10 1 5 17 0 . 0 18 7 3 17 0 . 0 10 1 8 17 0 . 0 18 8 1 17 0 . 0 11 2 2 17 0 . 0 22 3 1 11 0 . 0 11 8 1 11 8 . 7 25 5 3 17 0 . 0 11 7 1 14 1 5 . t 25 5 3 11 0 . 0 11 7 1 J I 88 In 17 0 . 0 t7 4 17 0 . 0 18 1 17 0 . 0 11 8 1 17 0 . 0 10 3 17 0 . 0 13 8 4 11 0 . 0 10 0 2 17 0 . 0 15 M 17 0 . 0 10 8 8 17 0 . 0 17 8 3 17 0 . 0 11 5 4 17 0 . 0 18 4 8 17 0 . 0 12 1 0 17 0 . 0 23 3 8 17 0 . 0 12 7 5 tl l i t . t 24 3 7 17 0 . 0 12 1 8 13 2 . 1 24 3 7 17 0 . 0 12 8 8 72 1 n 17 0 . 0 10 8 3 17 0 . 0 11 7 8 17 0 . 0 12 7 5 17 0 . 0 10 0 0 11 0 . 0 14 8 1 17 0 . 0 11 2 8 17 0 . 0 17 0 0 17 0 . 0 12 2 1 17 0 . 0 1S I 1 1 17 0 . 0 11 1 5 17 0 . 0 21 2 1 17 0 . 0 13 8 7 14 6 . 1 ! 1 21 8 4 17 0 . 0 14 U 12 4 . 1 21 1 4 17 0 . 0 1S 2 t 10 8 . 2 21 N 17 0 . 0 16 3 0 18 1 n 17 0 . 0 11 2 2 17 0 . 0 83 7 17 0 . 0 13 4 1 17 0 . 0 10 8 0 11 0 . 0 15 7 0 17 0 . 0 12 0 8 17 0 . 0 17 1 4 17 0 . 0 13 2 2 1t & . 1 18 8 0 17 0 . 0 14 2 ' 1 14 8 . 8 11 6 0 17 0 . 0 15 0 5 12 3 . 8 11 8 0 18 1 . 8 18 4 8 10 1 1 . 1 11 1 8 0 16 4 . 0 15 t a 82 . 1 1l l 8 0 15 2 . 7 15 3 1 71 1 n 17 0 . 0 11 8 1 17 0 . 0 18 7 17 0 . 0 13 1 1 17 0 . 0 11 U I 17 0 . C I 18 1 1 17 0 . 0 1J I O 17 0 . 0 18 4 2 17 0 . 0 13 1 t 18 2 . 7 te e t 17 0 . 0 14 7 4 13 7 . 4 18 8 1 11 3 . 1 1S O O 11 4 1 1 i 18 0 1 1. 4 7 . 3 14 7 3 18 . 2 1 • 1 13 & 1 . 1 14 5 8 88 . 8 1H 1 13 7 . 8 14 1 5 4 1 0 . , 17 0 . 0 13 2 1 17 0 . 0 11 4 4 14 0 . 1 13 1 1 ! 1 tM . O 12 t S I 12 7 . 1 13 8 8 13 8 . 0 11 8 1 11 1 . 1 13 1 1 12 1 . 3 11 7 1 11 . 4 13 N 11 0 . 2 11 0 2 81 . 5 13 8 1 10 1 . 8 11 4 7 74 . 1 5 t H I 11 . 1 11 2 2 13 . & 13 H 12 . 7 11 0 1 N . t 11 1 1 ! 1 78 . 8 10 1 8 Mi n 14 7 . - 4 12 2 1 ta t . a to t a 12 2 . 1 12 2 1 12 1 . 1 10 1 1 t0 1 . 3 t2 2 t u1 . 2 1o e 1 82 . 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E l c o U t r - . I , •• E l c o - 11 / f 88 El o o l 5 . 1 1 8 " El o o 11 1 4 " 8 8 Elc o l 11 ! 1 0 8t M f I 11 2 St e e l I 11 2 St e e l ~l l l o r ~ " ' " ' - - t O & ) e o - ( l l 5 l - ( l l a ) US E TH I S FO R M U L A TO OB T A I N THE "ANCHOR CA P A C r r Y RE Q U I R E D " CO R R E S P O N D I N G TO AN AC T U A L PR E S S U R E RE Q U I R E M E N T FOR THE OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION CA P A C r r Y (F R O M TH E TA B L E ) OF THE SELECTED MU L L I O N . IT WI L L YI E L D A MI N I M U M ANCHOR CA P A C r r Y WH I C H MA Y BE USED TO QUALIFY AD D I T I O N A L AN C H O R OP T I O N S FROM THE AN C H O R CA P A C I T Y TA B L E . 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C . 7 ( 2 ) 2 i 5 A n g l o C i p o ( F i g i j : f 7 i O i i i O T ~ I 81 0 1 b o T! 1 1 8 0 h 1 1 i i i i ~ ! ! J T · i b l - l ~ I ii O i i i l [ . . . . . -1 1 1 0 1 1 > 1 1 23 8 4 1 b o - l 11 1 2 1 b 0 r 11 4 0 ~ l1 1 2 0 1 b o 8A n c , _ O ~ M i n . O . C . I ( 2 ) : 2 > < 6 A n g l o C I I p o ( F I 0 . 8 ) : l 1 1 7 0 i b o I 11 7 0 1 1 > 1 l1 0 2 0 1 b o I 2: W O i b o I 2& 4 4 1 b o l 81 G ' i i i I 11 4 0 1 1 > 1 I NIA I t1 4 0 i b l I 1« M i b o l1 3 2 0 1 b l I :I I M I I I b o I 87 8 i b O T 1 2 1 1 0 1 b 0 - l 1 1 1 i 1 0 l b l '"" " " " ' " 0 1 . a o r ' M ~ ~ t o . c . 7 u : c ~ l l i i 0 1 . , . A U m . t R o . n = l N I A ~ ~ 11 1 1 - , ; - 1 - - - - - w A T- - w A I l i A -1 - - - w A 1- N I ~ r - - - - - w - - , ; - - - r - - w " f NiA 1 NIA -r NIA 1 ~ eA " " " " ' o o. l l 4 ' ' " ' " o:c . 1 U. C J p , 1n o o 1. , . ~ <F I Q . B f f ·- ~ · · ~ NI A - \ N I A - f ~ A 1 N I A ~ -, . . 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AL L MU L L I O N CL P S MA Y BE FA C T O R Y MA C H I N E D AN D CO N T A I N UN U S E D HO L E S . HO L E S MA Y BE DR I L L E D IN TH E FI E L D FO L L O W I N G DI M E N S I O N S SH O W N ON SH E E T S 18 - 2 0 . 4) SU B S T R A T E S : CO N C R E T E SH A L L CO N F O R M TO AC I 3 0 1 SP E C I F I C A T I O N S . HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K UN I T (C M U ) SH A L L CO N F O R M TO AS T M C- 9 0 . WO O D SH A L L BE PR E S S U R E · TR E A T E D YE L L O W SO U T H E R N PI N E WI T H AN SG OF 0. 5 5 . AL U M I N U M SH A L L BE 80 6 3 - T 5 AN D BE A MI N I M U M OF .1 2 5 " TH I C K . ST E E L ST U D S TO BE A MI N I M U M GR A D E 33 A N D .0 4 5 " T H I C K ( 1 8 GA U G E ) . ST R U C T U R A L ST E E L TO BE AT LE A S T .1 2 5 " TH I C K AN D A3 6 . AL L AN C H O R S IN T O ME T A L SH A L L EX T E N D AT LE A S T 3 SC R E W TH R E A D S BE Y O N D TH E MA T E R I A L ~t"·2.000"-li. 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C I 11 3 1 87 . 1 22 5 2 81 . 4 18 0 1 t4 4 t n 12 0 . 1 t5 1 4 12 8 . 8 1. w a 1o u t i M 10 8 . 1 tG I at . 4 11 1 4 tt . a 14 0 7 11 . 2 • • a n 13 1 0 u . s 15 8 4 72 . 3 ts n u . e 15 8 4 10 . 1 11 6 1 12 . 1 11 1 4 ae . o 1~ 0 -« . 7 18 8 4 48 . 2 13 0 1 11 . 1 15 1 4 44 . 4 12 8 3 T ~ E HI S AH C H O R CA P A C I T Y AD J U S T M E N T FORMULA: An c h o r Cl i p Pe l t a m o tr o i ' i i - : ' An c h o r Ty p e : Ed g o D i o - t C f i i ~ E m - O n } 2 A ~ 7 8 " Min . o. C . / I I e n c t l l l ' d CI I P r i i : J . 1 cr 2 ) : <A n c h o o o O < . e r M .. . O. C I 8 - . , Q i p ( F ~ . S ) : t. . . . . , . _ 0 1 . 7 1 " M i r i . O . C . I S - C I I o ! F ~ < ~ 4 A n . , _ 0 3" Mi n . 'O , C . I (2 ) 2x & A i 9 t Cif P , CF ] j : & ) t- 0 3" Min . O. C . I (2 ) 2 x & Ar t t / l t Qfl o o IF ~ · ~ 12 An o 1 1 0 1 0 4f ~ 0 " 1 i i i t o . c : 7 ( 2 ) 2 i ~ C i i i i 0 1 F i Q . 7 } 4 A - 01 . 3 4 ' Mi n . O. C . I l J . C I I p . In t o 1/ l " l l l u r n . If' ~ . 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AL U M I N U M SH A L L BE 80 8 3 - TS AN D BE A MI N I M U M OF .1 2 6 " TH I C K . ST E E L ST U D S TO BE A MI N I M U M GR A D E 33 AN D .0 4 5 " TH I C K (1 8 GA U G E ) . ST R U C T U R A L ST E E L TO BE AT LE A S T .1 2 5 " TH I C K AN D A3 6 . AL L AN C H O R S IN T O ME T A L SH A L L EX T E N D AT LE A S T 3 SC R E W TH R E A D S BE Y O N D TH E MA T E R I A L . (D P _ ) X (A N C H O R C A P . , _ , _ ) a ANCHOR CAP._ MU L L I O N CA P .. _ , _ US E TH I S FO R M U L A TO OB T A I I I THE "ANCHOR CA P A C I T Y RE Q U I R E D " CO R R E S P O N D I N G TO AN AC T U A L PR E S S U R E RE Q U I R E M E N T FOR THE OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION CA P A C I T Y (F R O M TH E TA B L E ) OF THE SELECTED MU L L I O N . IT WI L L YI E L D A MINIMUM ANCHOR CA P A C I T Y WH I C H MA Y BE USED TO QUALIFY AD D I T I O N A L AN C H O R OP T I O N S FROM THE AN C H O R CA P A C I T Y TA B L E . r- 1 . 2 6 6 " - - j 2.L r r ( 1.125" f 1. 2 8 ' X 2. 1 1 " X .1 2 5 " MULLION (I N T E G R A l FI N MULLION) t?~~~~ ~ rt~ ~ Is:·;~ ~>! I~ ~ It !:::! ~~~~~ cuq..,.,.,,;wr{p ,,,. :-( tYNN 41;. .,,, ,, ~c¥< ........... ~(e // ,,' §. .. ··\,\CENSE ·· ... :,P ".-:., .::'I': ·. * ~ t * ( ~No. 58705 \ 0::~ ~"'· .. fA 11 o II .: IJJ~ -:;.;?0 '··.. STA EOF ...-·~,:: ', :;('-"'··.;''LORI0!:··:..,0' ,' , "'8 ........ <(:.'~ ,' '',,,StONA\. ..• · A. L~NJ.J Mfl:r:eli.'P.e. FL P.E.#58705 TA B L E 12 A - - - - - - - Mu U i o n C a p a c l t y T o b l o ( l b a l l t ' l r - Op e n i n g Wi d t h (f o r ve r t i c o l l y - e p a r r i n g mu l l o n o ) o r Op o n l n g Ho l g h t (f o r hor i z o r C a l i y - o p a n n l ~ mu i Q o , . ) 50 1 n I 50 1 n I 70 0 > I 10 1 n I oo 1 n I 1o c 0 1 I 12 0 1 n I 14 0 1 n I 18 0 1 n 3. 2 6 " 30 DE G . A l BA Y MU L l 1- - - ~n g . Lo o d i n g ~ Lo o d l n g ~ n g ~ a , _ _ Lo o d n a ': ' ' " ' I n a ~ Lo o d l n g . Lo o d l n g Lo o d l n a '"" " " ' ~ ~ LO C i d l n a LM d l n a Lo o d l n g Lo o d l n a - ~ ~ ~ - .- -.ng r . W ~ t r a p / T l i l i 1 1 1 r G R . . . . . . . . 'l l i i i i i T i f O n g . -~ - 'l l l l j i / T r l o n g -~ .. . . . ~ t ~ . . . _ , . . -~ . ~ 1'1 1 p r o 1 1 n g - ~ ~n g . - Tn r p ' T r l o n g . I h I h i ~~ I ~~ I h I 1~ I fi I 1~ J 1~ I 1~ J 1~ I 1~ I 1~ I I' I I' I I' I h I 1~ nll l n li hff i n li ,J i i n 11 n 11 n !l nff i ll . l l U ! 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O . o 11 1 e 11 0 . 0 75 4 11 0 . 0 12 7 5 11 0 . 0 eo : s te o . • t3 S 3 11 0 . 0 m t4 4 . 3 t3 6 3 t7 o . o eo e 12 0 . a 13 5 3 11 0 . 0 11 1 t0 3 . t 13 & 3 11 0 . 0 ee t 10 . 2 13 5 3 t7 o . o ea t eo In 11 0 . 0 88 5 11 0 . 0 70 1 11 0 . 0 to e a 11 0 . 0 7r t 18 7 . 0 12 1 8 11 0 . 0 11 8 t. . a . t 12 1 1 1 11 0 . 0 tM 4 12 8 . 8 12 1 8 te t . e • ne . e 12 1 1 11 2 . 1 02 4 t7 . 4 12 1 8 14 1 . 1 11 3 13 . & 12 1 8 14 8 . 1 81 3 73 . 1 12 1 1 1- 4 8 . 1 81 3 - - . -- . . . - -- - - .. . . ·- - . -- . ·- - - - -- - ·- - - - - - l I m ~ ~ *~ 11 1 1 n I 38 . • I 37 0 I 38 . 2 I 33 8 I :1 2 . 0 I 37 0 I sa . o I 33 0 I 27 . 5 I 37 o I a. o I 12 6 I 24 . 0 I 37 0 I 2 U I 32 0 I 21 . 4 I 37 0 I 22 . 1 I 31 1 I 1 U I 37 0 I 20 . 8 I :1 1 2 I 18 . 0 I 37 0 I 18 . 1 I 30 5 m l n l ~ l m i ~ I ~ I ~ I W I ~ I ~ I ~ I m i = I • I ~ I W I ~ I m l ~ l m l ~ l m 14 4 1 n I 17 . 8 I 22 0 I 11 . 0 I 20 1 TA B I . E 12 8 AN C H O R CA P A C I T Y AD J U I T I I I I E N T FORMULA: An c h o r C~ e c l l y Ta b l e li N I Si l l i l l n l l l l : 2. 7 k C C i i i i : i i i O Uk C o o c . HO I J o w C M U Fl l o c i C M U l' T W O O d - An c h O r C i p Pa t l e m a An c h o r l) o p o : J :1 1 1 r El c o Ul l l o c o n l! d g o Ola l 1 1 1 c o ~n) : J - - 1 . Em l > o d m o l i 1 ( 1 n ) : l 1- 3 / o l ' 2A i i C I ! o i i os· ~ o ~ ~ n - : - o : c : 7 ] 2 1 2 i c & A i l i i 0 C i i i (l ' v . ~ l b t • A n c ' - 0 3. 6 " Min . O. C . I (2 ) 2ic 5 An ; l e Cl i p (f i g . 2~1 71 o 11> 1 8 An c h O i i O 2. 7 1 " Min . D.C . I (2 ) 2 i 5 f1 o r o 1 i e Ct l p l (F i g . S ) : f 1 f 2 0 lb o FI G U R E 1: D D D o D o 2·1 1 : 1 " 1- 3 / o l ' " HD I I I I 75 0 1 b o 11 2 0 1 b o AN G L E CL I P (F I G U R E S 1- 3 ) MU S T BE US E D IN PA I R S . 1/ • " E i c o U I I c O c O R 1" I 2· 1 1 2 " 1- : 1 1 < " 1 1 - 3 1 4 ' 41 0 1b o T- 8 8 0 111 1 1u o lb o I 18 7 0 lb o 85 l l b o ! 2 m l b o TA B L E NO T E S : &/1 ~ ' Ei c o -3- 1 1 8 " 'I ! " 17 0 0 1 1 > 1 26 2 6 1 b o 22 6 4 1 b o :1 1 1 1 " E i o o l l l l l c o n 1' 2· 1 / ' i ' 1· 1 / o f ' 1· 1 , . . 27 0 1 1 > 1 28 0 1 b o ~l b o IS e O i b o NI A a. O i b o 1f o f " El c o Ll t t l c o n 1" " / 2 - 1 1 2 ' 1· 1 1 4 " I 1- 1 1 . . - :i & i l b o l "7 1 o l b o N! A I 11 2 0 1 1 > 1 NI A I 10 8 D i b o 11 • " & 8 E i e o i i / 1 8 " E i c o l 1 / o i ' ' 8 8 E i c o l f1 0 8 t e o i ll 1 2 8 t e o i 11 1 2 S i o l l l ~ Ul n o o o ~ a - t G 6 > . . _ ( G i l SC I O W ( G 6 ) 'I ! " 3- 1 1 1 1 " 'i ' 0. 4 1 ' - - 1 o. ~ · I o. u • · 1- 1 / 4 " 1· 1 1 4 " 'I ! " 1- 3 1 8 " I 1- 3 1 8 " I ! U . - • > 4i i f l b i 72 0 1 b o 11 8 2 1 b o :1 2 8 1 b o I " G O t b o i ! I O I I > o BM i b a 11 8 0 1 1 1 1 23 8 4 1 b o 16 2 1 1 1 1 I 1M O lb o I 11 2 0 1b o NI A 13 2 0 1 b o NI A we l l i 0 - 1 12 8 0 1 b o I 18 8 0 1 1 > 1 1) SE E SH E E T 1 FO R IN S T R U C T I O N S ON US I N G TH E TA B L E S AN D SH E E T 22 FO R IN F O R M A T I O N ON LO A D I N G . SE E SH E E T S 2- 4 FO R GE N E R A L IN S T A L L A T I O N ME T H O D S . 2) LI N E A R IN T E R P O L A T I O N BE T W E E N MU L L LE N G T H S AN D / O R OP E N I N G WI D T H S IS AL L O W A B L E . 3) MU L L I O N AN D MU L L I O N Cl i P S SH O W N AR E NO T TO SC A L E . FO R EX A C T DI M E N S I O N S . SE E St E E l S 18 - 2 0 . AL L MU L L I O N CL I P S MA Y BE FA C T O R Y MA C H I N E O AN D CO N T A I N UN U S E D HO l E S . HO L E S MA Y BE DR I L L E D IN TH E FI E L D FO L L O W I N G DI M E N S I O N S SH O W N ON SH E E T S 18 - 2 0 . 4) SU B S T R A T E S : CO N C R E T E SH A L L CO N F O R M TO AC 1 3 0 1 SP E C I F I C A T I O N S . HO L L O W AN D GR O U T - F L L E O CO N C R E T E BL O C K UN I T (C M U I SH A L L CO N F O R M TO AS T M C- 1 1 0 . WO O D SH A L L BE PR E S S U R E - T R E A T E D YE L L O W SO U T H E R N PI N E WI T H AN SG OF 0. 5 5 . AL U M I N U M SH A L L BE 60 6 3 · T 5 AN D BE A MI N I M U M OF .1 2 5 " TH I C K . ST E E L ST U O S TO BE A MI N I M U M GR A O E 33 AN D .0 4 6 " TH I C K (1 8 GA U G E ) . ST R U C T U R A L ST E E L TO BE AT LE A S T .1 2 5 " TH I C K AN D A3 6 . AL L AN C H O R S IN T O ME T A L SH A L L EX T E N D AT lE A S T 3 SC R E W TH R E A D S BE Y O N D TH E MA T E R I A L (D P - ) X (A N C H O R CA P · - - · ) •ANCHOR CAP._ MU L L I O N CA P . , _ _ US E TH I S FO R M U L A TO OB T A I N THE "ANCHOR CA P A C I T Y RE Q U I R E D " CO R R E S P O N D I N G TO AN AC T U A L PR E S S U R E RE Q U I R E M E N T FOR Tt£ OP E N I N G , WH E N IT IS lO W E R THAN THE MULLION CA P A C I T Y (F R O M TH E TA B l E ) OF Tt£ SELECTED MU L L I O N . IT W i l l YI E L O A MINIMUM ANCHOR CA P A C I T Y WH I C H MA Y BE USED TO QUALIFY AD D I T I O N A L AN C H O R OP T I O N S FROM THE AN C H O R CA P A C I T Y TA B L E . ~ 1 .1 2 6 " .. - - - ·3 0 ' - -- - 30 " BA Y (L a r; J j /3 . 2 6 0 " MU L L I O N ~ ~ - ~~~ i ~~~;t~ !!~! !::1 j!~,~ ,,'' 0~"( .~·,·'~.'~Mil/'',, -..''.$'~---·~,ceNs~·-.. ~1' r. ..... 2 ,.: ·· .. *s ~ */ No. 66705 \ ~ :: :, ~~:a::: ::.1l ·. "'11IS, II : w:: --::.16\ STATEO /If~ "..-~·· .. ~-'tOR\0~/ r:::-:::-_.,._,<5' '·········..,_~V,' 111 ,,~/0N/\\. ';.,,,' A.LY~N1 MILLE~. P.E. Fl P.E.fl68705 l ~ 1 3 A _ _ _ _ _ _ _ - - - - - - - · - - - - - · · - - - · - - - - - - - - - - - - - - - ~~~· I - - · - - - - - - - - - - - - . - , i l i o n C8j > I I C ~ _ T a b l e (l b ; l f t ' l ~~ ~ Op e n i n g Wi d t h (f o r Vl ! r t l c a l ~ m l n g mu i U o n a ) or Op o n l n g " - l g h t (f o r ho r t z o n t a i y - & p a n n i n g IT I I J I I o n a ) !D i n <l O i n 7D i n 80 1 n lO i n 10 0 1 n 12 0 1 n 14 0 1 n te o l n ~ __ . .. Tr a p ' T r i o n g . -- · 1\ o p / ~ . --· Tra p ' T ~ .. . . . - ~ .. TI O , o / T r l - - l l n g l l o r T - n g . -· - T, . , . r o f o n g . - Tr a p ' T J i q R. a t • n ; U • Tr l f > ' T l 1 - -- · 1'r l ! l l 1 ' 1 1 1 n g . ~ 3. 2 1 " 48 ~ n g L.o o d l r o LO i d l n g Lo o d l n g L - r o Lo d 1 g ~ Lo o d l n g ~ l. D o d l n g e - . g ' - l n g , _ ~ l n g e - . g L . - , g l. 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CM U PT W o o d Mo1 1 1 1 MU L L I O N CA P _ _ _ An c h o r l ' t p o : 31 1 8 • El c o Ull r ~ c o n 11 4 • El c o u. t r a a o n ar 1 1 r E 1 c o 31 1 8 " Ek : o U i t r a c o n 11 4 ' ' El c o Ut t r 1 c o n 11 < 1 " 98 El c o 6' 1 8 ' " Et c o 1/ l " 88 El c o •1 o s 1 1 1 1 1 01 2 8 1 0 1 1 1 .. . s .. . . US E TH I S FO R M U L A TO OB T A I N THE 'ANCHOR An c h o r Cl i p Pa l l o m o U l 1 r - . ~ U l 1 , _ .. - . s. _ l ( l e ) s c - ( 0 6 ) s c - ( 0 5 ) CA P A C I T Y RE Q U I R E D ' CO R R E S P O N D I N G TO AN Ed, g o l l l o f l n C O Q n ~ 1' 2~ 1 / Z ' 1" 2· 1 1 2 " :1 - 1 1 8 ' 1' 2· 1 1 2 " 1' 2- 1 1 2 " 2" ll - 1 1 1 ' 2" 0.4 1 1 " 0.1 1 4 " 0. 3 2 4 ' AC T U A L PR E S S U R E RE Q U I R E M E N T FOR THE E - ( l n ~ 1- 3 / 4 ' 1- 3 / 4 ' 1. 3 f 4 • 1- 3 / 4 " 2" MJ C • 1·1 1 < 1 " 1- 1 t . t • 1- 1 / 4 ' 1· 1 1 4 ' 1- 1 1 < 1 " 2' 1- 3 1 1 1 ' 1- 3 / 1 ' ( I H - 4 ) OP E N I N G , WH E N IT IS LO W E R THAN THE MULLION 2 An c n o r a 0 .. 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ST R U C T U R A L ST E E L TO BE AT 45 ' B A Y ~--o \ u1o tl _:' /ij~ LE A S T .1 2 5 ' TH I C K AN D A3 6 . AL L AN C H O R S IN T O ME T A L SH A L L EX T E N D AT LE A S T 3 SC R E W TH R E A D S BE Y O N D ~~~ \ S1A EO :' ~:::- TH E MA T E R I A L . MU L L I O N / O..<\ •.• ~'loRIOI'-.•" f}f ' '/,..,..(:'.s-'·· ....... --·~~ .,'' AN G L E CL I P (F I G U R E S 1· 3 ) MU S T BE US E D IN PA I R S . '',,,stoNA'-,,.•'' I A. LYN~ !A1L\l!R, P.E. FL P.E.#68705 -1 1. o o o · r- -1 1.o 0 0 " r r o - · . 1 2 5 " ~-o - _. 1 2 5 " 2.o 1 oo · -. 12 5 .. 2.o 1oo · I I .3 7 5 " - r - r 1" X 2" X .1 2 5 " MU L L I O N 60 8 3 - T6 Al U M . X -s E C T I O N r 2. 0 0 0 " 1" X 2" X .3 7 6 " MU L L I O N 60 6 3 - T6 Al U M . X -s E C T I O N r~ - - . 1 2 5 " .. . ST A N D A R D CL I P 10 6 3 · n AL U M . X- S E C T I O N .1 2 6 " 1 1. o o o · r r -. 1 2 5 " 2. 7 6 0 " _l .3 7 5 " I 1" X 2. 75 " X .3 7 5 " MU L L I O N 10 6 3 - T8 AL U M . X- 5 E C T I O N r- r l - · r " I i 1 2 . 1 2 5 · U. 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C L I P 80 6 3 · n AL U M . 1 E f US E Q FO R AL L 1 " X 2" AN D j - 1'x ~ : ~ ~ M L { f N S , .. 0. 2 2 5 " TY P . TO P V I E W - - - 5 . 0 0 0 " m;M I N . - = j l - - 1 ~" •· • • • . I I TA B L E B Mu l l Dl m a n l l o n Cl l h e a t #) 1" X2 " X. 1 2 5 " (5 ) 1" X 2" X .3 7 5 " (6 ) 1" X 2. 75 " X .3 7 5 " (7 ) 1" X 2. 75 " X .6 5 0 " (8 ) 1" X 3. 1 2 5 " X .5 0 0 " (9 ) 1. 2 5 " X3 . 1 8 8 " X .2 8 5 ' ' (1 2 ) 1. 2 8 " X 2. 1 1 " X .1 2 5 " (1 5 ) ~ 2X 5 AN G L E CL I P 80 6 3 - T8 Al U M . TO P V I E W PG T P a r U Mu l l i o n St d . Cl i p o n . t C I I p 66 6 0 5 66 6 1 1 3 M 66 6 1 1 1 8 M 66 6 0 0 6 66 6 1 1 4 M 66 6 1 1 1 9 M 66 6 0 7 66 6 1 1 5 M 66 6 1 1 2 0 M 66 6 0 6 66 6 1 1 6 M 66 8 1 1 2 1 1 \ A 66 6 3 7 M ee 8 1 1 1 8 M 86 6 1 1 1 4 M 66 8 4 1 M 86 8 1 1 1 7 M 66 6 1 1 1 3 M ~1) 3 _ 7 0 - ~ NI A NI A U. C I I p 66 1 1 2 . 4 3 M 66 6 2 4 4 M 66 6 2 4 5 M 66 1 1 2 4 6 M 66 6 2 4 2 M 66 6 2 4 1 M NI A An g l e Cl i p 66 6 5 1 1 M 66 6 5 1 2 M 66 6 5 1 3 M 66 1 1 5 1 4 M 66 6 6 1 5 M 66 6 6 1 6 M 66 6 6 1 7 M 1) AL L MU L L I O N CL I P S MA Y BE FA C T O R Y MA C H I N E D AN D CO N T A I N UN U S E D HO L E S . IF NE E D E D , HO L E S MA Y BE DR I L L E D IN TH E FI E L D FO L L O W I N G DI M E N S I O N S GI V E N ON TH I S SH E E T . 2) SE E SH E E T S 2- 4 FO R GE N E R A L IN S T A L L A T I O N ME T H O D S . c 0 E A 8 c 0 E A 8 c 0 E A 8 c 0 E A 8 c D E A t. I r ·~·, ,,.ll'"' l .126" .900" t 1.21" X 211" X 6De3· TB ~~~~ULLION Va l u e (In) 1. 8 2 5 2. 8 5 4 0. 8 9 1 5 0. 7 4 0 .4 5 0 M i n . 1. 1 2 5 2. 4 0 4 0. 8 3 6 0. 4 9 0 0. 4 5 0 1. 8 7 5 3. 0 0 0 0. 7 5 7 1. 1 1 8 .4 5 0 Min. 1. 3 1 2 3. 0 0 0 0. 4 7 8 0. 8 3 8 .4 8 0 Min. 2. 0 0 0 2. 6 3 7 0. 8 6 3 1. 1 3 7 .4 5 0 M i n . 2. 6 2 5 3. 2 6 2 0. 8 6 2 1. 7 6 2 .4 5 0 Min. 1. 8 1 3 X·SECTION. 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SH E E T S 10 & 11 TO P V I E W TA B L E C D t - M i o n F G H F G H F F TA B L E D Mu l l Dt m e n l l o n ll h e e l . , Mu l l i o n I 1" X4 " X .1 2 5 " 11 0 ) 11 1 1 3 1 4 1' X4 " X .3 7 5 " (1 1 ) 86 8 1 0 30 De g r e e (1 8 ) 68 6 4 9 46 De g r e e (1 7 ) 88 8 6 0 - - I I - ~s · r -- 2X 5 AN G L E CL I P 80 8 3 - T8 AL U M . X .S E C T I O N .125" - 5 . 0 0 0 " . _ _ _ .. , - 0 . 3 1 2 " y 0 .. - 0 - - - 0 . Va l u e ti n ) Fo r Mu l l i o n : 3. 6 8 7 t" X < f ' X . t 2 1 1 " ' 1. 0 0 0 Al u m l n i m 2. 6 8 0 :r w . t t t • • I 3. 1 8 7 1" X4 " X. 3 7 5 " 0. 7 5 7 Al u m i n u m 2. 4 3 0 Tu b e Mu l l a n 2. 8 1 3 30 ' Ba y Mu l l 2. 8 7 5 45 ' Ba y Mu l l PO T Pa r t # Si d . Cl i p Of t ' l e t en U. C I I p An g l e Clip a 1 1 1 U 11 1 1 1 2 2 M 81 1 1 2 4 1 M ee e 4 1 8 M 86 8 1 1 2 1 \ . 4 66 8 1 1 2 3 1 \ . 4 66 8 2 4 2 1 \ A 86 8 6 1 1 1 M N/ A N / A N/ A 88 8 5 1 1 0 M N/ A N/ A NI A 88 8 5 1 1 1 M ~-~~!§il @511~! 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LYNN IJ.Ll'ER1 , P.E. FL P .E.# 58705 EX A M P L E 1: SI N G L E VE R T I C A L MU L L I O N l MU L L I O N LE N G T H r; : : : . -=: _ = ~ m · ORS 1 ~ .. - '- . . . . , SE E ~ " " ' SE E FE N E S T R A T I O N DE T A I L S , PA O O U C T ' S SH E E T S AP P R O V A L ~ 2-- 3 ! - - - = - . - . - I " DE~~ . f l Sl f i T S /2 - 3 i} - , - i } - - : - c ' - · - · I. - ~ . - _ t NO AN C H O R S IN Wf N D O W SI L L __ j 3 2 " - - -: ~ ~ ~ ~ ' ; ; ; ; - ~ ·- - -O P E N I N G WI D T H - - - - EX A M P \ , E 2· MU L T I P L E MU L L I O N S HE I G H T FO R M~ l WI D T H - 11- . r~' = ' " . . : l . . . . j _ 8I E FE N E S T R A T I O N .r:.'~~ 7 r· * II ff i II SE E OE T A I . S , 8H t i E T S /. 2 - 3 lLJ ~ r ~ H 1-. i X L ~ i f n . - J ~ · -,11 ~ =H - j L -- - O P E N I N G WI D T H FO R VE R T I C A L MU l l . TH E BU I L D I N G SU B S T R A T E IS KN O W N TO BE WO O D ON AL L FO U R SI D E S . TH E WI N D O W FR A M E DE P T H IS 2· 1 / 4 " . TH E OP E N I N G RE Q U I R E S A DE S I G N PR E S S U R E OF +80.01-60.0 PSF. 1) IN I T I A L L Y AS S U M I N G TH A T A 1" WI D E MU L L I O N IS SU I T A B L E , TH E MU L L I O N LE N G T H IS 72 " AN D TH E OP E N I N G WI D T H IS 32 " + 3 2 + 1 " =8 8 " . RE F E R E N C I N G SH E E T 22, THE COLUMN USING RE C T A N G U L A R LO A D I N G MU S T BE US E D . SC A N TH E MU L L I O N TA B L E S FO R A MU L L I O N TH A T IS AT LE A S T TH E WI N D O W FR A M E DE P T H OF 2- 1 / 4 " AN D WI L L MEET OR EXCEED THE REQUIRED DE S I G N PR E S S U R E OF +6 0 . 0 1 · 5 0 . 0 PS F . I F TH E TA B L E DO E S NO T SH O W TH E EX A C T SI Z E , US E TH E NE X T LA R G E R SI Z E AV A I L A B L E . FR 0 ! \ 1 TA B L E 3A , SH E E T 7, TH E 1" X 2. 7 5 " X .3 7 5 " MU L L I O N (L E N G T H • 72 " , OP E N I N G WI D T H • 70 " ) ME E T S TH E DE P T H RE Q U I R E D , HO W E V E R TH E DE S I G N PR E S S U R E IS +/-58.3 PSF AND WOULD NO T BE SU I T A B L E FO R TH I S AP P L I C A T I O N . FR O M TA B L E 4A , SH E E T 8, TH E 1" X 2. 7 5 " X .8 6 0 " MU L L I O N (L E N G T H • 72 " , OP E N I N G WI D T H • 70 " ) H A S A DE S I G N PR E S S U R E OF +/ · 7 2 . 7 P S F WH I C H EX C E E D S THE REQUIREMENTS FOR THE OP E N I N G AN D MA Y BE US E D IN TH I S AP P L I C A T I O N . NO T E TH E AN C H O R CA P A C I T Y RE Q U I R E D OF 63 8 LB S . 2) LI S E TA B L E 48 TO FI N D TH E AN C H O R TY P E , AN C H O R QU A N T I T Y AN D CU P TY P E RE Q U I R E D FO R TH E WO O D SU B S T R A T E . BO T H TH E ST A N D A R D CL I P WITH (4) #12 ANCHORS AND THE 2X5 AN G L E CU P S WI T H (4 ) #1 2 AN C H O R S HA V E A CA P A C I T Y OF 84 0 LB S . TH O U G H EI T H E R ON E CO U L D BE US E D , TH E ST A N D A R D CL I P IS EA S I E R TO IN S T A L L . " 3) VE R I F Y TH E DE S I G N PR E S S U R E OF TH E FE N E S T R A T I O N PR O D U C T S US E D WI T H TH I S MU L L I O N SY S T E M . TH E LO W E R DE S I G N PR E S S U R E , OF MU L L I O N S OR FENESTRATION PRODUCTS, WILL AP P L Y TO TH E OV E R A L L 1\ S S E M B L Y. FI N A L DE S I G N PR E S S U R E RE Q U I R E S TH A T TH E BO T H TH E MU L L I O N AN D TH E FE N E S T R A T I O N PR O D U C T BE IN S T A L L E D IN ACCORDANCE WITH THE IN S T A L L A T I O N SP E C I F I C A T I O N S IN T O RE S P E C T I V E SU B S T R A T E S AN D FE N E S T R A T I O N PR O D U C T S TO !I I U L U O N . IN TH I S EX A M P L E , TH E DE S I G N PR E S S U R E RE Q U I R E D WA S +1 · 8 0 . 0 PS F . TH E OV E R A L L MU L L I O N SY S T E M WA S DE T E R I \ I I N E D TO BE 72 . 7 PS F WI T H AN AN C H O R CA P A C I T Y OF 638 LBS. ALTERNATIVELY, TH E AN C H O R CA P A C I T Y AD J U S T M E N T FO R M U L A CO U L D HA V E BE E N US E D TO CA L C U L A T E TH E AN C H O R CA P A C I T Y RE Q U I R E D FO R TH E EX A C T DE S I G N PR E S S U R E OF 50 PSF: (5 0 PS F ) X ( ::.~ ~~~ ) • 52 4 . 9 LB S (M A Y BE US E D TO QU A L I F Y # 10 ST E E L SC R E W S FR O M TA B L E 48 ) - - - - - - - - TH E BU I L D I N G SU B S T R A T E IS KN O W N TO BE CM U ON TH E JA M e S AN D US E S A CO N C R E T E HE A D E R AN D SI L L . TH E WI N D O W FR A M E DE P T H IS 2- 3 / f r ' . TH E OP E N I N G REQUIRES A DE S I G N PR E S S U R E OF +6 0 . 0 1 · 5 6 . 0 PS F . FO R TH E VE R T I C A L MU L L I O N : 1) IN I T I A L L Y AS S U M I N G TH A T A 1" WI D E MU L L I O N IS SU I T A B L E , TH E MU L L I O N LE N G T H IS 32 ' ' + 7 2 " + 1 " • 1 0 5 " AN D TH E OP E N I N G WI D T H IS 36 " + 3 8 " + 1 " •7 T . RE F E R E N C I N G SHEET 22, TH E CO L U M N US I N G RE C T A N G U L A R LO A D I N G SH A L L BE US E D . SC A N TH E MU L L I O N TA B L E S FO R A MU L L I O N TH A T IS AT L E A S T TH E WI N D O W FR A M e DE P T H OF 2-318" AND WILL I\ I E E T OR EX C E E D TH E RE Q U I R E D DE S I G N PR E S S U R E OF +5 0 . 0 1 - 3 6 . 0 PS F . IF TH E TA B L E DO E S NO T SH O W TH I ! EX A C T SI Z E , US E TH E NE X T LA R G E R SI Z E AVAILABLE. FR O M TA B L E 3A , SH E E T 7, TH E 1" X 2. 7 5 " X .3 7 6 " MU L L I O N (L E N G T H •1 0 8 " , OP E N I N G WI D T H • 50 " ) ME E T S TH E DE P T H RE Q U I R E D , HO W E V E R TH E DE S I O N PRESSURE IS +/-15.1 PSF AN D WO U L D NO T li E SU I T A B L E FO R TH I S AP P L I C A T I O N . FR O M TA B L I ! 91 \ , SH E E T 13 , TH E 2" X 4" X .2 5 0 " MU L L I O N (L E N G T H • 10 5 " , OP E N I N G WI D T H • 80 " ) HA S A DE S I G N PR E S S U R E OF +/ - 8 4 . 7 PS F WH I C H EX C E E D S THE REQUIREMENTS FO R TH E OP E N I N G AN D MA Y BE US E D IN TH I S AP P L I C A T I O N . NO T E TH E AN C H O R CA P A C I T Y RE Q U I R E D OF 87 1 LB S . BE C A U S E IT IS NO W KN O W N TH A T TH I ! MU L L I O N WI L L AD O 2" TO TH E WI D T H OF TH E MU L L E D UN I T , TH E AD J U S T E D OP E N I N G WI D T H IS 38 " + 3 6 " + 2 " • 7 4 " , NO T 73" 1\8 PREVIOUSLY AS S U M E D . VE R I F Y TH A T TH E DE S I G N PR E S S U R E IS ST I L L AP P L I C A B L E FO R TH E AD J U S T E D OP E N I N G . AL T E R N A T I V E L Y , TH E WI N D O W WI D T H S MA Y BE RE D U C E D TO MAINTAIN TH E 73 " DI M E N S I O N (3 5 - 1 / 2 " + 3 8 · 1 1 2 " + 2 " • 7 3 " ) , 2) US E TA B L E UB TO FI N O TH E AN C H O R TY P E , AN C H O R QU A N T I T Y AN D CL I P TY P E RE Q U I R E D FO R TH E CO N C R E T E SU B S T R A T E . IN TH I S EX A M P L E , AS S U M E THE POURED CO N C R E T E HE A D E R AN D SI L L AR E 8" WI O E . IF TH E !I I U L L I O N CL I P WE R E TO BE CE N T E R E D WI T H I N TH E fr ' , CA R E MU S T BE TA K E N TO MA I N T A I N TH E FA S T E N E R ' S EDOE DISTANCE. US I N G TH E ST A N D A R D CL I P WI T H (8 ) 3/ 1 6 " UL TR A C O N AN C H O R S AT AN ED G E DI S T A N C E OF 2· 1 1 2 " GI V E S AN AN C H O R CA P A C I T Y OF 10 5 0 LB S WH I C H IS GR E A T E R , AND TH E R E ~ O R E SU I T A B L E , FO R TH E RE Q U I R E D AN C H O R CA P A C I T Y OF 97 1 LB S . FO R TH E HO R I Z O N T A L Ml ! L L I O N S : BE C A U S E TH E VE R T I C A L MU L L WI L L BE A 2" X~ · X .2 5 0 " MU L L I O N , IN TH I S EX A M P L E WE WI L L MA T C H TH E HO R I Z O N T A L AN D VE R T I C A L MU L L I O N S , AL T E R N A T I V E L Y , ANOTHER MU L L I O N TY P E CO U L D BE CH O S E N • 1) TH E MU L L I O N LE N G T H IS 36 " AN D TH E OP E N I N G HE I G H T IS 32 " + 7 2 " + 2 " •1 0 6 " . RE F E R E N C I N G SH E E T 22 , TH E CO L U M N US I N G TR A P E Z O I D A L / T R I A N G U L A R LOADING MAY BE US E D . FR O M TA B L E 9A , SH E E T 13 , TH E 2" X 4" X .2 5 0 " MU L L I O N ( @ LE N G T H • 42 " , OP E N I N G HE I G H T • 12 0 " ) HA S A DE S I G N PR E S S U R E OF +1 - 1 7 0 . 0 PS F WH I C H EXCEEDS THE RE Q U I R E M E N T S FO R TH E OP E N I N G AN D MA Y BE US E D IN TH I S AP P L I C A T I O N . NO T E TH E AN C H O R CA P A C I T Y RE Q U I R E D OF 52 1 LB S . ~~ia~m ~i~! ~~I i ~· :::1 :E lt! ~ ::E ~ ~ !::1 ~ Erll_ ~ ;;J, '"' ~ ~ ~ w li) (/) 0 -wiF-i'o....;--~ it S2 ~ ~ ~ ~ ,.~J J ~ 2) US E TA B L E 98 TO FI N D TH E AN C H O R TY P E , AN C H O R QU A N T I T Y AN D CL I P TY P E RE Q U I R E D FO R TH E CM U SU B S T R A T E . IN TH I S EX A M P L E , AS S U M E TH E CMU JAMBS ARE 8" WI D E . IF TH E MU L L I O N CL I P WE R E TO BE CE N T E R E D WI T H I N TH E 8" , CA R E MU S T BE TA K E N TO MA I N T A I N TH E FA S T E N E R ' S ED G E DI S T A N C E . US I N G TH E 2X5 ANGLE CLIPS WITH (~) 31 1 8 " UL T R A C O N AN C H O R S AT AN ED G E DI S T A N C E OF 1" GI V E S AN AN C H O R CA P A C I T Y OF 54 0 LB S WH I C H IS GR E A T E R , AN D TH E R E F O R E SU I T A B L E , FO R THE REQUIRED AN C H O R CA P A C I T Y OF 52 1 LB S . ''' -\~ \:."l'Nl'ooi11h '71, ,, ~c'~ ........... Z(~ ,, 4) FO R TH E U· C L I P IN TH E HO R I Z O N T A L MU L L I O N TO VE R T I C A L I\ I U L L I O N . US E TH E SA M E AN C H O R CA P A C I T Y OF 52 1 LB S . TA B L E UB FO R TH E U- C L I P SH O W S THE ANCHOR CA P A C I T Y IS 10 7 ~ LB S WH E N US I N G 3 AN C H O R S , WH I C H IS GR E A T E R , AN D TH E R E F O R E SU I T A B L E , FO R TH E RE Q U I R E D AN C H O R CA P A C I T Y RE Q U I R E M E N T OF 521 LBS. THE AN C H O R TY P E IS A #1 2 ST E E L SC R E W . FR O M TH E AB O V E ST E P S , OU R MU L L I O N DE S I G N PR E S S U R E IS : +/ · 8 4 . 7 PS F FR O M TH E VE R T I C A L MU L L I O N ; +/ - 1 7 0 . 0 PS F FR O M TH E 36 " HO R I Z O N T A L MU L L I O N AT T A C H I N G TO CM U ; +/ · 1 7 0 . 0 PS F FR O M TH E 38 " HO R I Z O N T A L MU L L I O N AT T A C H I N G TO TH E VE R T I C A L MU L L I O N (I N T E R S E C T I O N ) . TH E LO W E S T DE S I G N PR E S S U R E IS +/ - 8 4 . 7 PS F AK J WO U L D AP P L Y TO AL L OF TH E MU L L I O N S . VE R I F Y TH E DE S I G N PR E S S U R E OF TH E FE N E S T R A T I O N PR O D U C T S US E D WI T H TH I S MU L L I O N SY S T E M . TH E LO W E R DE S I G N PR E S S U R E , OF MU L L I O N S OR FE N E S T R A T I O N PR O D U C T S , WI L L AP P L Y TO TH E OV E R A L L AS S E M B L Y . FI N A L DE S I G N PR E S S U R E RE Q U I R E S TH A T TH E BO T H TH E MU L L I O N AN D TH E FE N E S T R A T I O N PR O D U C T BE INSTALLED IN AC C O R D A N C E WI T H TH E IN S T A L L A T I O N SP E C I F I C A T I O N S IN T O RE S P E C T I V E SU B S T R A T E S AN D FE I E S T R A T I O N PR O D U C T S TO MU L L I O N . ~'.§,.·'\,)CENSt: ·• .. :jf> ,...~ ' ~ . . * ~ ~ * / No 58705 ..... -:;. -. . -· ~· :: :. : 0:: ::"t)', li\ on ;IJJ_ ~~16\. sTI'l F ./~,~ ~~ ;;('-"· ••. FLQRIOI':·,. rJ' ,' '-,~;~si'O'Nf..~ ~~,,, A. Lv'NN1 MlLL~: P.E. FL P.E.# 68705 EXAMPLES OF RE C T A N G I J L A R L O A D I N G : LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHO R E D L O A D I N G O F V E R T I C A L M U L L I O N W I T H I N T E R S E C T I N G H O R I Z O N T A L M U L L I O N S { } ; H n J H l J / S I W H L O A D I N G O F H O R I Z O N T A L M U L L I O N W I T H I N T E R S E C T I N G V E R T I C A L M U L L I O N L O A D I N G O F V E R T I C A L M U L L I O N W I T H I N T E R S E C T I N G H O R I Z O N T A L M U L L I O N S E X A M P L E S O F T R A P E Z O I D A L / T R I A N G U L A R L O A D I N G : ~ - ! ~ i l ~ ! ! l i ! g l ~ : : : l i : : : : l : : : ! : I l l ~ I L O A D I N G O F V E R T I C A L M U L L I O N L O A D I N G O F H O R I Z O N T A I . M U L L I O N ! ! P W P W L O A D I N G O F ( 2 ) H O R I Z O N T A L M U L L I O N S ! - t - - · - t - · - · · ! I I ! ¢ I I < : 1 S G O ~ - ~ _ ; , ; - : : : . - - - : : * - - - ~ - = - L O A D I N G O F V E R T I C A L M U L L I O N L O A D I N G O F H O R I Z O N T A L M U L L I O N S H I D H H R / { ) / L O A D I N G O F H O R I Z O N T A L M U L L I O N L O A O I N G O F H O R I Z O N T A L M U L L I O N ! L O A D I N G O F H O R I Z O N T A L M U L L I O N ~ 1 ) D R A W I N G S A R E R E R E S E N T A T I O N S O F T Y P I C A L C O N F I G U R A T I O N S . C O N F I G U R A T I O N S N O T S H O W N M A Y B E E X T R A P O L A T E D F R O M T H O S E S H O W N . 2 ) I F T t E L O A D I N G T Y P E C A N N O T B E D E T E R M I N E D , U S E R E C T A N G U L A R L O A D I N G . 3 ) S E E P R O D U C T S ' A P P R O V A L F O R A C T U A L A N C H O R L O C A T I O N S . , , , , - ~ \ . ~ I L · . . . . ' ' 0 ¥ - . . . . . . . . . . . . . l t : ~ ' ' , ~ i f . · · , c . ~ N S ! : · · • r t 1 , ~ : " · · ~ ' ~ ~ / ~ 0 . ! > & 1 0 & . . . . . . \ ~ ; ~ o c s ~ · . . ( " · . , . ~ ~ ~ ~ ' ' / l i : J _ - : . , ~ · • . s 1 P > E 0 : ' ~ : : ' ; ~ ~ i _ · · . . . ~ ~ ~ ~ ~ ! : · · ' ~ 0 / , , , , . s s r o N P . . ' - ~ / A . L Y N I J M l l ~ E R ' ' . F L P . E . # 5 8 7 0 : - E . CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 7/19/13 Permit Number: 2013040227 lot: 33 Block: D Subdivision: pt:rr.,*rr'l::" Job Address: 8162 BRADFORD WAY . ( r'v-o& . ~fJ'j Work Description: SINGLE FAMILY RESIDENCE/ P06t1f-- Contractor: TOLL BROTHERS, Phone:5619991877 INC. DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL '"'\\~h."\ c.£\. \Q..~ ELECTRICAL PLUMBING MECHANICAL