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RC-12-1004R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 202695 Permit Number: RC -6 -12 -1004 Inspection Date: November 07, 2013 Inspector: Dacquisto, David Owner: MORGAN, MARY Job Address: 307 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Alteration Phone Number (305)606 -2098 Parcel Number 1132060136000 Phone: (305)685 -0412 Building Department Comments INTERIOR REMODEL AS PER SCOPE OF WORK 08/08/2012- PENDING NOC 08/14/2012 - RECEIVED NOC 06/20/2013 - EXTEND PERMIT PER LAST APPROVED INSP. Infractio Passed Comments INSPECTOR COMMENTS False (00 /1/4C C Passed 3 Inspector Comments , " " =(_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 07, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 R ECEI \/ .T JUN 11 NIZ Permit No. Master Permit N 1 2_f (XC1 Permit : ' ^ _ , ROOFING q� / l p �y �j OWNER: .� . ' 1 ' e rtleholder): P' )bP- Let "` r i MO hone#: l ,3) - �Z•-� r 0 Address: ° V9— i�G 9� S 1- City: -\ S (ice-es , Ft- Zip: '33/3 Tenant/Lessee Name: 3 {- Phone #: e: BUILDING Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: II .3-06 ° O`3 ` (000 Is the Building Historically Designated: Yes County: Miami Dade Zip: CONTRACTOR: Company Name: DROP t C_ Address: 14040 t& 6 C City: Pt- A * 'A' State: Zip: nthr Qualifier Name: O T C . / - ' *C) A S Phone #: State Certification or Registration #: CG c-! 25/( Certificate of Competency #: Contact Phone #: Email Address: NO Flood Zone: Phone#: %DT) ,(J-' C) 1//2 DESIGNER: Architect/Engineer: N\4 _ L C N6' t-z Phone #: 3a.- 5263037 Value of Work for this Permit: $ 13 CI ‘--- Square/Linear Footage of Work: 21 ' Type of Work: °Addition *ligation °New ORepair/R eplplace ,°Demo lition Description of Work: T(lZ I ) li ) L-- P Vera h-O 1, or ' JJo i r ************ **** * ******* * * *******+x***** Fees ***** x** **** ** x**+ *+ x***w******** *** *****+x*** Submittal Fee $ -- tgo Permit Fee $ 7D7( CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AF'141DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureA Owner or Agent The fore oing instrument was acknowledged before me this 30 day of It I , 20 12- , by And iv E, "IC who is personally known to me or who has produced Fl®rtc+tr.. Driver £icerisc.s As identification and who did take an oath. NOTARY P Sign: Print: e Notary Public State of Florida Senayda G Toledo My Commission EE116644 My Commission Expires: .8 ,oq_2o0- Signature Contractor The foregoing instrument was acknowledged before me this day of iShef --\t— , 20 L, by 07.1,444b 43, who is personally known to me or who has produced le t_ OP Riff as identification and who did take an oath. NOTARY PUBLIC: DO • rhr ijfY.rf i��• 4. II • - ; LOPEZ # EE188097 March '10, 2010 s,+x*** * *** *****, x, x****, u*, s, x, x** *a,+ xs:+ xa, a,+ x***** **, x+ x********* x,**** *, s, x, x****a , **** * ******* ******** sir *+x+s,x,z,xsx,x**,x,x,s,x, *** APPROVED BY Plans Examiner IV%/ Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO1 L6 �- Iod"t TAX FOLIO NO. \I .320C 0 t ,°� 1 11 11111111111111 11111 1 1111 11111 11111 1111 11 11 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description pf property ands address: S °> Sill P(vU ID-- +0 t.l®fi l V 2. Description of improvement: CFN 201280570.16 OR Bk 28227 Ps 3487E tips) RECORDED 108/14/2012 09 :29 :4O HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. (3o -X!-0 5. Surety: (Payment frond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7„ Florida Statutes, Name, address and phone number. S. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement 4 • h (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YAUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signatures) s or Ow er(s)' A o zed Officer irector/Partner /Manager Prepared By �()( .,AN1 (�, \,'< Prepared By Print Name Print Name Title /Office Title /Office STA OF FLO DA COU' e ► -DADE : •1 y ent w; ac 1,; owl = • • �j. fore a is The fo ndiv,r, • ❑ Pers ._1 <l G,i. ,i. • el*. ANDREAl§nAW i MY COMMISSION # EEOS% EXPIRES June 04, 2015 n '� ..s.. t U_ _ ,, ::_' ►agar ' _ . • Di S L i-r Seel. pe' • pQ ury,ry , I declare that I have read the foregoing • t ! ` that the facts stated In it are true, to the best of my knowledge and ,� , i MAO **Moan&Cants Sigrjture of er(s) g r Her Qw (s' } s Authorized Officer /Director /Partner /Mana7jer wno sig ea above: D.C. 14 day of ,ac s +z I a i'-'L 33/1 P. 4 I;• •rn� .1 •'.t►1 anginas Ned in Ms of/iCe On day os ESS my Ilan. end 0 By 123.O1.S2 PAGES 3%0 / \/ 90 \t3 By TANASNIA ARNOLD 1144 Permit No: 12 -1004 Job Name: June 14, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Provide approval from Miami Dade County Health Dept. (DOH /HRS) S W "> p S ) Provide all permit applications prior to any further review.Mechanical, electrical, lumbing, paint, irrigation, Septic, and site wall/fence. Provide corrections for electrical, plumbing, structural building and zoning. Gota-tr,-4101, The plans are designed under the wrong code, archite ra and structural The correct code is FBC 2010. 11.4-n.S G a .1 1m S. l t S • 1, he wind load design criteria are wrong. C at iAre. " Al 1 P-0 S • 2- 1-10 '� The level of alteration is level 3 not 2. C 9 'ro (. fit- 3 emove the notes on the plans that do not refer to this rroject. This includes soil • provement requirements. s' W.-- A • ( 44.v, S. Z Q- p Identify the secondary means of escape for all sleeping rooms. 54-- - %� -2 ' Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. RC( 2 - Itaplf Job Name tiog4',4W Date - -2.12°- STRUCTURAL CRITIQUE SHEET r't q i $CZ'weem c,c r fs°Te,'q A) - Iw Q N S' 2 pJ ert $ -Fob Co cA dekt - g Z L ervi) PO 0 J i v ED i 1 t 1-s ` 1'F rt o vF t e 2E- L-Ev -A-o-f i.jol is • 161- IzfiutvP1 nrri1 3 O c �L 12 CN D,E w.‘Ni D Lo k-s) c4 Zc-k-f'4t- K-Y2- , ()144/+4 O gPEC A -Pgc- C`z° t o CI £3 o—o ti--4-go N p R&.s ito v.) 'dis k'-e car +rl F dJ-[ 37- ow E [..- >✓ u4 is �C SPt.t'- -t_ 4r4 f- A-et °mooP ,B.3T -ro +-f fr e3 R.}9 ( I- -3 g P cr'P- S No �} fijr- Vfo 01-1 w 1 °nr 2e.�• c rZ_- St5 Ae 3 No106 of 1' 6 ,k -pn.ru c..o•M, H E I1S t o b Rte'ey'� Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: DATE: C I, d - M114,(76 o Contractor o Owner rchitect Picked up 2 sets of plans and (other) �°// Address: l r 9 3- - .2/ - From-the building departme t on this date in order to have corrections done to plans And /or get County stamps. unders that the plans need to be brought back to Miami hores Village Buiidin• ;•a • t. continrmitting process. Acknowl edge PERMIT CLERK INITI RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E 2nd Avenu Miami Shores, Florida 3313 Tel: (305) 795.220 Fax: (305) 756.897 Permit No. (2,-- ( Job Name / s?/2, PLUMBING CRITIQUE SHEET /47/ /eS ,f i Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060136000 Owner's Name: OLE OSTERGAARD Job Address: 307 95 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 2000 Total Job Valuation: $ 135,700.00 Contractor(s) ORONI INC Phone (305)685 -0412 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/19/2012 : Yes Comments: BEDROOM IN GARAGE IS EXISTING Permit No: 12 -1004 Job Name: June 14, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade County Health Dept. (DOH /HRS) 2) Provide all permit applications prior to any further review.Mechanical, electrical, plumbing, paint, irrigation, Septic, and site wall/fence. 3) Provide corrections for electrical, plumbing, structural, building and zoning. 4) The plans are designed under the wrong code, architectural and structural The correct code is FBC 2010. 5) The wind load design criteria are wrong. 6) The level of alteration is level 3 not 2. 7) Remove the notes on the plans that do not refer to this p'oject. This includes soil improvement requirements. 8) Identify the secondary means of escape for all sleeping rooms. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami Shores Village Building Department Permit No: 12- Job Name: Ha Date: }- ,7-e�ip,, 17 ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 A im ; e' --/c: < x5/C) ./7e e.;64-, 5 2 G c 1/' ' ilskee R ee hz 5' Ire,07-1-C e a,c-d e e r� O' P' ›`9,/t-' j`3 /1t /' iY'"- PI'- j e',y ,q Me LaAA tig A — e C ly e'9 /1- 4/e9— 0- �'7 /2 C'i /09 -.77t )- /3 /i ma'; j 1 2C);:,9 /4) /j2 e)' Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. RC! 2 - loo5 Job Name hl oo?j / ti Date G- STRUCTURAL CRITIQUE SHEET t.i it `I Aim -.N-r x-10 rater' iv 45 5' ,,P C$ dsZ, Wv 4 sot/ e iJert -PGA Co C .1.1 C- g e G a ra.i) .44. Nov 1 (l p LE e- r t v� t e2.ELev* -Tr jer S • CIA-41-14E W.vs`i D Colt-9 C�c Z024' Pte- el S3 ©°-CD rl v e_e1'N 10 -C. eM uu+le 7o SPLi'e1:7 o &I it -y , jec4:I7l v1~ No ,A --. t rf � (4) cpou.e. •G •. of fm- E dpi. c.4o6,4 HeV-TS Wiwi SPEEo t3 14-6 b 4C1,: s3o -® 3Peu'F1E.f ificd ►v 0,411SEILMeimpak 4■111Wro 1i I Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Folio Number:1132060136000 Owner's Name: OLE OSTERGAARD Job Address: 307 95 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 2000 Total Job Valuation: $ 135,700.00 Contractor(s) ORONI INC Phone (305)685 -0412 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/19/2012 : Yes Comments: BEDROOM IN GARAGE IS EXISTING lvi iami Shores Village Building Department Permit No: 12- / Job Name: Holz G= Date: }- reetw mmG !- ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 3/c, /� = F e /CGJ j ? e;# -1 S tZP-L 4 ,E= k / ®® »krp i7tree A /49®1-fe !Y' m- e-70PA, eyz_ C 17i11,47.4116 CvL at f a' l-j eriY g / P A-//' /2IA°, A – C cAt -1.1 `( 561. co h L ''vim' C.. 7 ` r G 6'A-Ii. c « /o.o. ire, • 6'9 /1- X09— « Ci Flo /a C f3J Nep e,4 g maPli; ‘4PpcZ 912C / jiv, t-, -1/\J"- P Ps (1 f5vvidwic-k. NAT-3' S trt y ✓ e4,i�- Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector b 4 Permit No: 12 -1004 Job Name: June 14, 2012 Miami Shores Vuiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (306) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Provide approval from Miami Dade County Health Dept. (DOH/HRS) S"* "1o" 2) Provide,a permit..applications prior to an further review.Me Pranical, eiVee�frical, Skt lY.9bih • aint, irrigation, e • , an • site wall/fence. Sc SMp,perbsea-1 • - Provide corn= o - e r`ca , p um . , - : i, building and zoning. Goltaitolvl r The plans are designed under the wrong code, architectural and structural. The correct c o d e is FBC 2010. f v t - t nn . S GI a • I S - I i S • .- C,5)---The wind load design criteria are wrong. C- OW *4- Al i /0-0 S • 7•- 1.16 Q__ . The level of alteration is level 3 not 2. C 9 fa (.fin- 3 Remove the notes on the plans that do not refer to this pooject. This includes soil Jrrfprovement requirements. S (fir A -( 4•0. S. 'Z_ Q. rtduet,(9‘41‘..." Identify the secondary means of escape for all sleeping rooms. S (rt• A-2- Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305 - 762 -4859 I 1 Miami Shores VVuiage Building Department Permit No: 12- V Job Name: Haft 6- Date: }► yeeivAP s•� `� ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 e4.1 ;AC2 ,� = «f /() ✓74-9421904-i'c'Ai 442 c, y /c'® .61'1rR KO/0W b A /tvj(c n L m,e -defe- t, Cyz._ X 7 5'AZ /s ®P -7/x-4, fo'o'l% Jam/- e lY f9- item 4,tj AA Aip A Lvi 1-0 L( ''b34' i . 1;) r 11��41LrG %/etk. 1=07,2. k/' ire /y G.19 //0°- Q' « F. ) 0 / 1f/ -PLC )" c> 49/`, -C Pie �IZC }-cry %' n/2 C%l (ai4-'0 •. # ! 4 Y g. -n r ?M' t.-5/111 � 4 _.,,_;`�' �:.�...� .!"� rid:. P'"8` "L. $1/1/ y ✓ /�-- 2 G• /� Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector •w • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. PG! 2 - /00- Job Name Mio•,/ Date f 2– STRUCTURAL CRITIQUE SHEET iffy ' / T.k -Fv elf N 5' S' r" s t�arvi) A-46- te Lev-Awl 120.1' i D EA ,t..._ i i i Pi-EA-se- 1&x-1° o v" w."Ni D Lok-.i7 -r i'I Pte- - ,c o G•h r �- to C 6 3 0-0 r7° -o ?JP- n 400 vow Ze►'N foie_cFMt aJT .3 to L 6. u L, o SPL1-c` tc kicky > -z-co rt tee , R.�' 1 c S 2 if A-•3 4.,,q , P EcFF -Y st N0 .` & vi) As coN (�„„•i•,r- e z+ ia- Stt-L lk° 3 NorJa of 14 t6 kt rrrG c.-o $ H ev- S 14-1) D 6D • wet eS • Arlenis Silvera From: Orly Iglesias <oroni4545 @gmail.com> Sent: Tuesday, May 27, 2014 11:19 AM To: Arlenis Silvera Subject: RC 6 -12 -1004 Hi Arlenis: Ismael asked us to write an email about this permit explaining the reason for the extension. Would you please forward it to him? Thanks in advance. To Whom It May Concern: We are requesting a permit extension due to the fact that the owner of 307 NE 95 St. has contracted someone to do work outside our company and said work has not been completed despite having been started. Also, the owner has not met our request to install sod after septic work. For these reasons we have not been able to pass a final inspection on permit #RC 6 -12 -1004, but it is the only thing we are waiting on. Regards, Orlando Iglesias ORONI, Inc. 14040 NW 6 Ct. Miami FL 33168 (305) 685 -0412 1 Arlenis Silvera From: Lemke, Andrew (MDT) <ALemke @miamidade.gov> Sent: Friday, April 25, 2014 11:37 AM To: Arlenis Silvera Subject: Permit Extension Arlenis Silvera Permit Clerk Supervisor Miami Shores Village Permit RC -6 -12 -1004 Dear Ms. Silvera, Thank you so much for your call this morning. Pursuant to our conversation this morning we are requesting an extension for our master permit for our home at 307 ne 95th Street Miami Shores Florida 33138. We are requesting an extension because the plans for our sidewalk work have been referred back to Miami Dade County for review and it is unknown at this time how long that will take and that will delay the concrete pour and the landscaping needed for the permit to be closed. If there is any additional information that is needed I can be reached at the phone number or e mail listed. Sincerely, Andrew M. Lemke 305 - 606 -2098 andrewinflorida@hotmail.com 1 BUILDING PERMI LAPPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 INSPECTION LINE PHONE NUMBER: (305) 762 -4949 Master Permit No. Sub Permit No. T-7 APR �2 32014 BY- e=/-- FBC 20 LJ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ;`EXTENSION RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLICWORKS ❑ CHANGE CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: City: Folio /Parcel #: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4N 0 (e.w L N. K tt Phone#: � ( rO CC-VAN C (4N1 c 9(1 t vi. `7R.. City: ! \ 6L\ ( 6 IS. CA-91/1\/ State: IC-c_. 3G Miami Shores tE 5-1-0- 5-rN -cr County: Miami Dade Zip: Address: Tenant /Lessee Name: Phone#: DcT ^c:0 `""96 Email: (1;leo.) (IQ 0 a I9/4 Q__ker\- Lv CONTRACTOR: Company Name: Cf.© N 1 NC Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect /Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square /Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair /Replace ❑ Demolition Description of Work: I�`�C i �� -r''fl Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved And a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this -g3 The foregoing instrument was acknowledged before me this day of Q`k- 20111 by 6-10.2-61--; Cs-` c , day of , 20 , by who is sonally known a or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: My Commission Expires: .1 ._`� V 4�u � 4.cd= • Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02 /24 /2014)(Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) E''�• G/�J "JEE iNJ ✓'�\ f- R A FRANK L. BENNARMI NOVA,TION EX I Job #: 12- MAC -01 For: MPBELL ARCHITECTS alf' o Q Project Details: MORGAN RES. 307 NE 95TH STREET ° MIAMI SHORES, FL Wind Load Design Pressure Calculations Ny Site Information Elev, Z(ft) Building Classification: Enclosed Wind Speed MO: 175 mph Exposure Category: C Roof Type: Gable Roof Slope (8): 14.0 deg Mean Roof Height (h): 17.0 ft Min. Building Dimension (L): 53.0 ft Parapet z 3 feet? No Level of Highest Opening Affecting Positive Internal Pressure (z_Max): 15.0 ft d ®l t General Calculation Elev, Z(ft) Directionality Factor (Kd): 1 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC01): ± 0.18 Topographical Factor (Krt): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.87 Velocity Pressure (qh): 68.33 psf End Zone (a): 5.3 ft ASD Method: P = 0.6w Mark Elev, Z(ft) Size: W x H Or]) Zone Shutter? Area (ft2) KZ (K h) q Z (q h) GCp,+ GCp _ Pressures (psf) 1 17 32.0 x 84.0 4 No 18.7 0.87 68.33 0.95 -1.05 +46.4 / -50.5 2 17 72.0 x 80.0 4 No 40.0 0.87 68.33 0.89 -0.99 +44.0 / -48.1 3 17 96.0 x 84.0 5 No 56.0 0.87 68.33 0.87 -1.14 +43.0 / -53.9 4 17 36.0 x 84.0 4 No 21.0 0.87 68.33 0.94 -1.04 +46.0 / -50.1 5 17 30.0 x 80.0 5 No 16.7 0.87 68.33 0.96 -1.32 +46.8 / -61.6 6 17 32.0 x 80.0 4 No 17.8 0.87 68.33 0.96 -1.06 +46.6 / -50.7 7 17 30.0 x 84.0 4 N ' } . , 7 68.33 0.96 -1.06 +46.6 / -50.7 8 17 60.0 x 44.0 4 I' ' 68.33 0.95 -1.05 +46.5 / -50.6 9 17 38.0 x 44.0 4 N 1. I 68.33 0.99 -1.09 +47.9 / -52.0 10 17 52.0 x 36.0 4 at adog.3 ,arc 4 :7 68.33 0.98 -1.08 +47.6 / -51.7 NOTES: Design is in accordance with ASCE 7 1'c:, o nd th 10 Florida Buildi Code. Results are not valid for use unless approved via orig =I sign e and raised engin seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * d(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7 -10 Table 1.5 -1 and Figures 26.5 -1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor- supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. ng y r Tue, May 22, 2012 Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 kat 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 PHONE: 954- 354 -0660 FAX: 954- 354 -0443 W WW.ENGEXP.COM PAGE 1 OF '5 ISO EJN JNJEERIN9 ERR6 A FRANI< L. BENN.AROO, P.E., INC. INNO'.ATION EX Internal Job #: 12- MAC-01 Prepared For: MARK A. CAMPBELL ARCHITECTS Project Details: MORGAN RES. 307 NE 95TH STREET MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations Site Information Elev, z (ft) Building Classification: Enclosed Wind Speed KO: 175 mph Exposure Category: C Roof Type: Gable Roof Slope (0): 14.0 deg Mean Roof Height (h): 17.0 ft Min. Building Dimension (L): 53.0 ft Parapet z 3 feet? No Level of Highest Opening Affecting Positive Internal Pressure (z_Max): 15.0 ft General Calculation Elev, z (ft) Directionality Factor (Kd): 1 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC01): ± 0.18 Topographical Factor (Ka): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.87 Velocity Pressure (qh): 68.33 psf End Zone (a): 5.3 ft ASD Method: P = 0.6w Mark Elev, z (ft) Size: W x H (in) Zone Shutter? Area (ft2) K (R h) 9 Z (q h) GC, t GC _ Pressures (psf) 11 17 18.0 x 24.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 12 17 18.0 x 40.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 13 17 36.0 x 52.0 4 No 13.0 0.87 68.33 0.98 -1.08 +47.6 / -51.7 14 17 36.0 x 39.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 15 17 12.0 x 26.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 16 17 18.0 x 54.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 17 17 18.0 x 39.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 18 17 34.0 x 50.0 4 No 11.8 0.87 68.33 0.99 -1.09 +47.9 / -52.0 19 17 34.0 x 16.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 20 17 36.0 x 50.0 4 No 12.5 _ 0.87 68.33 0.98 -1.08 +47.7 / -51.8 NOTES: Design is in accordance with ASCE 7 -10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engine seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult *V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7 -10 Table 1.5 -1 and Figures 26.5 -1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor- supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 kat 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 PHONE: 954- 354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.COM PAGE 2 OF 3 ENC:31NEERING 6R%6 A FRANK L. BENNARDO, P.E. , INC. INNOVATION EX Internal Job #: 12- MAC-01 Prepared For: MARK A. CAMPBELL ARCHITECTS Project Details: MORGAN RES. 307 NE 95TH STREET MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations Site Information Elev, z (ft) Building Classification: Enclosed Wind Speed (Vult): 175 mph Exposure Category: C Roof Type: Gable Roof Slope (8): 14.0 deg Mean Roof Height (h): 17.0 ft Min. Building Dimension (L): 53.0 ft Parapet z 3 feet? No Level of Highest Opening Affecting Positive Internal Pressure (z_Max): 15.0 ft General Calculation Elev, z (ft) Directionality Factor (Kd): 1 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GCp1): ± 0.18 Topographical Factor (Kn): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.87 Velocity Pressure (qh): 68.33 psf End Zone (a): 5.3 ft ASD Method: P = 0.6w Mark Elev, z (ft) Size :_W x H (in) Zone Shutter? Area (ft2) K (Kh) q Z (q n) 'GCP+ GCp _ Pressures (psf) 21 17 36.0 x 40.0 4 No 10.0 0.87 68.33 1.00 -1.10 +48.4 / -52.5 22 17 56.0 x 38.0 4 No 14.8 0.87 68.33 0.97 -1.07 +47.1 / -51.2 23 17 38.0 x 78.0 5 No 20.6 0.87 68.33 0.94 -1.29 +46.1 / -60.2 24 17 18.0 x 78.0 4 No 14.1 0.87 68.33 0.97 -1.07 +47.3 / -51.4 25 17 18.0 x 42.0 5 No 10.0 0.87 68.33 1.00 -1.40 +48.4 / -64.8 26 17 36.0 x 42.0 4 No 10.5 0.87 68.33 1.00 -1.10 +48.2 / -52.3 27 17 20.0 x 44.0 5 No 10.0 0.87 68.33 1.00 -1.40 +48.4 / -64.8 NOTES: Design is in accordance with ASCE 7 -10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engin seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7 -10 Table 1.5 -1 and Figures 26.5 -1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor- supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. n y With Raised` Tue, May 22, 2012 Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 kat 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 PHONE: 954- 354 -0660 FAX: 954- 354-0443 WWW.ENGEXP.COM PAGE OF 3 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being ism under the applicable rules and governing the use of cmistrucdm 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 bye 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 fir) for the AIM {m areas other than Miami-Dade County) mauve the right to have this product or material tee 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 AHd may immediately revoke, modify, or Impend the use of such product or material within their juritafiction. PERA maws the right to revoke this uceptance, 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 cue. This product ct is approved as detmribed herein, and has been designul to comply with the Florida Building Code, including the MO Velocity Hurricane Zone. o o 4gy MIAMI- D*/ADEE COUNTY, FLORIDA PRODUCT CONTROL ROL ON 11805 S.W. 266 Street, Rolm 208 lei, Florida 33175-204 T (786) 315 -2590, F (786) 315 -2599 maxmlanddadanntiernd :-Merles - “SH 780” " 11 .171. r'. I I APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Inset", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/0712011, 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 Sion. MISSILMMCrTRATHIG: i. nerd mall LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Davis= shall be required for Glazing Option `" at installations above 30 Ft, above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the nianufactwer's name or logo, city, state, model/ series and following statement ads County Product Control Approved' unless °the:who noted herein. RENEWAL of this NOA no change in the applicable TERMINATION of this in the materials, use, and/ any product, for sales, comply with any section ADVERTISEMENT: The NOA followed by the expiration date may be 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 of the Building Official. This NOA revises NOA No. 11 -0 05.10 and .� o `;; 1, y B-1, E-2 and E-3, as well as approval document mentioned abov The submitted documentation was application has been filed and there has been the performance of this product. expiration date or if there has been a revision or change or process. Misuse of this NOA as an endorsement of shall automatically terminate this NOA. Failure to for termination and removal of NOA. by the words Miami-Dade County, Florida, and in advertising literature. If any portion of the NOA is 3vo4-�(3t -4 :March 242016 Apvai Date: -.'i ve i~x: ,PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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:l) 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 20194 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 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTI -5063, dated 10 /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 :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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on:l) 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 fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. ®S-101 &01) E -1 1L ..40._ .1 11 D. II EL Product Control Section Supervisor NOA No 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03, 2011 PGT Industries TI CO " EPT 01 MITTED B. TESTS (CONTINUED) 3) 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) Small 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 Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 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- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB Interrlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. E -2 Jaime D. Gasco ►, P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 FGT 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, 2011, 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, F''L -723, 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 Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05-1018,01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to POT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.i. ", approved on 04/21/2011 and expiring on 03/23/2016. a 1 • E -3 . Jaime D. Gasc6n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 8118" LAMI CONSISTING OF (2) LITES OF 1B" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB INTERLAYER. B. 8118" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 8116" LAMI CONSISTING OF MUTES OF 1B' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFUDUKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .010 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, E. 716" LAM CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) UTE OP 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAPLEXAGBEPSAFE MAXIMUM PVB. F. 7/18" LAM) CONSISTING OF (2) LITES OF 3/1W HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAPLEXIKEEPSAFEI MAXIMUM PVB INTERLAYER. G 13/18" LAMI 10: (1) UTE OP 1/8" t i :i?.- a • GLASS, AN AIR SPACE AND 8118" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR 8 . _> EPSAFE MAXIMUM PVB INTERLAYER. ,, H. 13116' LAMI 10: (1) LITE OF 118" GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OP 118" HEAT S RENGTHENED GLASS WITH A .010 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, I. 13118" LAID KG: (1) UTE OF 1B" GLASS, AN AIR SPACE AND 8118' IAMI CONSISTNG OP (2) UTES OF 118° HEAT STRENGTHENED GLASS WITH AN .010 DUPONT BUTACITE OR SAFLEJOKEEPSAFE MAXIMUM PVB INTERLAYER. .113116" LAMI IQ (1) UTE OF 1/8" GLASS, AN AIR SPACE AND 7118' LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT SU TACTTE OR SAF SAFE MAXIMUM PVB INTERLAYER. 1 13118' LAMI IG: (1) UTE OF 1/8 GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR MAXIMUM PVB. L 13118" LAM IG: (1) UTE OF 1B" GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAIFE MAXIMUM PVB INTERLAYER. ®M. 13/18" LAMI 10: (1) UTE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 8118° LAMI CONSISTING OF (2) LITER OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAPLEICKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS:'OX° (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) al3' DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL.4648, FTL« 4848, FTL- 4847, FT1r4848, FTL.4649, PTL.4850. FTL -4651, FTL44723. FTL -4987, FTL AND FT -6063. ANSUAF&PA N08.2001 FOR WOOD CONSTRUCTION ADM-2100 ALUMINUM DESIGN MANUAL B. SERIESS/MODEL DESIGNATION 811700, ALSO REFERRED TO AS X1701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES .......... 1 GLAZING DETAILS« ... «. «. 2 DESIGN PRESSURES. «....3 4 VERT. BBOTIONB« «... «« 8 HORIZ PARTSLB T« .««. ....«« « « 8 CORNER DETAIL... «. «« 7 ANCHORAGE... .«. 8.11 °"156Ff, D Z1O FOB UPDATB mem" Oar MOM SNOB O CHANCED OOP MASS MER77B AVON NB Raman B 41.fb CHANGE BOMB aa7. ADD NOM B.A1DG7ABB TYPE N 1070.710PIIXOSY DRIVE NOKOMOI, i4 $4m0 PD. KIX � 4 FIG" VW aster GENERAL NOTES "AUK SINGLE HI/VG WINDOW, IMPACT as NTS 11 d 11 I 404040 I T (110,81 or 82 NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .01* scum OR DUPONT PVB INTERLAYER 1!8° ANNEALED OR HEAT STRENGTHENED GLASS 8/16° NOM. 6/18° LAMINATED GLASS 88,87,88 or 92 1/2° NOM. GLASS arm ® NOTE: LAMI 10 OUTBOARD UTES MAY BE UPGRADED TO 3/16° WITH NO CHANGE IN DESIGN PRESSURE. <3 INTERIOit[> (ALL SECTIONS) 9/16°ANNEALED OR HEAT ETIRENGMENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/18° LAMINATED GLASS 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 490 SOLUTIA OR DUPONT PVS INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS VW LAMINATED AIR SPACE 1/60 ANNEALED OR TE PERED GLASS 13116° NOM. 13/18° LAME 10 GLASS W/ 6/18° LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS +-- .080 SOWTIA OR DUPONT PVB INTERLAYER • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED AIR SPADE 1!8° TEMPERED GLASSA 13/18° NOM. 16/188 LAMI IG GLASS WI 7/18° LAMI Osta 10/O7N4 Air NO CHANGES 7/55 SHEET 1010 TECHNOLOGY DRIVE NOKOMIS, Ramo 1V1& B ADD 7T G41017OWHB LOW ILO (AIbMAtAM NOM P.O. Datil Fd6 .L1 FL 842,4 J.R. DAN 04/01171 awro a CHANGED OAP GLASS 7YP87O7EMPERED FROM HO GTGLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT Vktbly Bayer elm F7/A 2 a 11 4040220 a AA.1.11104 A.1.11104 1LL]E31h, 4 P.E. FL P.E.D 88705 NO MAWS WIUHOT 111 FLANGE BASED ON OR INTEGRAL PIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION A TO-TIP FRAME DIMENSIONS TABLE 1. 910800W HEIGHT WIDTH 83" 66" 68" 70" 72" 74" 78" 48' A,M,M +50.0 40.0 +80.0 40.0 +80.0 40.0 +800 4300 +9.0 +70.0 +80.0 -80.0 +80.0 -50.0 or A,B,M +80.0 .80.0 *80.0 -80.0 +90.0 •80.0 +800 40.0 +80.0 _410.0 40.0 +80.0 4100 +79.0 •10.0 Or A.11,M +n0 -80.0 +50.0 -90.0 , +80.0 40.0 +50.0 480.0 +78.8 -me +77.8 -77,3 +75.9 45.9 53118" A.S,M +80.0 40 9 +50.0 -80.0 +75.8 4'0.9 +78.2 75,2 +78.9 -78.9 +75.4 78.4 04.0 44.0 UP TO 83 UB" C,D.2.F.G,HA K,L 1 +80.0 4B.0 +60.0 -90.0 +80.0 •50.0 +50.0 40.0 +80.0 -50.0 +5.0 -80.0 +80.0 -81.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH 80.1 - OPTION A TABLE 2. TIP TO°TIP FRAME DIMENSIONS WUSIOW HERMIT WIDTH 38 318" 44" SO 918" 53" 72° 74" 78" 484 AAA i i +50.0 40.0_490.0 D. 7118° LAW - (3118°.0,.090. 811WA) -800 +50.0 •80.0 +50.0 -80.0 +70.0 -70.0 +70.0 40.0 +70.0 70.0. Sr AAA .. +$0.0 .0. +80.0 .0.0 480.0 •80.0 +�9 49.9 +70.0 -70.0 +70.. 70.0 +70.0 40.0 52" A,"- ~ ,: +50.0 40.0 +90.0 40.0 +80.0 • 0.0 +78.9 70.9 +70.0 40.0 +809 481 +87.6 417.0 83 1/8" A.E.14 +80.0 40.0 +80.0 400 +80.0 .50.0 +75.0 45.0 49.0 48.0 +907 -88.7 +85.8 454 UP TO 8S w O.1:1.E.P,G.H,6J,K,L +80.0 40.0 +80.0 40.0 +80.0 -80.0 990.0 40.0 +70.0 -70.0 +700 70.9 +709 409 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL PIN OW DIMENSIONS N WIIDOWS WI HIGH SILL. OPTION® BASED ON FLANGED WINDOW FAO � OT (MAX. WINDOW Ht. W/ SASH $ 78" FLANGED AND 78" SAL P060 WIDTH TABLE 3. GLASS TYPE I 17 E 22 11118" 28311$" 33 311" 38 8118" 4413113" 0IA" 5018118" 53118" Mee +44.3 I 43.0 PJL +80.01 40.0 ] +80.01 40.0 +x.01.0.0 +70.01 -70.0 +70.01 70.0 +70.0 f 70.0 +70.01 70.0 LASS TYPES: TEST REPORTS TABLE 4. A. 5/11I" LAW - (1B A..0S0,V8"A) F11.-4847, 4848. 4729, 4957 8.5118" LAM) • (1/8°A,.00,14/100 F144647, 4848 C. TOW LAW • (118°}09,.090,1/rHS) F11 -1847, 4646 D. 7118° LAW - (3118°.0,.090. 811WA) F1L -4846, 9.7/18° LAM,• (3/11°A,.090, 3118"HS) FR. 4845 F. 7118° LAN. (3I1WHS..090, 3r181S1) FTL.4845 6.18181 LAW IN . 11W T, Apt SPACE, NW LAMI - (1/8°A,.090.107A) F IL-4846, 4723 H. 13/151 LAM! 11.1181 7, Apt SPACE, 5118° LAMA • (1/8°.0,.000,10 F11.4848 I. 1311W LAMI 10.118" 1, Apt SPACE, 6118° LAW • (1I8"H$,.090,1/818) FTL-4646 J. 13/1W LAW 10 -115° 7, AIR SPACE, 716" LAMP - (918"A,.090, 3/16WA) FTL-4849, 4850 K. 1315° LAW 1G -115° T, AIR SPACE, 7116° LAMP • (316"A,.o$o, 316118) F11,4849, 4560, 4958 L. 13118° IAMI 10.1/5° T AIR SPACE, 711W LAMS • (318°118,.050, 5018°118) F1L-4849, 4850 3t 19/18° LAMA IO.1/8°A, Apt SPACE, 516" LAMP- (1l6A,.090,1/8"A)A F11.45083 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LINKED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR PRESSURES ARE UNEFFEOTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 818" MINIMUM 70 38" MAXIMUM. .P Ira • SASE TYPE TO7ll DPROMHS .4t SNOOP MEETING RAIL 2E I I I iH MEETING RAIL MEETING RAIL 'Aj' MINUS SASH /41, -A LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN FLANGED TIP - TO-TIP FRAME DIMENSIONS. CIO TECHNOLOGY DR= NOM MVPS R84274 1Rrld6 &v.r DESIGN PRESSURES ALAI AI SINGLE HUNG WINDOW IMPACT furs s 11 404020 • via Ide xxv z,= .ttt%IIIIli,4 ,•%10 Y. t4N ▪ elholoottel A. LTinni II P.a FL P.E.# 58708 83'U8" MAX. FLANGED WIDTH 82118" MAX. I.F. WIDTH 481!4" MAX. VENT DLO (ALL) DETAIL A 111 DETAIL B VIEW (STANDARD SASH) B DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. DETAIL C RADIUS TOP (STANDARD SASH) MME C3' ■ [3 E T DETAIL, MOM WriEia 0 © IFEINGI IR1QLAI MAN MiLnrAl ummi aooevn m lingstao 1.4 1527/0 0 NO CHANGES MN SHEET es Alta famibit FJL 1111388 B ADD MERRILFMSFJVER7C?4CH NOTE S. ADO NOT E4 P.O.BQX1e29 R.IC .LJ. 7 I X74 Noumea FL $405 EIGT 11111.' UM. ELEVATIONS SINGLE HUNG WINDOW, IMPACT theft mu* Bata, estelltddi 0Air wino I NTS 4 a 11 I 404420 ``tot 111111 1,/i ``%% ft !'INN * r No. 88708 • II : iW ''' STA '. ,,i ,O ,., FO..P: .. t''iPSIONA� A. LYM9I, P.E. FL P.E.N 58705 HEI HT I- ►- 2.7aa^-1 INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOGS. (1)e FROM EACH SIDE OF SASH. INSII MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,1 FIXED IJTE DAYLIGHT OPENING 2.70" I MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS OUTSIDE MAX VENT DAYLIGHT OPENING Dates SILL 2.330" (LOW SILL) SEE NOTE ABOVE ! SECTION B-B (LOW SILL SHOWN) ftailorts d ULTRAUFT ONLY ALTERNATE HIGH SILL 2.040" (HIGH SILL) ULTRAUFT ONLY ima OwSoE ®I.F. MM. �I SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NO CNINCE8 THIS NNW Ravales Reactiqg ' Waystip F1G Met 040!/11 INDIAN Das WAN C Retakes B NO CHANGES 7lBB SHEET ADD LA SECTIONS 8COMMONWEAL. C VT8 larracioloLOGY NNE =MA FL8 P.O. NOKE498 FL$ 4 SECTIONS ALUM. SINGLE HUNG WINDOW IMPACT Sf800 �„ � MO 18 a 11 I 4040-20 I v ,,011 I I I I U., ,∎%_ky LYNN 6?k! • * ; Nc 5 S4 �� O'• .• OAP ,, / SsIO N A�' *Ps% A. LY MI01UEI'P.E. FL P.E.D 58705 1111111 MI MEI T,LAINIIMIIIIM111111111111 ITh 400M PON ICE r:11:17-7 --F117.77.71,1111111111101. am •Lorzi 4...zAin;- NEIJA-H Nue IL.:41r7:11TFICT(710 gni grzolvT;i7:ir ,T7r:111 woo [rq ElI 1•111111 r:311/7ETIE -Tmw-7 IILI______ F7917;11 Ilan r:TIEnoi":11111=74:3E0111111111■111111111- 11 ELI Rai Km mom umirt/T- riirrIwTzs ICA IC=11 1;1 -12:31111111111111111111111111111111111.111111=1111111 RA Kam udiass 1E11111Eallr=riZLE,11111LiEllIIIN 10111/CM1ILTI.' 7.11," i1!-r12.ff',15:1371r4111111M111111111111111111111=Er1111111 ILA INE117 1 kl-AQA-Ii!, 11111111111 11E1M ,;'''=.../.LTAIIIIIIMINE11111111111111i1•11111.....1111111 Inn NEL...1117J 1=ZZAH.IL: 1111111E.1111=1 11E2 111.1311 Y.LMA11:- :211174:frr 174111•11111•111111111111i1.1111111 illE3111131:111IE MIMaliE5E1M5111■11111111111 11011 '1111:1111 vox< N 4 T7:471 Ii=ag.........mh--zazami lug wan MitiTT.1 TT: Tifil __________ ELI1I!r1 101 ICLUI NMI 117.',21,11111111=11111 £A : 1a11111111 Ica 4087 FPFUT ILLEGI1 =1 IEEE rmy KA yom,diani7 ELI InZ131=2 10111111rall17114-7.1--lor.111111111=11111111 KAI 11.P.',1?"1=11111M111111111111111111 NWT- -7-, KAI MELIA Ellfr31.1:rala):T rciff - 11C:1111121F;1177=71111111111:1M101111 KAI KM ELME 1:::=07:77.1717,7=77111•1111111111111111111111ffitaMIN1 'WAWA!. ?' 7-7-1111M11M1111111•7- KA Km. 771,-,J71-1!IEFW 612244 POW Kai Km. :=i3ET,mmilajon.- • LII] [21r;-- 1111111111111.111111111111111111111EIIIMII • 11=111 7'..i:UtT11.101111111111111 ICI UM L K713:17, DEITTED11111111111111111111111111111111111 Lamm= viurTnri-initilliami Lug Ems T'71"'" iZ'LT:11(1:77.TITP IKE MIN E17,;RiqE■75 7117M7I'7;111/11111111111111111=.11.1 8833402 49 1[11:7117-AIT:lrEMIS NEE Lq=, KID= no i -71M1111111111111111111111111111111111111111111 • LX111iE.'",) W'. ---Z1 7,75L1 KAI 'LA..1 --LikriE=2:AU111111111111 1E11 [11'L; irriT;Pr-TitaillF771;,T, KiM111111111111 Kai KIM -11ar E zi g vrariy,7Fizirm,70,1.0. • [!!!Em-lirra.2.1.ralzamairT, [low 12_jipir 14W '7 t TrEiLVLI 1111)1iLLIV Arw■ -A, NO CHANGES MN E Er 81 TASK VieA' Len IWO IRCHNOLOGY ORM KNOW, a 80$ NcticallEX 0129 • ALUM SINGLE HUNG WINDOW IMPACT iii±11111111111111 4,- 4,4, .,:. ... • ._. ..... ,, ,,,,... i 801° \ .1 ... .. i : ....... ...:. .. i. : . s ,..' ...is 0,.... 6...:: ...13 .. **. ',,„(17;:is..1.014....•p.' .7,1X A. LY414 MnaleP.E. FL REA WM SEALANT ALONG ENTIRE JOINT I.F. FRAME O FLANGE FRAME HEAD #4002A, 608348 1.749 - V FLANGE FRAME SILL (LOW) `./ 040030, 6083 -18 10 FLANGE FRAME JAMB #4004, 808375 (USED AS RADIUS TOP HEAD) 'Aso I.-1.4B1*.IT OSASH STOP #407.11. 6003411 21 FIXED MEETING RAIL #4064A, 608314D -T8® 1 OSASH TOP RAIL 840080, 60831I8 -T8 1+-1.513-•,-1 �.738 040 QSASH STOP COVER 17 #, 8083375 SEALANT OR GASKET AT HEAD AND SILL. WELD ALONG SCREW 8088 (2) VIEW D-D VIEW E -E (1H & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 28 SASH BOTTOM RAIL (LOW) #4007, 808315 39 SASH SIDE RAIL 84008,8083 -T5 1.098—{ +----► ■I 41 GLAZING BEAD. 6116" #40358, 6083.75 BIB 1488 — ice+ ---► j� 8 GLAZING BEAD 7/18° #4221, 808378 .0 .8 1.115 78 --!+ --�J O GLAZING BEAD, 7/16° 5985C 8011345 (USED GRILL KIT) .050 —T GLAZING BEAD. 5/16" #40448,8083 -TB (USED WI GRILL KIT) 0u24215 oriBuhalena* AeNo .:. LI_ • OFLANGE FRAME SILL (HIGH) 94080A, 6083 -TB 68 SASH BOTTOM RAIL (HIGH) 84051A. 808345 AN LA — 1.097 O GLAZING BEAD. 13/160 IG #4087, 8083 -TB FJ6 WVINI 'J.d 9628? ac22 ,FL84veIYB eTEOHN�O CR acmB EIGT Pl OIO MI$ R. 4 Ha* Better EXTRUSIONS di FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT EINICO 1716/1 ti 16"1 tlgt 01' '1,0SIONS -$`" A.1.414MIU.tik, P.E. FL P.E.# 55705 ANCHOR SUBSTRATE: ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLES. WINDOW HEIGHT 28.603 34.603 40.603 48.803 82303 68.803 84.603 71000 TYPE II 11-11IEEME-1 N WINDOW WIDTH GLASS TYPE 18.126 C.D,E,F,Q H,I,J,K,L IIIIIIINIIII11 111911! IIlCJ ei 44B1 i�© �il 3fllIMtl WQ© © ©��Ci�CSC�C�C��©©�� 1 1 1 1 1 1 CdCIB© © ©B� © ©C7C7 24.000 C,D,E,R,- H,I,.I,K,L I�CJiIIIIGE��ftIC7�� 1 1 1 1 1 1 ®F�C7CJC�CiCiC7�uC��R��00 1 A,B,M 71.11-i ill 2�2 i12 213 -12 2 2 2 3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 2 1 2 112 212 213 213 313 313 314 A'B'M 1 1 9 9 13'4 23 212 29323 323 39 33 37000 C,D,E.F.G. H, AU Ili NONEl� 1 2 2 ��6 2 2 1 1222231223232223232223232323342333343334353344 A,,M 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 112 212 213 112 213 213 212 213 213 212 219 213 213 213 314 213 313 314 313 314 318 313 414 40.000 PS C,D,E,F,Q HAM.. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 22223222323222323232324233331423343831334483344 4,I3,54 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 112 212 213 212 213 213 212 213 213 213 213 214 213 313 314 213 314 318 313 314 418 313 414 44.000 PS C,D,E,F,G, H,1,1,K.L 2 2 2 2 2 2 iii 2 22332J421133 2 2 2 2 2 ifi 2 2 233334233143163334483448 2 2 2 2 2 2 2 2 2 2132J2213 NW 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 219 212 213 213 212 319 214 213 313 314 213 313 314 213 314 316 313 914 418 314 415 46.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 213 212 213 314 213 313 314 213 314 314 213 314 318 313 314 315 313 418 416 314 818 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 213 212 213 314 213 313 314 213 3[4 314 213 314 318 313 314 315 313 415 416 314 618 63.128 79 C,D,E,F,Q H,I,J,K,I. 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 222 223 laill 324 324 334 323 338 323 324 428 32 838 A►B,M "aim 2 2 2 2 2 2 2 3 2 2 km ©3 E1 iiiii f 2 3 3 4 2 3 3 4 3{4 2 3 4 3 4 3 3 3 ,4 3 6 3 3 4 4 4 8 3 3 4 6 4 6 3 4 4 8 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4 ELCO TAPCON8 2.1/4° ELCO 8S4 CRETE -FLEX ® 3- 012same 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIINO DIMENSIONS. HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2° 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 igOTB 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 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 � GLASS TYPE IS AVAILABLE. TABLE KEY: (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MM. RAI- 2 213 NO CIMINO 7NOBSHEET 1070180H1484.03Y DRIVE Noma, FL 84VS P.Q, t62G �8�4 Visa* ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Siu I ITS, 8 d 11 I ��4040•20 I" ,A.1 1111111i 54 Zit i tie.-* .. PLVAY3,ANt ,FSSip{dA� A. LYNtd1 . P.E. FL P.E.B 69706 ANCHOR SUBSTRATE:. QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT 29.855 37.188 44.855 82.188 69.658 67.188 74.855 76.000 44§wg § . §11gNg "8a 4$14 N §P ' N8"8 wW ®TOIi TYPES iN8P8*rirg�. 19.126 C,D,E,F,G, 11,6JKL 1 iri 1 Ti 1 in121221 1 1 122222111122F22f 1 1 1 1 1 1 22122(82122 1 1 1 1 T22(221221-232223li32211 1 1 1 1 1 1 1 1 1 3TZ a,B,M 1 111 1 ill 1 9 1 1 2 2 1 25 1 2 2 1 2T2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 211 2(2 212 212 212 21215'15 2 2 2 2 111-35 -25 -3 Ti 312 212 24.000 PSF 79 C,D,E,F,G, H,AK.L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 312 1 I 312 1 1 21215 1 1 1111 11 221 9 222221 221221221221 222 .212312312212 3122123232212312 1 1 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 112122122122123123122123 1 9 1 1 1 1 1 1230"2 III 111 922112222212212 32.000 PSF 88 77 O.D,E,F,O, 11.1,414.1- 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 911 111 212 212 212 213 212 212 313 212 313 313 312 1 313 1 313 1 212 1 313 1 413 1 312 1 413 1 413 1 312 1 413 1 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 111 111 111 212 212 212 213 212 212 313 212 313 313 312 313 313 212 313 413 312 413 413 312 413 37.000 PSF 85 67 79 C,D,E,F,G, H.I,J,K,L 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 111 111 212 212 212 213 212 213 313 212 313 313 313 413 313 312 313 4]3 312 413 414 2 312 1 413 2 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 111 111 212 212 212 213 212 213 313 212 313 313 313 413 313 312 313 413 312 413 414 312 413 40.000 PSF 54 79 62 79 C,D,E,F,O, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 212 212 212 213 212 313 313 212 313 413 313 413 313 313 413 414 313 413 414 313 813 a,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 2 2 2 2 2 2 111 1J 1 111 212 212 212 213212 313 313 212.313 413 313 413 313 313 413 414 313 413 414 313 813 44.000 PSF 49 79 86 79 79 D,E,F,O, H.LJ.K.L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 2 111 111 111 212 212 212 313 212 313 314 213 313 414 313 413 414 313 413 414 313 413 414 313 814 A,B,M 2 2 2 2 2 2 15 2 2 2 2 2 3 3 2 2 314-271 2 313 2 414 2 313 2 413 2 414 2 313 2 413 2 414 2 313 2 413 2 414 2 313 2 814 111 111 111 212 212 313 48.000 PSF 46 74 11 94 79 79 C,D,E,F,G, H,I,J,KL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 111 111 212 212 212 313 212 313 314 313 3l3 414 313 414 414 313 414 414 413 814 414 413 814 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 ill 111 111 212 212 212 313 212 313 314313 3(3 414 3(3 414 414 313 414 414 413 814 414 413 814 53.125 PSF 41 87 40 87 78 79 C,D,E,P,G, 11,1.0.1- 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 413 2 3 814 3 111 111 111 212 212 212 313 313 313 414 313,4 4,4 4 3 3 4 4 414 313 414 818 3 413 2 814 3 818 3 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 111 119 111.212 212 212 313 313 313 414 313 414 414 313 414 414 313 414 814 413 814 814 413 814 J,dL Reader JJt glom am* Wu talikan- 13 NO CHANGES TIN SHEET ANCHORAGE NOTES: 1. ANCHOR TYPES: 1.1/4° ELCO TAPGONS 2 -1/4" ELCO 884 CRETE -FLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 18" 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 NOTE 2. ® STABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LE88. :ir. *.r;, .r �E « • -ABLE WITH A BOLD ITALItD 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. TABLE KEY: MAX PSF (DP LId6TEDI HEAD 3 JAMB ABOVE © 3 MTG. RAIL JAMB BELOW MTG. RAN. MAIM 2 HEAD JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW MTG. RAIL mry aarotiu RC oom otgesore 8 ea.o,0* 49 FJC Wan .L.L MOW BYBEE 8Y MS 'WO TECHNOLOGY DRIVE NOKOMIS, FL SUM P..WC1829 NCKOM18. P1.84V4 MdblBehar ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW. IMPACT thetsonddr SHPX NTS 19 a 11 ameba 4040.20 D till I ilia �� 4YNN �R /��/i ANCHOR QUANTITIES SUBSTRATE: �` AICHOR ABOVE MEETING RAIL (HEAD & JAM CUSTOM FLANG HT 'ANUS SASH HEIGHT TABLET. HS WNDOW SASH IDltaN TABLDOVII 6. 17.125 28.21' 30.778 33.784 39.295 44.839 60.382 68.928 N ,$` p22.665 N$-1:11 *1 -1 ^$* pQQ24.778 "8 -1* NB° -1N'1N ° i*IN " ` ialmi I ,.I 19.125 - VYWDOW WIDTH TYPE g 18.126 D,E,F,J, KL 1 1 1 1 _..1 1 1 2- 1 -2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 •2 1U 2 1 3 1 1 1 3 1 .2 1' 3 1' 3 1 3 1 2_. 2 3 �. D,E,FJ, K.I. 1 j ._1.,.;.- 1 1 1 _.2_...z.�.2._a 1 1 1 1 _2 1 ....2. - 1 1 -2_ a_. 1 3 1 .3.�2 1 1 1 _�- 1 1 a__ 3 1_ 3_ 1 3.. 1 _3_ 1 ...3� 2 1 -1 3 4 32.000 OAK.), KL 1 `1 1 1 1 1 2 1 1 3 2 1 3 3 1 3 1 3 1 2 1 3 1 4 1_ 1 3 4 1 4 1 1 3 4 1 6 1 3 1 6 1 1 1 2 2 2 3 2 �� PSF 4 3 3 4 3 1 4 79 74 D,KL,J 21212 2 2 2 31213 2 3 3 3 4 444 1,... 23 4 3 4 4T4 8 5 41 8 1 9 1 2 2 2 3 41314 PS, 61.314 79 78 83 79 72 79 2 D,KI 2 2 2 3 213 41313 41314 -5— 61314 4 r 3 4 4 3 4 4 3 8 4 4 6 8 4 8 1 1 1 2 2 2 3 44.000 PSF 79 61318 79 79 77 79 79 79 14_1 8 4 3 8 __}_i 4 8 8 4 1 8 1 1 1 4 4 2 2 2 3 8 3 4 4 42 4 48.E PSF 78 79 70 79 79 71 79 73 78 QE,F,J, K.J. 2 2 2 2 2 2 2 2 2 3 4 2 4 2 4 2 6 12 4 2 6 3 8 2 4 2 6 3 8 2 4 1 2 8 9 6 2 6 1 2 8 1 1 1 2 2 2 3 3 3 83.128 PIF 71 78 83 71 79 84 74 80 77 89 89 • QE,F,J, KL 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 1 3 1 1 1 2 2 2 3 3 3 4 4 4 8 4 8 8 8 8 6 1 8 7 8 6 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.778 16.778 18.776 21.778 27./78 30.778 31.106 MANTRA TE.� ---� 2.S." - 12.1 " - 12.1" *1 pQQ24.778 "i -ia "i'i2 " -121 " _ I ,.I 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2, 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.0 79 2 1 -1 2 2 2 1 2 3 2 j 3 3 2 3 3 1 3 1 3 3 3 3 4 3 3 4 3 1 4 40.X00 74 21212 2 2 2 31213 31213 31313 41313 41314 41314 44.000 8 21212 2 2 4 3 213 31313 41313 41314 61314 61.314 48.000 83 72 78 2 212 2 2 2 3 213 41313 41314 41314 61314 51314 63.126 73 88 N 72 2 212 2 2 2 3 313 41314 41314.51314 51315 61318 440 FJFXCtkeip FA ANCHORAGE NOTES: 1. ANCHOR TYPES: 1.114° ELCO TAPCONS 2 -114° ELCO 884 CRETE -FLEX 3.012 SCREWS . ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18112` MAX. FROM CORNERS JAMBS - 17112° MAX. FROM TOP CORNERS 11112° MAX. ABOVE THE MEETING RAIL 8° MAX. BELOW MTG. RAIL 16° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLET. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW AN WINDOWS ARE 12 51, MIN. TO 38" MAX. J. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR L1� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OR ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE T. KEY: MAX. PSF (FULL DPf HEAD 2 JAMB ABOVE MTG RAIL 4 ® TABLE 8, KEY: MAX PSF (DP MATED) 712 • JAMB BELOW Z MTG. RAIL D 2 JAYS BELOW MTG. RAIL nsvtsre MO= �GeP °' �- toy x/11 0 NO MANGO MA Waif WMM 11!!808 C 9 NOPBaNEW mower 'Saw I iY aY693i MVO TEMR4OLOGY DRIVE ROOM FL sans PI NO!I8. FL 84974 r_ Fehr ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT woo NISI 10 d 11 I°""1�404020 I „.`"00, LYNN A'>/L,��iii ,ENaF ••. *�i 68706 . „TA of A. LYN MILL , P E FL PEN 88708 A EOM RICK* (ALL HEAD AND SILL DEr ) 3.35 KI MIN. CONCRETE SEE NO TEI & 3) 2x WOOD BUCK_ 1 ®(SEE NOTE 4) OPTIONAL lx WOOD BUCK • (SEE NOTE 4) ::' 13/8° MIN.1/4' TAPCON;41 .1.314" MIN., 1/4" CRETE -FLEX 114° MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL 8 TYPICAL FLANGED HEAD ANCHORAGE r � 1 1/4° 1/4" MAX. SHIN -+I ,. '9IpI. taw 10107/Il 1 11 l � `� �`` 'II& MOW mod op F.,' X11 1ulaN MIN OHMS • Mr. 114" 1 MAX. SHIM 13/8'® 114' MAX. SHIM -� I M CONCRETE MONO , FH BELOW MEETING RAIL (SEE NOTE 1 & 3)® 4' 3.38 KM MIN. CONCRETE OR1.8KSI MIN. CMU lit BUCK OPTIONAL WRH SOLID CONCRETE SUBSTRATE (SSE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 114° MAX. SHIM Am= 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 15 1314°. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G8) OR 1/4' 884 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11r. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO}11 UMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OF 8083 -T8 AND A MINIMUM OF 1/8' THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FEC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008) WOOD FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE DOTE 4)A .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 8"Oa 0 marbot B -s-WOOD FRAME ---71A1rj MAX. SHIM DETAIL F, (HEAD) NO WANES MB NEXT (ALL JA113S DETAILS) gEgna .131° DIAL MIN. x 2112° NAIL, AT CORNERS AND 8° O.C. .131° DM MIN. it 21/1" NAIL, AT CORNERS AND 8° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1On$eSKEET P.O. AttD ADD vett WO TECISNOLOGY DRIVE NOX0188, MN xm°L� I3GT. v DETAIL G. (SILL) ANCHORAGE DETAILS �a. ALUM. SINGLE HUNG WINDOW IMPACT a16w NT8 11 0 11 464020 D FL P.E. #88708 f W APO ,v MIAM COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 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 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact'', sheets I 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., bearing the-Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 , g the performance of this product. TERMINATION of this NOA will o in the materials, use, and/or manu any product, for sales, advertising or comply with any section of this NOA s ADVERTISEMENT: The NOA nu followed by the expiration date may be displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA provided to the user by the manufacturer or its distributors and shall be available for inspecti the job site at the requ , of the Building Official. This NOA revises NOA No. 10-0504.05 and consists of this page 1, evi { = y' cc pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jahn on date or if there has been a revision or change s. Misuse of this NOA as an endorsement of omatically terminate this NOA. Failure to and removal of NOA. ords Miami-Dade County, Florida, and . If any portion of the NOA is NOA No. 11-1110.15 Expiration Date: February 19,2014 pproval Date February 02,2012 Page 1 PGT In ustries 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 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, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL-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 E1300-02I 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 "Saflex - 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 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC 2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dazed 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E -1 Jaime D. Gaston, P. E. Product Control 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 61G15- 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 ander previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 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 PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.1." approved on 09/22/10 and expiring on 02/19/14. E -2 Jaime D. Gaseon, -. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02, 2012 NOTES: SERIES 701 ALUM NUM FIXED WINDOW 1. DIRECTIONS FOR use A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM ) EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. 0. USE SHEETS 3 THROUGH 8 TO INSTALL. PRODUCT, REFERENCING NOTES FROM SHEETS 8 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300-02, 3— SECOND GUST. 3. ANCHORAGE THE 33 -1 /3% STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. MA A INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING WOE. LOAD DURATION, CD, OF 1.8 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHILDEFLREMUMMELanaLimm 8. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C —SO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 8. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA 07-0425.01 (ULTRACON), 03-0225.05 (CRETE— FLEX), AN,RI /AF&PA NDS -2008 FOR WOOD CONSTRUCTION, ADM -2008 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. B. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATIOON SHALL BE DONE BY OTHERS. tants or J.R Raw BP Drawn By F.K caste 70 18 11 3/39/90 £4107 B Cheolori 44 -1/4° VISIBLE LIGHT X12 -7/8" o MAX. 0.0. 48 -1/4" VISIBLE UGHT 03 -1/4" VISIBLE UGHT WIDTH WIDTH F•-- 2010 FBC UPDATE (TESTED UNIT) 50 1/4" FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TAE AF COC GENERAL NOTES. 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN. 1 GLAZING DETAILS. 2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN3 CORNER ASS'; INTEGRAL FIN3 1NSiAIATWN, FLANGED 4 CORNER AS3'Y. FLANGED 4 INSTALLATION, MISC B ANCHORAGE USI EXTRUSION 8 7 PARTS UST B OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. . .,,, , ORAOE N07E ASTM E 7300 --02 AND REVISE ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT earo/etoc t 'mat Musts Waft Pa P 7G1 1 NTS 1 1.1 8 42894 "do 1.YNN . * : NO.B8708 * '4 srn 9 a:''4 P.E.t 705 FInand Flanged W188688 r Maximum Design ( mow* gVsM•.o5owe.s/vo6 I pressure op pm) 7IIeumtwaneenP•7I26 R.eneA..�ws.en� "A" or 'S" DImenalon (fit) 24._.-/ 30 7 38 42 48 84 80 67.876 ..87.876 38 60.0 80.0 -Imo 80.0 88.0 800 80.0 800 48 80.0 80.0 80.0 00.0 80.0 800 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 84.0 80.0 80.0 80.0 80.0 60.0 71.1 84.0 82.1 72 80.0 800 80.0 80.0 70.3 71.1 84.0 04.0 iii____ 14 �° 1 f i 80.0 k__411. 80.0 78.0 70.0 64.0 84 80.0 BOA 800 74.3 88.3 83.8 86.3 80.0 800 80.0 78.6. 87.4 825 88 80.o 80.0 77.2 84,7 88.2 100.7 80.0 80.0 72.3 68.3 120 80.0 80.0 70.4 128 80.0 600 70.0 146 80.0 60.0 Fin and F Windom Maximum Design I amour°oppoi mounds eriela•.csowre.dAaa 7 /au55�ahsmmapeA5c• - .oEIw11.8/ "A" of "g" Dimanalon (In) 24 30 38 42 48 84 80 67.816 a "_¢ 2 38 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 800 80.0 80.0 80.0 60.0 71.1 71.1 84.0 87.875 60.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 (MO 60.0 80.0 71.1 04.0 78.8 60.0 80.0 80.0 80.0 80.0 71.1 64.0 84 800 80.0 80.0 80.0 80.0 71.1 86.3 80.0 80.0 80.0 800 80.0 71.1 80 800 800 80.0 800 80.0 108.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 148 80.0 80.0 7/16" LAMI GLAZING DETAIL, FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 -1 /16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) A° & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. F DIM. �--- "B" DIN. 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN I 45" NOR CAN THE WINDOW AREA EXCEED 32FT". 2. FOR SIZES NOT SHOWN, ROUND le TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A° AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). J.J.J. 0 18/11 ' JRan 3 31/t0 ""'r pEn IprD/R r UN rU IMYUOE h" "B" DIM. CHANCED HS CAP TO RIO' FOR 30' RULE Ran 4%4/07 aim NO CHANCE TENS SHEET Dram 0/D , CHx d wnew 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1820 NONOMIS, FL 34274 GLAZING DETAILS ALUMINUM PICTURE WMOW, FACT I TSI 2 «e a2594 ID `.1tt111111ir /H,' �-�i�i ��; •' WCENSq'•• TB :k`• A. 0.# 58705 .E. INSTALLA ION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING ..s— t /4° MAX. SHIM 2X WOOD BUCK OR FRAMING 1.1.11111 41111; ,., X .° 91/2`t .378° MIN. WITHIN 2° OF EDGE DISTANCE CORNERS AND S° 04. MAX. VISIBLE LIGHT OPENING — MAX. WINDOW HEIGHT — HORIZONTAL SECTION C-Q MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING SEE ANCHOR GUIDELINES, SHEET 8 900 CORNER ASSEMBLY Lk. ■xr?rr, ! NOTE$ 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET B. FOLLOW EMBEDMENT AND EDGE DISTANCE UMI1S. J.J. to t8 J.R. 3 31/I fJCR WINOS INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR ,•; : GUIDELINES, 7 : :. 1• • SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KS PER i. MUV, CONCRETE KS ANCHOR TYPE,. ;j:. PER ANCHOR TYPE, SEE SHEET SEE SHEET OR 1.8 I 7 7 OR 1.8 KSI MIN. CMU MIN. CMU e' • '. IX WOOD BUCK �r— 1/4° MAX. SHIM 1/4° MM. SHIM SEE ANCHOR GUIDELINES, B MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING MEM SEE ANCHOR GUIDELINES, SHEET 8 SEE ANCHOR GUIDELINES. SHEET 8 1 /4° MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B -19 I m 0-0 0-0 MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A 900 CORNER ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SCREW BOSSES CORNER KEYS AT ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 5 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. X01811 D 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 NO CHANGE MN SHEET J.R. Eby: Drant By 3 J1 /10 c r4'`.•4;-1 • /14/09 awe to CN. VENICE, TECHNOLOGY FL 3 47 DRIVE NOKOMIS, FL134274 INSTALLATION RANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT I NISI .' 8 Iv .a259,4 I D `1ti�UI II UhA /� * NO.68705 e m aL it '/" / /SIONAI. VP.E ON% a P.E.OR MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN, EMBEDMENT SEE ANCHOR GUIDELINES, SHEET 6 1hlIl'EBL9H NAX° SHIM I2 WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE NOM. MIN. y12 STEEL B" 12 STEEL 5M • SELF B (CS) 1;11 1 1/ SEL LUNG SMS UANCHORE ANCHORS QUAN ITV & � QUANTITY & SPACING AS r+ #12 STEEL SPACING AS #12 STEEL SCREW MEOW SCREW (SHEET 6)L DADE APPROVED MULUON (SHEET 6) (SEE SEPERATE NOR) ALUMINUM: 6083 -T8 MIN. .125" MIN. WALL THICKNESS FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTEI�OH 1X WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR : GUIDELINES, : • ?• MEET 7 I. MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 'IX WOOD BUCKSTRIP FIN FRAME WITH FIN REMOVED Lim SEE ANCHOR GUIDELINES, SHEET 7 Mang SEE ANCHOR . • . ; GUIDELINES, SHEET 7 —01 1/4" MAX. SHIM 1-3 MIN. EXCLUDING POINT 1/8" NOM. MIN. EX]E M SEL€1DR1 SMS (05) USE SAME ANCHOR SPACING & & QUANTITY, DGE DISTANCE AS STEEL #12 CSR METAL FRAMING (SHEET 6) MO STEEL Fy -36 KSI MIN. .125" MIN. WALL THICKNESS FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) LUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE t 1/4' MAX. SHIM MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4° MAX. SHIM 2X WOOD BACKER FULL- LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) SEE ANCHOR GUIDELINES, SHEET 7 I 1/4" MAX. SHIM SEE ANCHOR GUIDE NETS, MIN. CONiEIHE IC3I PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL I•+— 1/4" MAX. SHIM #12 STEEL SELF-DRILLING SMS (G5) USE SAME ANCHOR TITY �QAS #1SCREW STEEL (SHEET 8)/ FLANGE FRAME _OTHER FRAMES SIM.) STEEL STUD /WOOD SUBS RATE NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRtit. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. ReYad Sy: WW1 flffi f0 le/11'r NO 1 /ro CHANCE MIS SHEET CHA�H RWLO RM T0TO INCLUDE p iEms— mom STEEL STUD Fy.33 KM MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Onnim f.1C�87/44/021 Cltodayi 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BQX 1529 NONOMIS. FL 34274 tlymtptken INSTALLATION FINNED FRAME ALUMINUM PICTURE WINDOW. IMPACT PWOH I X808 PRODUCTRBYISSD ®o"mpN wah OWL No 11-111U36 `��Y LYNN Mjpc;�Yii,'i .... °CHNBS ` "/ ii * ; No. 07015 y •O *'. VA* t1; CCU' VWCINAL 0% ;�. A. Lira liker, P.E. .E.# 58705 Head, SRI and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1.4) AnchorDesariptbn Archer '11IPe "A° or °S° Ohnet►enet On) 24 30 38 42 48 84 60 87.875 Anther Looelion° 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 9 4 1 2 3 4 1 2 3 4 Iea ° la la 4 Jamb 3 3 4 3 4 3 4 3 4 3 4'3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/SIP 2 2 2 2 3 3 3 9 4 3 4 3 8 4 6 4 8 8 5 8 8 6 8 6 0 8 8 8 7 8 7 0 48 Jamb 4 4 8 4 8 4 6 4 8 8 5 8 8 5 8 6 8 8 6 5 5 6 6 6 8 8 8 8 8 8 8 8 H 111 2 2 2 2 3 3 3 3 4 3 4 3 6 4 8 4 8 8 0 8.6 8 7 8 6 8 7 8 1 7 8 7 Jamb 8 6 8 5 6 8 8 8 8 8 8 8 0 8 7 8 8 8 7 8 7 6 7 6 7 8 78 7 6 7 8 Headt80, 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 8 8 8 6 8 7 6 7 8 7 8 8 7 8 7 67.875 Jamb 8 8 7 8 7 8 7 8 7 8 7 0 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 H M I 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 58 8 8 8 8 7 8 7 0 7 6 8 7 8 7 72 J a m b 8 8 8 8 7 8 8 8 7 7 8 7 7 7 8 7 7 79 7 8 7 9 7 8 7 9 7 HeadeSte 2 2 2 2 3 3 3 3 4 3 4 3 8 4 8 4 6 5 8 8 6 8 7 6 7 8 7 8 78 6 Jamb 7 7 8 7 8 7 8 7 6 7 8 7 8 8 8 8 8 8 8 8 8 8 8 8 9 8 9 8 Head18111 2 2 2 2 3 3 3 3 4 3 4 3 6 4 8 4 5 6 0 8 6 8: 7 6 7 8 7 0 Jamb 7 7 8 7 8 7 9 7 8 8 8 8 8 8 8 8 8 8 10 8 8 8. 10 8 HeadlSIll 2 2 2 2 3 8 3 3 4 3 4 3 8 4 8 4 8 6 8 8 0 8 7 8 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 5 9 8 8 6 10 8 9 8 10 8 Headleft 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 8 5 8 5 8 8 7 8 Jamb 8 8 10 8 9 8 10 8 9 9 10 8 9 9 10 8 9 9 11 8 Heas880i 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 6 5 8 5 1� 7 J 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 Head/88 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 • Width and Height dimensions maybe reversed to locate anchor quantities on the table. Ns, the Head/S111 and Jamb rows must also be reversed so that the longer dimension gets the most anchors. 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head1S81 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 94 12 11 13 11 12 12 13 11 Head/8111 2 2 2 2 3 3 3 3 4 3 4 3 148 Jamb 12 12 16 12 13 12 18 12 HeadlSiII 2 2 2 2 3 3 3 3 NOTES; 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 148° NOR CAN THE WINDOW AREA EXCEED 32F14• 2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A° AND °B°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DtttttaNT ANCHORS MAY SE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Mend F.X. 4 0; F.K W14/03 NEW SHEET , T A° DIM. L Mato TYPa AnchorDesariptbn Substrate Min. Edge Cisterns Mn. Emted- met 1 #12, Steal screw (06) 8. Pine 0.884° 1.378° #12, Steel saran (018) 8tL Stud, Or 33 0.324° .048°118Ga 812, Steel WINO" 812, Steel screw ON Alum. 638348 0.324° 0.12 A38 Steel 0.324" 0.128" 2 814, Steel screw (e8) 8. Phre 0.884° 1.37 #1 Steel screw 0i _ 814, Steel screw (06) 88. , 0r 33 Stud 0.361° .0467180t1 Alen. 608348 0.381" 0.126° 814, Steel screw (06) A38 Steel 0.381" . 0.128" 3 114° Steel Ultra= 8. Pore 1" 1.375" 114° 410 88 CreteFlex S. Phu) 1" 1.375° 4 WIG" Steal Garman 8. Pine 1.25° 1.376" A° & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I+-- °B° DIM. -H "B° DIM. 070 TECHNOLOGY ORM N. VENICE, FL 34278 P.O. EIQX NOKOMIB. FL 34274 ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT I NTS 16 of 6 I 4259.4 D ``11ut Lr Il %%Noes LYNN 40 aC i6ENSc'FP V' L * *1 Ho. 68708 • it a 8TA 8 C4 178/674 P.E. P.E.% 58705 Head, Sn) and Jamb Anchor Quantities Into Masonry (Anchor Types 5-7) Anchor '1YPa \ °A° or "B° Dlmenelan Qn) 24 30 38 42 4$ 04 CO 07.878 Anchor Location,' 6 8 7 6 8 7 6 8 7 6 8 7 8 8 7 6 8 7 8 0 7 8 8 7 g ° $ 38 Jamb 4 3 3 4 4 3 4 44 3 4 4 3' 4 4$ 4 4 3 4 4 3 4 4 9 HeadWBlfl 2 2 2 3 3 3 4 4 3 8 8 4 8 8 4 8 8 8 8 8 6 7 7 8 48 Jamb 8 4 4 8 6 4 8 8 4 8 8 8 8 8 8 8 8 8 8 6 6 8 8 8 Haad1811 2 2 2 3 3 3 4 4 9 6 8 4 0 8 8 7 8 8 7 8 8 8 7 7 so J a m b 8 6 6 6 8 6 6 6 8 7 8 8 7 8 8 7 8 8 7 8 8 7 8 0 HeatISDI 2 2 2 3 3 3 4 4 3 8 6 4 6 6 8 7 0 6 7 6 8 6 7 7 Jamb 7 8 6 7 8 8 7 7 8. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 H e a d J S I I I 2 2 2 3 3 3 4 4 3 8 6 4 8 8 6 7 06 7 86 8 87 72 Jamb 8 8 6 8 7 6 8 7 8 8 7 7 9 7 7 8 7 7$ 8 7 Hewb881 2 2 2 3 3 9 4 4 3 8 8 4 8 8 8 7 8 8 7 8 8 7 &8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 8 8$ 9 8 8 Head/8111 2 2 2 3 3 3 4 4 3 8 8 4$ 6 8 7 8 8 7 8 8 Jamb 9 7 7 9 8 7 9 8 7 6 8 8 10 8 8 10 8 8 Headt816 2 2 2 3 3 3 4 4 3 8 8 4 8 6 8 7 0 6 88 3 • Jamb 8 7 7 9 8 7 0 8 7 9 8 8 10 8 8 10 8 8 Head/SID 2 2 2 3 3 3 4 4 3 8 8 4 8 8 8 7 8 8 90 Jamb 10 8 0 10 9 8 10 8 8 10 9 9 11 9 9 Head/SID 2 2 2 3 3 3 4 4 3 6 8 4 8 6 8 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 HeadWSDl 2 2 2 3 3 3 4 4 3 8 6 4 °Width 120 Jamb 93 10 10 93 11 10 13 11 10 and Height dimensions may be reversed to low anchor quantities on the table. If so, the Head/518 Jamb rows must also and Head/SI be reversed so that the longer dimension Bets the most anchors. Heald/BDI 2 2 2 3 3 3 4 4 9 128 Jamb 19 19 11 13 12 11 13 12 11 Head/8111 iS111 2 2 2 3 3 3 4 4 145 Jamb 16 12 12 18 13 12 HeadISID 2 2 2 3 3 3 NOTES; 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AM2 HAVE AN AREA OF MORE THAN 32FT4. 2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A° AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Anchor Anoka DescrIMIon Type Mkt. MM. Substrate Edge Embed- Diatoms met 8 114" Steel Moon 1/4" SteelLAtraon HoIlo1Y Block 2.7k Conorete 1.25' 1.37e 6 1/4° 41088 CreteFlex 1/4" 41088 CreteFlex Hollow Block 1° 3.35k Concrete 1° 125" 1° 7 6116" Steel Ulbaeon 8118° Steel Ultmccn Hollow Block 3.6k Concrete 1.883° 1.8° 1" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r- j- --- T "A" DIM. ° DIAM. "8" DIM. PRODUCTREVIND sombiog with the F1aMa No IF ,ern 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BQX 1528 NOKOI, FL 34274 ANCHORAGE MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT ewwA7 un, I C I a 8 J McMOp 2.784° INTEGRAL FIN FRAME O DWGLNO 043-5TA h•— .970° .978° .050° --+114 7/16» LAMI GLASS BEAR 0 DWTG NO 4255 a4s" —N1 J .976° 060° u I 1 -1/16" LAMI I.G. GLASS BEAD tt MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 3 DWTG NO 4224 1.875" .soo° •� 082° 2.784° FLANG D FRAME MAT'L: 6063 —T5 DWG NO. 4253 .094° ithad "" o to /t 10" NO ORANGE try slim ITEM DWG 0 PART S DESCRIPTION 1 2 4263 84266 84253 Integral fin frame head, sill & Jamb Flanged frame head, sill & Jamb 7 1166 781 PDX 68 x 1 Quad PH SUS stelnless steel 8 Schnee-Morehead SM6604 aotyl -r narrow joint sealant or 10 4288 84255 11 4284 84264 7/18 tamI glass bead 1.1/18 lam! I.O. glass bead 12 1224 6TP247 13 4224 Vinyl bulb weattreratrip 8150k) installation fastener corer 14 Dom Coming 899 glazing sealant or equivalent 16 Dow Coming 995 silicone structural sealant, black 17 7/18" lam! glass 3/18" annealed - .090 DuPont Batealte or Seim KeepSafe Maximum PVB hrtertayer - 3/16" heat strengthened 18 1- 1/18" Iam11.0. glass 3/18" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Safiex KeepSafe Maximum PVB hderiayer - 3116" heat 20 4282 64262 Architectural comer key 21 7/18" laml glass: 3/18" heat strengthened - .090 DuPont Buteoke or Safiex KeapSafe Maximum PVB Intedayer • 3/16" heat strengthened 22 1 -1118" Iaml LO. glass: 3/18" heat strengthened outboard - 7/18" airspace - 3118" heat strengthened - .090 DuPont Butacke or Ss ex KeepSefe Maximum PVB i terlayer 3/18" heat strengthened J.R. s 300 YffielloMw ailiEni#W w" rO lap unt Rood ex oats Warm L pow 1070 TECHNOLOGY WIVE N. VENICE, FL 34275 P.O. 9QX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT I NT8I8 -,8 ID %"" YNN rI i / #i.. * : No, 59705 gss' /ONAt- `�%kS A fieMWth1 P.E. P.E4 88708 COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUIrFY, FLORIDA PRODUCT CONTROL SECTION 1 1805 SW 26'h Street, Room 2 r„ Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 istemmillallgsdneuladdlna 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 BNC- 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 pwposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the MU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, pared by PGT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E., bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact 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 s no change in the appl' TERMINATION in the materials, u of any product, for sa to comply with any ADVERTISEMENT: Th followed by the expiration date displayed, then it shall be done after a renewal application has been filed and there has been vely affecting ting the performance of this product. the expiration date or if there has been a revision or change uct or process. Misuse of this NOA as an endorsement purposes shall automatically terminate this NOA. Failure be cause for termination and removal of NOA. preceded by the words Miami -Dade County, Florida, and splayed in advertising literature. If any portion of the NOA is 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 ins >< on at the job site at the request of the Building Official. This NOA renews and revises N ^ A i -0815.09 and consists of this page 1, evidence pages L-1 and E-2, as well as approval docum above. The submitted documentation t Hehmy A. Maker, P. E., M. S. 8//8/to a NOA No. 11- 0630.02 Expiration Date: Dumber 21, 2016 Approval Date: August 18, 2011 Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 11 of 11, dated 02/28/2006 with the latest revision "D" dated 06/20/2011, prepared by POT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/I8/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-081 5.09) 2. 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, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. 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, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Oracle 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT%4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA N©. 06- 0405.06) E -1 elmy A. Maker, P. E., M. S. BNC— Product Control Unit Supervisor NOA No. 11- 0630.02 Expiration Date: December 21, 2016 Approval Date: August 18, 2011 PGT Industries. Inc. TI OF CCE ' S: EVID C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -98/ 02 (Submitted under previous NOA No. 07 -0815.09) D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Satlex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. 2. Laboratory compliance letter for Test Report No. I3TL- -5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07 -0815.09) 3. Laboratory compliance letter for Test Reports No.'s FTG -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 07 -0815.09, issued to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window -- L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 my A. Makar, P E., S. BNC— Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Date: December 21, 2016 Approval Date: August 18,2011 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPT IONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP. A. 8118° LAMI CONSISTING OF (2) LITES CF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/ICEEPSAFE MAXIMUM PVB INTERLAYER. B. 818° LAMI CONSISTING OF (1) UTE CO 1/8" ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER C. 8118° LAMI CONSISTING OF (2) UTES OF U8° HEAT STRENGTHENED GLASS WITH AN J180 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/181 LAM CONSISTING OF (2) LITES OF 31181 ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR BAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXREEPSAFE MAXIMUM PVB INTERLAYER. F. 7118' LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAPLEXAGEEPSAFE MAXIMUM PVB INTERLAYER. 0.131181 LAMI I : (1) LITE OF 1/8° OR 3/18" ANNEALED (MIN.) GLASS, 8118° OR 3181 AIR SPACE AND 8/18 LAM CONSISTING OF (2) UTES OF 1181 ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEX/PLEEPSAFE MAXIMUM PVB INTERLAYER H. 13/181 LAMI 1G: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 8/18° OR 3/8° AIR SPACE AND 6/18' LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 1/81 HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB INTERLAYER 1.13/18° LAMI IG4: (1) LITE OF 118° OR 3/18° ANNEALED ( MIN.) GLASS, 8118° OR 3181 AIR SPACE AND 81181 LAMI CONSISTING OF (2) LITER OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13118° LAMI I0: (1) UTE OF 1/ ° OR 3/18° ANNEALED (MIN.) GLASS, 3118" OR 1141 AIR SPACE AND 7/18' LAM) CONSISTING OP (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. K. 13/16° LAW I0: (1) LITE OP 1/8' OR 3/181 ANNEALED MN.) GLASS, 3118° OR 1/4° AIR SPACE AND 718° LAN) CONSISTING OF (1) UTE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR BAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/181 LAN t0: (1) LITE OF 1181 OR 3/18° ANNEALED (MIN.) GLASS. 3118° OR 1/4° AIR SPACE AND 7/18" LAMB CONSISTING OF (2) UTES OF 3/181 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 26 NI 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM B 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE MAE BEEN USED IN THE DESIGN OP THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8, SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL.4858, FTL.4889 AND FTL -390. ELCO TEXTRON NOA: 04-0721.01, 03.0226.08 ANSI/AF&PA NDS -2008 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHYABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. J.R. Maud* Oa* Widow WM D A01G CAP 70 92 TEMP3/ +30r1NOTE mo note Nob* PX 4't&07 0 ADD FX4330T0 Norm 760/8.NOw8700URREVtTBDII. aie �fi1m FX 168510 B OMNI MAIM DOOMS Fit J.L. 9,23/F8 I NOA DRAWING MAP SHEET GLAZING DE TAMS « «.«. « 2 DESIGN PRESSURES...«..3 ELEVATIONS...-..-- 4 VERT. SECTIONS. 8 HORIZ. SECTIONS............ 8 PARTS 8 CORNER DETAIL-..-.- 8 8.11 13TO TECKNOLOOY OWv0 NOIOOMI8 FLOAit78 P.O. . 18210 GENERAL NOTES ALUM HORIZONTAL ROLLER WINDOW, IMPACT I0Ut0 I NTs I 1 a 11 I 6""b.4127 -10 I D 1/2° NOM. GLASS BITE -- (80,81,82) 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 8/18° NOM. 8118" LAMINATED GLASS 1 -5 1 7/2° NOM. GLASS BITE a (ALL SECTIONS) - 4034 5/ -�-- 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/181 LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIAOR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 8116° LAMINATED 8118° OR 3/e° AIR SPACE 1/8* OR 3/16° ANNEALED (MIN.) GLASS - 13/16" NOM. 13/18" LAMI 10 GLASS W/ 8/16" LAMI 3116° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PV8 IN9ERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAABNATED 3/16" OR Ur AIR SPACE 1/8° or 3/16° ANNEALED (AVON,) GLASS 13/16° NOM. 13/18" LAMI IG GLASS W/ 7/18" LAMI ,®FOR INSTALLATION IN THE HMHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED .0. GLASS CAP. BOTH THE DP AND ANCHOR OUANTITY TO REMAIN UNCHANGED. awaan OW Rabbi,: LR 89081 D AL IOCAP7OBS7 @I+80FTNOM klatiotel FZ C wwsa�. �6n" FJG 10/17A1 8 NOWANGETHISNIEET ma 2/28/08 302108 .I gsrasev ozfew NOMINATE Iffl8 SHEET WM TECHNOLOGY OIRE Noma F1.$ 08 P.O.8QR1828 NOKOMIS, FL 34E74 GLAZING DETAILS ° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Better MV710 I Full 12 a 11 I 4127- -1a I D TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W /SAME DLO ARE 1" SMALLER) ® IN THE HVHZ ABOVE 30 s HA a' TEMPERED Lo. GLASS AND ORS DP QUANTITY REMAIN aED' WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38 3/8" 48" 50 5/8" 54" 60" 83" 84" A,B,G,H +80.0 •80.0 +60.0 •60.0 +80.0 -80.0 +60,0 -60.0 +80.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 88" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +58.8 -58.8 +68.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -80.0 +60.0 -60,0 +60.0 -80.0 +60.0 -80.0 +55.2 -55.2 +62,3 -52.3 188" A,B,G,H +80.0 - 80.0 +60.0 -60.0 +60.0 _ -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +54.8 -54.6 +51.7 -51.7 111" A,B,G,H +80.0 -60.0 +60.0 -80.0 +80.0 -80.0 +60.0 -60.0 +60.0 .60.0 +59.5 -59.5 +53.8 -53.6 +50.9 -50.9 UP TO 111" 0,1 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 88 7/16" ®BHC' +60.0 -60.0 TO 88 7/18"' 0 K�L +75.0 -75.0 TABLE 3. a AND, Q FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS WINDOW HEIGHT TYPE 26" 36" 38 3/8" 48" 50 8/8" 54" 80" 83" 60" A,B,G,H +75.0 75.0 +76.0 -76.0 +75.0 75.0 +75.0 -75.0 +76.0 75.0 +76.0 -75.0 +75.0 -76.0 +75.0 -75.0 � as xo oP C4 ,. Da 204 ,- -- % %!„ 68" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -76.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +69.6 -69.6 +65.2 -85.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 76.0 +75.0 -76.0 ` +75.0 76.0 +88.1 -88.1 +83.8 -83.8 UP TO 74" C'D,E'F' 'AK, L +75,0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 pug, FTL -4859 (OX& XO) AND F1L -5330 A. 5/18" LAMI - (118" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 6/18" LAMI - (1/8" HS, 090,1/8° HS) D. 7/16" LAMI - (3/18" A, .090, 3/16" A) E. 7/18" LAMI - (3/18" A, .090, 3/16" HS) F. 7/16" LAMI - (3/18" HS, .090, 3/16" HS) G. 13/18" LAM 10 -118" OR 3/16"A (MIN.), 5/18" OR 318" AIR SPACE, 5/16" LAM - (118"A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/18" OR 318" AIR SPACE, 5116" LAMI - (1/8"A, .090,1/8"HS) L 13/16" LAMI IG -1/6" OR 3/16"A (MIN.), 5118" OR 3/8" AIR SPACE, 6/16" LAMI - (1 /8"HS, .090,1/814S) J. 13/16" LAMI 1G -1/8" OR 3/16"A (MIN,), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3/16"A) K. 13!16" LAMI IO.1/8" OR 3118"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/1rA, .090, 3/16"HS) L 1W16" LAMI 10 -1/8" OR 3/16 "A (MIN.), NW OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3116"HS) �� ✓� G Z �� L Clerk, P E. PE 1118712 anicturai er, J.R ,, 1 Rai .,•.v• 10 OP • BE TEMPERED - o T ,. ,orot room NOICOM. R. e4275 C leCwir-*" SIGN PRESSURES RK 4x18/07 ADDS, T69R4L FR I & UPDATDAS1MB 13 t ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R!6 F O7� , _,FJ RIMEOPTAMES MAIMSE 130D-0II 3 1 B FS7swo �� pm. I NTS 19 4 11 I 4127 -10 J 0 27318° MAX. ` DW X. -EN, E - ••11•••••••■• 84 8/18° MAX. DLO FIXED 110" MAX. WIDTH LF. FRAME 111° MAX. WIDTH FLANGE FRAME 57 d/8° MAX DLO ALL FIXED WES DETAIL B - XOX (1/41/2 -1/4) 33OM&WOG DLO FIXED C ^ ,M_�, 33 DLO LO MAX VENT ENT 0 MAX. DLO ALL VENTS 82° MAX. I.F. FRAME ALL CONFIO. C — 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO FL NM PA.8gOt1642 FL $4214 83" MAX FLANGE FRAME ALL OONFIG. 27 318" MAX. DLO VENT 273/8" MAX. DLO FIXED • •eir 88 7/18" MAX. WIDTH I.F. FRAME 7/18° MAX WIDTH FLANGE FRAME DETAIL C - XOX (14-1/3.1/3) NOTE 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D (FRAME CORNER CONSTRUCTION) FRODUCTRSV51153 Ms PtatMa awn Acceptance No4WileNgodt ELEVATIONS MIN ALUM HORIZONTAL ROLLER WINDOW, IMPACT Iai s 1717' N7S 14 a 11 � 412740 rQ Robert L Mak, P.E. PE 039112 SbuoWad INTERIOR MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR I � MAX. FIXED DLO --1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I ^ MAX. FIXED DLO ---.� MAX. VENT DLO MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR 0 1'1 r m (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) SECTION C-C INTERIOR SILL HEAD a.e4e airr a►rm .* f 0 NO CHANGE 7H19 SKEET 9X 41607 C Ar FN MA'S, MA'S,HEWS41.4PANMSAND FX $0• .17108 8 NO MIAMI THIS SHEET °°NC ambr ° .&.t I (VERTICAL SECTION, I.F. FRAME) WOOL NOICOalte, FL MS P.O.@� 1678 1�10r1t�,PLM Hui Webb Bettor SECTIONS AL• UM. HORIZONTAL ROLLER WINDOW IMPACT 1r010 I H051 5 0 11 J°"*°r4127 -10 111 Robert L Clark, P.E. PE #08712 Sauatural Pl�V! DW(,Yi REV DPSCRIPT[ON MAT'L PG T# n194 DW(i REM DESCRIPTION I MAT% I P0Th ^ j l 4102 A FLAN(IE FRAME HEAD 6063-T AL 61237 66 GASS,13/16"LAM110- 1/8"AWIN.),3/8" AIRSPACE, 5116' LAMI (Ur A,.O90 PVB,1/8°A) 2 4 0 2 5 SASH S T O P ( S T D , ) (ANTI LIFT C L I P ) 6 0 6 3 - T 5 AL 612244 6 7 ° 13/16" LAMI 1(i-1/8"A (M1N.), 3/8° AIR SPACE, 5/16° LAMI (I/8"A, .090 PIM,1 /8°,18) 3 08 X 3/4 PH. PAN HEAD 7834AA 68 69 7 0 " " " 11#16" LAMI 101/8"A (ME4.), 3/8° AIR SPA(, 5/16" LAMI (I/8°HS, 090 PM), 1/8"11S) 13/16°LAMI1(-3/16°A(MN.),5/16° AIR SPACE, S/161IAMI(U8°A,J90PYB,1/8°A) 13/16" LAM1K33/16°A (MIND, 3/16" AIR SPACE, 5/16° IAMI (1/8"A, ,090 Ptl9,1/8°HS) 4 4033 SASH STOP COVER(SASH STOP) 6063 -T5 AL 6 4136 FIANCE FRAME SILL 6 0 6 3 - T 6 AL 64136 4137 SILL ADAPTOR 6063-T6 AL 64137 71 " 13/16° LAMI 10�3/16°A(MN.),5/16° AIR SPACE, 5 /16° LAMI (1/8"H3,.090PVB,1/8"HS) 7 4131 ROU. TRACK _ 6063-T6 AL _ 64131 72 " 13116 °LAMIi(it /8°A( MIN).1/ 4° AIR SPACE, 7 /I6"LAMI(3116A,A90PVB,3/16°A) 13/16"LAMI1G1/8°A( MIN.), 1 /4" AIR SPACE, 7/ 16° LAMI (3/16"A,.090PVB,3/16"HS) 8 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 10 1626 ADHESIVE OPEN 0 LFOAMPAD 7PAD1626 74 " 13/16° LAMI IG1/8°A;( MIN.),1 /4° AIRSPACE, 7/ 16 "IAMI(3/16°HS,.010PVB,3/l6°HS) 12 4002 4134 1155 A FLAN(1EFRAMEJAMB FLANGE FOR MAIN FRAME SD3.JO1Nf #8 X 1.000 QUAD MAIN SMS 6063 -T6 AL 612225 — 7 612225K 781 75 " 13/16°LAM1104/16°A( MINI, 3 /16° AIR SPACE; 7 /16°LAMI(3/16"A,.090PVB,3116"A) 1316" LA'M1 K3.3/16°A (MIN.), 3/16" MR SPACE, 7/16° LAMI (3/16°A,.090PV8, 3/16"ES) 13 76 "" 14 77 13/16° IAMI K,�3/16°A (MIN.), 3/16° AIR SPACE, 7/16° IAMI (3/16°H8, .090PVB, 3/16°HS) 15 90 1014 SCREEN FRAME (101 & VEL) 3104114 AL 16 4110 0 SCREEN ADAPTOR 6063 -T5 AL 641100 91 _ 92 93 1630 1631 1073 SCREE,CORNERKEY WRINGS SCREEN CORN�KEYW /OUT MRCS SCREEN SPRINO POLYPROP, POLYPROP. STET, 17 4054 B FIXED MEETWORAIL 6063HD•T6AL 64054A 19 4066 WSTP,,,187X .230, FIN SEAL 640660 21 4105 SASH TOP &BOTTOM RAIL 6063 -T5 AL 612240 94 1624 SCREEN SPLINE- EM PVC 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 616830 95 1635 .135DIA.FOAM SCREEN SPLINE- .135 DIA. HARD EM PVC 23 225.1 ROLLER HOUSING &GUIDE 42112HD 95 SCREEN CWFH 24 226 BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP (RADE BRASS POLYPROP. 7BRWHL2 _ 4412E4 29 4128 32 4006 D SASHMEEFINORAIL 6063183 -T6 AL 64006 2710 1235 WSTP.,.170 X .270 HACK, FIN SEAL 678160 33 35 1096 SWEEP LATCH " DIBCAST 71096 . 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 1683 SASH SIDE RAIL WSTP,250X .270 BACK, FIN SEAL 6063 -T5 AL 64126 616830 L 38 7070 BULB WEATHERSTRIP.187X.275 670701( L.__ 39 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 I.E. FRAME HEAD 6063 -T6AL 64139 0 I.F. FRAME HEAD 42 4140 LF. FRAME SILL 6063 -T6AL 64140 PRODUCTIUMS221 the _,..: '! 41/ M. � i � -� , 1.4,„. 43 4141 I.E. FRAME JAMB 6063 -T6AL 64141 - - _ 808378 50 (LAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GAWK/ BEAD BULB (THICK) 6TP247W,K 617248K L 3. 82 52 1225 VINYL (LAZING BEAD BULB (THIN) 53 4039 B GLAZING BEAD -5/16" 6063 -T5 AL 640390 644703 54 4044 II _ (HAZINO BEAD -5/16° W /(AtJLLKIT 6063-T5 AL� .082 55 4222 A GLAZING BEAD -7/16" 6063-T5 AL 64222 6985 L 56 985 C GLAZING BEAD - 7/16°W /GRELKIT 6063-T5 AL 1' 288 39 4067 GLAZING BEAD - 13/16° _ 6063 -TS AL 64067 60 GAASS, 5/16" LAMI(U8" A, .OSOPVB,1/8" A) I.F. FRAME JAMB " 5/16" LAME (1/8° A, .090 PVB,1/8° HS) O 44141, 6083 -T8 ��/ � 011' l/ Raked L. Calk, P E Pt 08712 61 62 0 5/16" LAMI (I/8" HS, 090 PVB, U8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) ° 7/16° IOM, (31191 A, 090 PVB, 3/16° HS) 710 —J 4g .F. FRAME SILL O 04140, 808378 64 65 " 7/16" LAMI (3/16° HS, .090 PVB, 3/16" HS) Nowt * Ws aefoeu 1070'i60FQO10GYWW2 NOME%F11.� 842Ta P.O. tsmTa ` PARTS LIST wow FR C 411307 aim" 0 ADDring 4I42448 ALUM HORIZONTAL ROLLER WINDOW, IMPACT F.R �TQN7/00 8 NOCMNI7I0ME T We o,ew,"ld J..1 ma* WSW I Rk bear "*"616 two I A+T$ 18 11 I 4927 -10 I 0 ram PR L O FLANGE FRAME HEAD 04102A,0003 -T8 .490 OSASH STOP 04028, 8083-T6 21 SASH TOP & BOTTOM RAIL 04133, 80S3-711 nis 1.ot8 O GLAZING BB . 6/16" , 8083 (ND WI .K l EKif) .050 8610/11 D. 6 FLANGE FRAME SILL 04138, 606348 .081 .46 0 HORIZ. ROLLER TRACK 04131, 8083.78 1.081 32 SASH MTG. RAIL 04008D, 8083M-T8 —1{07 0 1 .878 1.033 -�. 0 GLAZING BEAD 7/18" #4222A, 6063 -TO O FRAME SILL ADAPTER 04137, 808348 17 FIXED M8, EETING TO RAIL 04084 6 iMD- —r 291•! SASH SIDE RAIL 04128, 8083 -TO 1. .050 1.118 —I+- -• O GLAZING BEAD, 7/16" 00860,8083-T8 (USED WI GRILL KIT) .878 O SASH STOP COVER 04063, 8083 -T8 1.383 1 13 FLANGE FRAME JAMB #4002A, 8083-TO OGLAZING BEA6, 6/18° #40393.8033•TO �o "F—.ks^-1 1.097 69 GLAZING BEAD, 13/18" NOW, 6083-T8 MODULI' REVISED es lheaBhMehl' • AccepiovoNSCO xe 7 Xc FJc aft vie +1a 8 NO CHANGE NOS SKEET NO CHANGE NO WENT NO CHANGE We SHEET VOWS 1070TECHNOLO0YDRIVE NOI4DA19.8 8 PA.egai= NOXOMIIS, FI.3W4 P WA& Better EXTRUSIONS ALUU HORIZONTAL ROLLER WINDOW, IMPACT rano 1 Hat! 1 7 d 1f _rm.4127 -10 IUD Rohm! L. OWL. P.E. PE E30112 Omani ANCHOR QUANTITIES, XOX (114-112 -114) WINDOWS TABLE 4 GLASS TYPES A,B,C,O,IH,I GLASS TYPES D.E,F,J,K,L ANCHORTYPEa &SOBSTRATE 2.3, WOOD 2, CONC ZONES ZONES 1. OD O ZONES 2,3, WOOD ZONES 2, CaNC ZONES 1, COWL ZONES WINDOW SIZE W v H HEAD & SILL 83.1289 38.378 48.000 50.828 54.000 50.000 0000 1 +01+1 +02+1 2 HEAD & 88.1. 1 +02+1 +02+1 IHEAD & SILL IHEAD & SILL HEAD & SILL HEAD & HILL 2 1 +0+1 +00+1 2 1+C2+1+C2+1 2 1 +02+1+02+1 2 1 +00+1 +0+1 2 1+00+1+02+1 3 1 +02+1 +02+1 3 1 +02+1+2+1 3 1+0+1+02 +1 3 1+02+1 +x+1 3 1 +02+1 +02+1 3 1 +C2 +1 +0+1 3 1 +0+1 +00+1 3 1 +0+1 +0+1 3 1+02+1 +02+1 S 1 +02+1+02+1 3 1 +02+1+02+1 3 1+2+1+2+1 3 1 +02 +1+02+1 3 1 +02+1 +00+1 3 1+2+1+2+1 3 1+02+1 +02+1 1+00+1+02+1 3 1 +02+1 +00+1 3 1 +02 +1+02+1 3 1+02+1 +2+1 3 1+02+1 +02+1 3 1+02+1 +02+1 3 1+C2+1+02+1 3 1+02+1 +02+1 3 1 +02+1+02+1 3 1 +00+1 +02+1 3 1+02+1 +02+1 3 1 +00+1 +02+1 3 1 +03+1+03+1 3 60.000x 3&375 45.000 500.E 84.E 80A00 8&000 1+02 +1+02+1 2 1 +02+1+02+1 1 +02+1 +0+1 3 1+09+1+02+1 2 1 +02+1 +02+1 3 1 +0+1 +02+1 2 1402+1+02+1 2 1+0:211+01+1 2 1 +00+2+0+1 2 3 1+02+1 +09+1 3 1 +02+1 +02+1 3 1+02+2+02+1 3 1 +02+1+02+1 3 1 +0x+1+9+1 3 1 +02+1+9+1 3 1+02 +1+02+1 3 1+2+1+9+1 3 1+2+2+2+1 3 1 +0+1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1+0+1 +00+1 3 1+00+1+08+1 3 1+02+2+00+1 3 1+0+1 +02+1 3 1+0+1+02+1 3 1+02+1 +02+1 3 1+02+1 +00+1 3 1+02+1 +09+1 3 1+03+2+03+1 3 1+00+1+02+1 3 1 +09+1+2+1 8 1 +02+1 +0+1 3 1+02+1 +02+1 3 1+02+1 +02+1 3 1 +03+2+03+1 3 74.0009 35.378 4.000 50.625 54.000 60000 68000 1+00+2+02+1 2 1 092+1+0+1 2 1 +09+2+02 +1 2 1 +02+2+02+1 2 1+2+2+09+1 2 1+09+2+09+1 2 1+00+2+02+1 3 1+02+1+0+1 3 1+02+2+0Z+1 3 1 +02+02+1 3 1+02+2+02+1 3 1+0+2 +02+1 3 1+02 +2+02+1 3 1 +00+1+00+1 3 1+00+2+132 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +02+2+02 +1 3 1+2+2+09+1 3 1+02+1+00+1 3 1 +02+2+022+1 3 1 +02+2+02+1 3 1 +02+2+02 +1 3 1 +03+2+03+1 3 1+02+2+02+1 3 1 +00+1+02+1 3 1+02+2 +02+1 3 1 +00+2+02 +1 3 1+x+2+9+1 1+03+2+03+1 3 1+02+2+02+1 3 1+02+1+02+1 84.000* 38.378 4&0X0 50623 54.000 60.000 53.000 1+02 +2+00+1 2 1 +02+2+10+1 3 1+0~3+2+03+1 2 1 +02+2+00+1 3 1+00+2+03+1 3 1+02+2+02+1 3 1 +00+2 +03+1 3 2 1+02+2+2+1 2 1+00+2+02+1 2 1+12+3+42+1 2 1+02 +2+02+1 3 1+x+2+02+1 3 1+09 +2+02+1 3 1+C2+2+02+1 3 1+02+2+(2+1 3 1+03+3+03+1 3 1+02+2+02+1 3 1 +02+2+0+1 S 1 +02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1 +01+3+03+1 3 1+01 +2+02 +1 3 1 +09+2+00+1 3 1 +02+2+0+1 3 1 +02+2+02+1 3 1+02+2+0+1 3 1+04+3+04 +1 3 1+02+2+02+1 S 1 +02+2+10+1 3 1+12+2+03+1 3 1+t ;3+2+0+1 3 1+00+2+10+1 3 1 +0++3+04+1 3 1 +00+2+00+1 3 1 +C2 +2+2+1 103789 35.378 4&000 50.828 54.000 60.000 53.000 1 +0+2+01+1 2 1 +02+2+02+1 3 1 +08+2+03+1 2 1+01+3+02+1 3 1 +03+2+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 2 1 +0+3+10+1 a 1+2+3+x+1 2 1 +02+4+0+1 2 1 +00+3+x+1 3 1 +00+2+10+1 3 1403+3 +00+1 3 1400+3+03+1 3 1+02+3+00+1 3 1 +03+4+03+1 3 1 +02 +3+02 +1 3 1+00+2+01+1 3 1+3+3+03+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 1+03+3+0#1 3 1 +02+2+0+1 3 1+0+9+3+03+1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1+01+4+04+1 3 1+03 +3+03+1 S 1 +02+2+00+1 3 1+C4+3+C4 +1 3 1+04+3+04+1 4 1+03+3+03+1 3 1+04+4 +04+1 3 1 +03+3+0+1 3 1+00+23+1 3 1 +04+3+04+1 3 1 +04+3+0 +1 4 1+045+0+1 3 1+08+4 +05+1 3 111.0009 35.376 4&000 80.626 84.000 80.000 63.00 1 032+3+02+1 2 1 +02+2+02 +1 2 1 +0+3+2+1 2 1+02+3+02+1 3 1+02+3+02+1 2 140244402+1 2 1+02 +3+02+1 3 1 +02+2+02+1 3 1+03+3+03+1 3 1 +03+3+3 +1 3 1+02+3+02+1 3 1+03+4403+1 3 1 +02 +3+02+1 3 1+032+2+02+1 3 1+03+3+03+1 3 1 +3+3+3+1 3 1 +03 +3+03+1 3 1+3+4+3+1 3 1+0+3+03+1 3 1+02+23x+1 3 1+0++3+03+1 3 1+03+339+1 3 1 +03+303+1 3 1+04+4+04+1 3 1 +03+3+03+1 S 1+02+203+1 3 1+04+3+04+1 3 1 +04+3+04 +1 4 1+0+3+0+1 3 1+04+4+04+1 3 1+03+3033+1 Me"a6J+ oat Mkt AR. MEI 0 1 +3 +2+02+1 3 1+04+3+04+1 3 1 +C4 +3+04+1 4 1+04+3+04+1 3 1 +05+4+C5+1 4 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPOONS 2 -114° ELCO 4384 CRETE -FLEX 3 -012 STEEL SCREWS (05) 2. GLASS TYPES: A. 510° LAIN . (1/8'A,.(380. U8° A) 8. 5/18° LAMI - (1t8°A„080,1/8° HS) C. 5/18° LAMI • (1/8" HS,.080,1/S' HS) D. 7/10° LAMI - (318°A,.080, VIVA) E. 7/18" LAMI - (3/18°A..090, 3118' HS) F. 718' LAMI • (3/18' HS,.090, 318' HS) 0.1318° LAMI IS -1S° OR 318° A (MIN.), 8118° OR 318° SPACE, 8/18° LAMI -(118° A,.030, VP A) H. 1318° LAMI IC .1S° OR 3110" A (MIN.), WW OR 310° SPAN, WIC LAMI • (1/8°A,.080,118' H8) I. 1318" LAMI I0.1i8° OR 311r A ( MIN.), 518" OR 318° SPACE, 5/18° LAMI -(1/8° HS,.080,1tr HS) J. 13/18° LAMI IS -118° OR 3/1rA (MIN.), WW OR 104° SPACE, 718° LAMI -(318" A..090, 318° A) K.131r LAMI 181- *Ur OR 318" A (MIN.), 3/18° OR 1/4° SPACE, 718° LAMI - (Mr AAA 3118 HS) L 1310' LAMI 10.118° OR 31W A (MIN.), 3/18" OR 1/4° SPACE, 7118° LAMI - (3/18' HS,.080.316° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOUJ3W N0 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LAMER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAG. CENTERUNE. 28 3/4' MAX. FROM CORNERS. JAMBE: IF MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 11+03+4 +03+11 3 1...,.—ANCHOR QUANTITY PER JAMB A FOR INSTALLATION IN THE HVHZ ABOVE 3D FT, GLASS TYPES 0- L SHALL HAVE A TEMPERED LO GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. f HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. 0.0. ANCHOR SPACING) �h 283/4"mEac I—°-� i'�'3" MIS. 1 tit 1 1 1 1 I I I 8° REF. X 2 w/ MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 283/4° MAX. )r--3' MIN. 1 1 ;41 I I I I 1011 I-- WRREF.. 1 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Q AWED KPJCgy: 4/007 ateride: Wig PA mM mueep era° MAW* Oda PJC 258/08 AA 85515 Ki OAP TOSE TEMPERED EP aSOFTNOTE UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. AM REM ANCHOE40E FORMAT, WAD 88RLCORERS P.O. MUM% Ream imams Nc1009, MANNA ANCHORAGE SPACING, XOX (1/4- 1/2 --1/4) ALUM. HORIZONTAL ROLLER WINDOW IMPACT 07W I NTSI 8 d 91 I "4127.10 ID /1/ sei 0::e/e,pa PEI39712 StroouMat ANCHOR QUANTITIES, XOX (1/3- 1I$4/3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2 -114' ELCO 584 CRETE -FLEX 3 412 STEEL SCREWS (05) ANCHOR TYPE, GLASS TYPES A,B4O,H OLABS TYPES C,D,E.FJ.J,K, I. 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC &SUBSTRATE ZONES ZONES ZONES ZONES ZONES zo ss meow size 9! H HEAD& SILL HEAD & SILT HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL 2. GLA880 -(118" A,„090, 1/8" A) B. 8/16" LAM - (1/8°A,.030,1A' KS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0- L SHALL HAVE A TEMPERED 1.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000x 34376 48.E 60.828 84.E 60.000 83.000 1+02+1+0+1 2 1+02+1+0 +1 2 1 +02+1 +C2 +1 2 1 +02+1+02+1 2 1+02+1 +02+1 2 1+02+1 +02+1 2 Q 6/18" LAMI • (1/8° HS,080,1/8" HS) 1+0+1+0+4 3 1+0+1+02+1 3 1+02+1+02 +1 3 1+0+1+0+1 3 1+02+1402 +1 3 1+2+1 +0+9 3 D. 7116" LAMI.3/'16" A,.090, 316" A) 1+02+1+02 +1 9 1+0+1+0 +1 9 1 +0+1+02+1 3 1+1:4+1+02+1 8 1+02+1+02+1 9 1+03x1 +01+1 g F. 7/16' LAMi - (3116"A,.00, 9116"118) 1 +02+1+02+1 3 1+02+1 +02+1 9 1+02+1+02+1 3 1+0+1+02+1 3 1+02+1+02+1 3 1 +03x1 +03x1 3 0.13/16° LAMI 10- �OR 3%16 "A (MIN.), 6/16" OR 318" SPACE, 8116° LAM -(1/8" A,.000, 1/8" A) 1 +0+1+02+1 3 1+10+1 +03+1 3 1+0+1+0+1 3 1+01+1+02+1 3 1+02+1+02+1 3 1+0+1 +01+1 3 H. 13/18' LAMI 10.1 " OR 3/18° A (MIN.), 81'16" OR 318" SPACE, 6116" LAMI - (1/A" A,.090,118' HS) 1 +02+1+0+1 3 1+0+1+0+1 3 1+02+1+0+1 3 1+02+1+02+1 3 1 +02+1+0+1 9 1 +03+1 +43+1 I. 13/16' LAMI IG -116° OR 3118' A (MIN.), 6/16° 3/8° SPACE, 8118" LANG -(1/8" WOW, HS) 9 J.13118 LAMI 10.1/8" 63128x38978 0000 1+0+1+02+7 2 1+0+9+0+1 29+0+1+0'4+1 2 1 +0+1+0+1 2 1+0+1+0 +1 2 1+0+1+0+1 OR 3116° A (MIN.), 3/18° OR 1/4" SPACE, 7116" LAM - (3/16"A, 090, 3/18" A) 2 X 13/18° LAM 10 -1/8" OR 3116" A (MIN.), 3116° 0X:114' SPACE, 7118" LAMI -(9116° A,A80, 3118° H8) 1+0+1+0+1 3 1 +02+1+0+1 3 1+0+1+02+1 3 1+0+1 +0+1 3 1+0+1+02+1 3 1+0+1 +0+1 3 L 13/16" LAMI $0 -1/$" OR 3/16° A (MOIL), 3/16° OR 1/4° SPACE, 7118" LAM -(8118° HS,.080, 3/16° HS) 80.E 83.000 6000 1+0+1+0+1 3 1 +0+1 +02+1 3 1 +0+1+0+1 3 1+0+1+0+1 9 1+01+1 +0 +1 3 1+0+1+0+9 3 1+02+1+02+1 9 1+02+1+02+1 9 1 +0+1+0+1 3 9+0301+43+1 9 1+0 +1 +0 +9 3 1+0+1+02+1 ND ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +0+1 3 1+0 +1 +0+1 3 1 +0+1+02+1 3 1+0+1+0+1 8 1 +0+1 +0 +1 3 1+03+1+03+1 3 63.000 1 +02+1+0+1 9 1+0+1+0+1 3 1 +02+1+0+1 9 1+02+1+0+1 3 1 +0+1+02+1 3 1+C8+1+0+9 3 H E A D & SILL 1011$' MAX. OI EACH SIDE OF MEETING RAIL CENTERLINE 60.000x38.378 41000 1 +01+1+0 +1 2 9 ++1 +0+1 t3 2 9+0+9+0+1 2 1+0+1+0+1 2 1 +0+9+02x1 2 1+0+1+0+1 2 25314° MAX FROM CORNERS JAMBS: B° 1+02+1+02+1 3 1 +0+1+0+1 3 1 +0+1+0+1 3 1+0+1+0+1 9 1+0+1+0+1 3 1+0+1+0+1 AND 1/2° MAX O.Q 3 TABLE 80.628 0000 1+00+1+02+1 3 1 +0+1+0+1 3 1 +02+1+02+1 3 1+01+1+0+1 3 1+0+1+0+1 9 1+0+1 +0+1 3 1+0+1+0+1 3 1+02 +1+0+1 3 1 +0+1+0 +1 3 1 +0+1+0 +1 3 1+0+1+0+1 3 1+0x1+0+1 3 +03+1+03+1 3 .. . - QUANTITY PER JAMB 60000 1 +0+1+0+1 3 1+0 +1+0+1 9 1 +0 +1+0 +1 3 1+0+1+0+1 3 1+02+1+0+1 3 1+03+1+0+1 3 I ��QQ �00 89,000, 1 +0+1+0+1 3 1 +0+1+0+1 3 1 +02+1+0 +1 9 1 +03+1 +0,9+1 3 1 +0+1+0+1 3 1 +03+1+0+1 3 000x39.318 0000 1 +0+1 +0+1 2 1+0 +1+0+1 2 1 +0+1+022 +1 2 1 +0+1+0+1 2 1 +0+1+02+1 2 1+0+1+02+1 2 A C.US t1cR (3 AMCMO�R CENTERED ON EACH MEETING RAIL PLUS 1 +C2+1+C2+1 3 1 +0 +1 +0+1 3 1 +0 +1+0+1 3 1+0+1 +03x1 3 1+02+1+0 +1 3 1 +0+1+0+1 3 (1) ANCHOR AT EACH OPERABLE VENT PLUS (1)ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. 0.0. ANCHOR SPACING) 60.628 64.000 60.000 93.000 1+0+1+02+1 3 1+0+1 +02x1 3 1 +02+1+0+1 3 1+0+1 +01+1 3 1 +0+1+02+1 3 1+03+1+0+1 3 1+0+1 +0 +1 3 1+0 +1+03+1 3 1+01+1+0+1 3 1+0 +1 +0+1 3 1 +C2+1+0+1 3 1+03+1 +03+1 3 1 +0+1 +0 +1 3 1 +0+1+0+1 3 1+0+1+0+1 3 1+03+1+0+1 3 1+0+1+0+1 3 1+43+1+03+1 3 1 +0+1 +0 +1 3 1+0+1+0+1 3 1 +03+1+03+1 3 1+03+1+09+1 3 1+13+1+0+1 3 1+03+1+03+1 3 74.000x 3 5378 44000 80.628 84.000 80.000 63.000 1 +02+1 +0+1 2 1 +0+1+0+1 2 1+0+1+0+1 2 1 +03+1+01+1 2 1+0+1 +0+1 2 1+0+1 +00 +1 2 28 3/4° MAX. I �III�I" 1 +0+1 +0+1 1 +0+1+0 +1 1+02+1+02+1 3 1+0+1 +0+1 3 1+0+1+0+1 31+0+1 +C2 +1 3 1 +0 +9+0 +1 3 1+0+1+0+1 31+0+1+0+1 3 1 +0+1+02+1 3 1 +0+1+0+1 3 1+0 +1+0+1 3 14C3+1+C2+1 3 1+43+1+01+1 31 +02+1+022x1 3 1 +03+1 +03+1 3 1+03+1 +43 +1 31 +43+1 +03+1 3 3 PRODIICI'Rt1dILIED �av�ut°t+beMa na L� , - _:1;: = — . O$ 1-1-1 "" ;--•+S 3 � )( III 1 1+0+1+02 +1 3 1 +0+1 +03+1 3 1 +03.1+03+1 3 1+03+1+03+1 3 1+0+1+02+1 3 1 +03+1+0+1 3 1+0+1+02 +1 3 1 +0+1+03+1 3 1 +0+1+03+1 3 1 +03+1 +03+1 3 1+0+1+02+1 3 1 +43+1 +0+1 3 84.�x 3&378 1 +02+1+02+1 2 1 +02+1+02+1 2 1 +0+1+0+1 2 1+0 +1+0+1 3 1+02+1+02+1 2 1+02+1+02+1 MTG. �I 2 4 &� 80628 84000 1 +0+1+0+1 1+0+1+0+1 3 1 +0+1+02+1 3 1+02+1+02+1 3 1 +0+1+02+1 3 1 +0311+0+1 3 1+02+1 +02+1 3 1+02 +1+02+1 3 1+0+1+0+1 3 1+0+1+02+1 3 1 +C3+1 +0+.1 3 1+09+1+0 +1 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 3 3 (SHOWN IN TABLE KEY ABOVE) 1 +0+1+0+1 3 1+0+1+0+1 9 1+0+1 +02+1 3 1+43+1 +03+1 9 1+03+1+03+1 3 1+09+1+03+1 311 +03+1 +43+1 9 1 +0+1+0+1 4 1 +03+1+03+1 3 1 +03+1 +03+1 3 1 +03+1+43+1 3 80.000 69.000 1 +0+1 +0+9 9 253/4° MAX. 1 +03+1 +03+1 3 1+01+1 +02+1 3 1+03+1+09+1 3 1+09+1 +0+1 4 1 +0+1 +0+1 3 1+04+1+04+1' 4 13' Tom. I 88.437 x 38.376 48.000 60.628 1+02+1+02+1 2 1+0+1+0+1 2 1 +0 +1+0 +1 2 1+0+1+02+1 3 1 +0301+02+1 2 1+0+1 +0x 1 2 —3 MW. ( g // L P.E. PE turn Swop 1+0+1+0+1 3 1+0+1+0+1 3 1 +02 +1 +0 +1 3 1+02+1+02+1 3 1 +0 +1+0241 3 1 +03+1 +03+1 I 1111 3 9' REF. X 1 lilt 4 I X 1+0+1+0 +1 3 1+0+1+0+1 3 1 +03+1+0 +1 3 1+02+1+0+1 3 1+0+1+0+1 3 1+03+1+03+1' 3 1-------F------........„-- 84.000 60000 1 +0+1+02+1 3 1+0+1 +0+1 3 1+03+1 +03+1 3 1+03+1+09+1 3 1 +0+1+0+1 3 1+03+1+03+1 3 1+02+1+0+1 3 1+0+1+0+1 3 1+03+1 +03+1 3 1+03+1+03+1 4 1+03+1+0+1 3 1+04+1 +04+1 4 83.000 1 +03+1 +03+1 3 1 +03+1+0+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1 +43 +1+03+1 3 1+04+1+04+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS awen JR. ara 6701V1 aeWm D 1tiJOMMOLOaOOY�YB KOKOMO, R.B4B P.O. BOX Me , PI. 3074 ANCHORAGE � ND,i�O%�(i�.%ii.>T -i�•i AIMED la CAP TO BE TEMPERED 46 WET 'NOEL aawmp FA MO MSS? ammo O UPDATE TABLTA BLED, BELECT VAUEE DUE 7OAND60R DIP. ADJ. ma ALUM. HORIZONTAL ROLLER WINDOW IMPACT swam FJC aara 70M71011 MOM S REWSE ANCHORAGE FORMAT NE40& SILL CLUSTERS *wisp FJC arr ad,aaeae 3.4 Aft A S I SOMMa M7790 ear tb„0 `Aube*. I NMI 8 a 11 I 4127 -10 ea, I Q ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE) 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD a SUBSTRATE ZONES 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v b 37.000 x 38.378 48.000 60.825 84.000 60.000 83.000 48.000 x 38.378 48.000 60.826 54.000 60.000 83.000 83.128 x 38.378 48.000 60.628 54.000 60.000 63400 aE 1 +02 +1 1402 +1 1+02+1 1+C2+1 1+02 +1 1 +02 +1 1 +C2 +1 1+02 +1 1+02+1 2 3 3 3 3 3 2 3 3 106 i g 1 +02+1 2 1 +C2 +1 2 1+02 +1 3 1 +02+1 3 1+02+1 3 1+02 +1 3 1+02+1 3 1+02 +1 3 1+02 +1 3 1+03+1 3 1+02 +1 3 1+03+1 3 1+{)2+1 2 1+02+1 2 1+02 +1 3 1+C2+1 3 1+4"2 +1 3 1 +03+1 3 1+02+1 2 1+02 +1 2 1+02+1 2 1+0.2 +1 3 1+02 +1 3 1 +02 +1 3 1 +02 +1 3 1+02 +1 3 1+02+1 3 1 +02+1 3 1 +02 +1 3 1+02 +1 3 1+02 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C1 +1 3 1+03+1 3 1+02 +1 2 1402 +1 2 1+02+1 2 02 1++1 3 1 +C2 +1 3 1+02 +1 3 1+02 +1 3 1+02 +1 3 1 +03+1 3 1 +03+1 3 1+03+1 3 1+02 +1 3 1+c2 +1 3 1 +03+1 3 1 +03+1 3 1+02+1 1 +02 +1 1+03+1 3 3 3 80.000 x 38.378 48.000 60105 64.000 60.000 83.000 68.000 x 38.378 48.000 60.628 64.000 60.000 63.000 74.000 x 38.378 48.000 60.628 84.000 80.000 83.000 wawa FX FX pJc nog 1' aum 4 cow MAN 1 +432+1 1+02 +1 1+02 +1 1+03+1 1 +03+1 1 +03+1 1+02 +1 1+C2+1 1 +03+1 1+03+1 1 +433+1 1 +03+1 2 +02+2 2+02+2 2 +03+2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 1+02+1 1+02+1 1 +02+1 1+02+1 1+C2+1 1 +03+1 1 +02+1 1+02 +1 1+01 +1 1+02 +1 '1+C3+1 1 +03+1 _1+02+1 1+C2 +1 1+02+1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 1 +02+1 2 1+03+1 3 1 +03+1 3 1+03+1 3 1+03+1 3 1+04+1 3 2+02+2 2 2+03+2 3 2+03+2 3 2+03+2 3 2+04+2 4 2 +C4 +2. 4 2+02 +2 3 2+03+2 3 2+03+2 2+C3+2 2 +03+2 1 +03+1 2+02 +2 2+03+2 2 +03+2 2+03+2 2+03+2 2 +03 +2 4 1 +02 +1 3 2+03+2 1 +03+1 1 +02 +1 1+02 +1 3 3 3 1+03+1 1 +03+1 1+03+1 3 3 3 3 1+03+1 3 1+02 +1 2 1+(2 +1 2 1 +02+1 3 1+02 +1 3 1+C3+1 3 1 +02+1 3 1 +03 +1 3 1+03 +1 3 1 +03 +1 3 1 +02+1 3 1+03+1 3 1 +03 +1 4 1+02 +1 3 1 +03+1 3 1+03+1 4 1 +02+1 1+03+1 1+02+1 3 1+04+1 3 2 2+02 +2 2 1 +02+1 3 1 +02+1 3 2+03+2 3 1+03+1 3 1+42 +1 3 2+03+2 3 1 +03+1 4 1 +02 +1 3 2+03+2 3 1 +03+1 4 1+03 +1 3 2+04+2 4 1 +03+1 4 1 +03+1 3 2+04+2 4 2+02 +2 3 1+02 +1 2 2+02 +2 3 2 +02 +2 4 1+02+1 3 2+03+2 3 3 2+03+2 4 2+03+2 4 4 1 +02 +1 1+02 +1 3 2 +03+2 3 3 2 +03+2 4 4 1 +03+1 3 2+04+2 4 2+03+2 4 1 +03+1 3 2+04 +2 4 ltlebbet 4 1 +03+1 3 2+04 +2 3 2+02 +2 2 2+02+2 4 2 +03+2 3 2 +432 +2 4 1 +03+1 3 2 +434 +2 4 3 2 +432 +2 2 2+(3 +2 3 4 2+02 +2 3 2+03+2 4 2+03+2 4 2+02 +2 3 2+03+2 4 4 2+02 +2 3 2+03+2 4 2 +03+2 4 2+02 +2 3 2+03+2 4 2+03+2 3 2+04 +2 4 2+03+2 4 2 +03+2 3 2+04 +2 4+.. 4 4 1 +03+1 3 2 +04+2 4 2 +03+2 6 2+03+2 3 2+04 +2 4 4 1 +03+1 3 2+04 +2 4 2+04+2 8 D ADDED 10 CAP 1080TEMPERED. 480PTN01E IMAM O TABLEOTOE;a ELECT YALUE8 DUE TOAI CAP. ACM MOE' ANCHORAGE FOR a/4T,HEADaSOLCLUMER8 8123/06 I 2+03+2 4 2+04+2 NOTES: 1. ANCHOR TYPES: 1.1/4° ELCO TAPCONS 2 -114° ELCO 884 CRETE -FLEX 3 -012 STEEL SCREWS (08) 2. GLASS TYPES: A. 6116° LAMI • (1E°A,.090,14 'A) B. 818" LAMI- (1/8"4„080,1/8°148) C. 8118° LAMI -(1Ai' HS,.020,1/8" HS) D. 7118° LAMI • 0118° A,200, 3/18"A) E. 718° LAMI - (3/16"A,.080, 3/18° HS) F. 71W LAMI • (318° HS,.080, WW HS) 6.1318° IAN 10.18° OR 3/18° A (�MvIN•.), 6118° 0 R3A3° SPACE, 818° LAMI - (1/8"A,.OW,1A3°A) 14.13/18° LAMI 1G -1/8" OR 3/18° A (M1N.), 6118" OR 3/8° SPACE, 818° LAN - (1A3"A,.080,1/8° HS) L 1318° LAM 10 • 118' OR 6116" A (MIN.), 6118" OR 3A•SPACE, MP LAN - (1E" HS,.090,1/8* HS) J. 1316" LAMI 13 -1/8° OR 316° A (MIN.), 316° OR 1/4° SPACE, 716° LAMI • (3/16'A,.080, 316°A) K. 13118° LAMS 10 -1/8° OR 318' A ( MIN.), 3/W OR 1/4° SPACE, 718" LAMI - (6118°A,.080, 3/16° HS) L 1318° LAM I0 -1/8" OR 3/16° A (MIN.), 3116" OR 1/4° SPACE, 718" LAMI • (3118° HS„080, 3/10" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX. FROM CORNERS. JAMBS: 8" MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY: A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- I. SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. CHCR QUANTITY PER JAMB EJ� AD ND SILL ANCHOR QUANmIES A CLUSTER OF (3)ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. Q.C. ANCHOR SPACING) --� 1",-3* MIN. 9° REF. T- WO. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9° REF. F- 8 3/44" MAX. .X �� -+¢I I..-�9 TYP 3' MIN MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 1010 TECHNOLOGY DRIVE �Pp. 1020 FL84214 T iR9fb(y Baum ANCHORAGE S PA C 1 N O OX A N D XO WINDOWS ALUAM HORIZONTAL ROLLER WINDOW, IMPACT Num I NTs( 0 of 11 I &4127 -10 10 MIN. 3 1 314° MIN. E.D. TYP. 2x WOOD BUCK, A K81 CONCRETE NOTE 3 ■ • . •: r NOTE lx WOOD BUCK, NOTE 3 114° MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO 1318° TAPCONB EMBEDED 13/8° MN. OR 1/4" 884 CRETE -FLEX EMBEDED 1314" MN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314°. FLATHEAD ANCHORS MUST BE 812 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 812 STEEL SCREWS (G8) OR 1/4" SW CRETE -FLEX WITH 812 TRIMFIT HEAD, 1 14° MAX. —+ SHIM WOOD ANCHOR, NOTE 2 13/8° MIN. 3 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT OAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER INSTALLATION TO YHE SUBSTRATE OF WOOD sums TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083•T8 AND A MINIMUM OF VIZ THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 812 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 11/4° MN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.81181 CMU) OR PER NOTE 1 .• • (3.4 ME CONCRETE) 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 •u, Pt, 1314" �1 INTERIOR MIN. E.D'(HEAD & SILL DETAI.SA,B,C,D, &H) INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS 114" • i NOTE 1 j,� 1314" MN • MN. 3A KSI,J 1 E.D. TYP. CONCRETE DETAIL C 2x WOOD NOTE 3 DETAIL D . TYPICAL FLANGE FRAME SILL SECTIONS nsa worm AR. WW1 0 NO 0PIAMIC THIS SHEET P.R. oxen rtnsuawn PX 4/988 � 4 7 Q P.R. swim 1 3 / 1 8 0 8 8 REVISE EDGE t T., d8HHT. REFERENCES 8 SEE NAIUNG DETAIL H (HEAD) MUM .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 8° O.C. TYPICAL DETAILS G. H & I. 1070 UMW= OMB NO(DM .FL8858 P.O. BOX I NiXONOI, 8.84274 DETAIL 0 (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aditollbbet HMO I KON 111 a 11 1 4187.10 I D • Robed L. C19ek. P.E ' PE 018712 • COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eovinera/ PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M,L APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact - Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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: Large and Small Missile Impact Resistant 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 NO no change in the appl': TERMINATION o in the materials, use, an of any product, for sales, to comply with any section ADVERTISEMENT: The NOA followed by the expiration date displayed, then it shall be done m after a renewal application has been filed and there has been ely affecting the performance of this product. e expiration date or if there has been a revision or change uct or process. Misuse of this NOA as an endorsement shall automatically terminate this NOA. Failure e cause for termination and removal of NOA. r preceded by the words Miami -Dade County, Florida, and displayed in advertising literature. If any portion of the NOA is entirety. INSPECTION: A copy of this entire NOA shall be provided to the distributors and shall be available for inspection at the job site at th This NOA revises NOA # 10- 0819.05 and consists of this pa document mentioned above. The submitted documentation was reviewed by Man (Luz! -1•L4-11171-170 ArPROVE..i by the manufacturer or its est of the Building Official. vidence page E-1, as well as approval NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, 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, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E-1), dated 02/28 -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 PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and - .I ;1. g, on 05/26/16. 4 : � Perez, P.E. Product k , , 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACTOR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS ADDITIONAL EXAMPLES OF MULL CONRGURATIO$S: --I LBF;11 I- 7— S F ' 1 SINGLE MULLION SINGLE MULLION SEE COXRESFONOING DETAILS FROM FIGURE IABOVE. ORAL N . 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAI. APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEIM TESTED AS'FREE.FLOATINt3° AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP. 3) THE ANCHORAGE METHODS MOWN HAVE BEEN DIGNED TO RESIST THE WINDLOADS DESIGN PRESSURE. MULLIONS CALCULATED TO ES DEFLECT NO MORE THAN U THE 1/3 STRESS t2 6V ®SE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY S THE RESPONSIBILITY OF OT1EStS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANODE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETAB.E(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAU. BE COATED CR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. bISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL444R E.CO ULTRACON/AGGREGATOR NOA`S ANSI/AFBPA NDS FOR WOOD CONSTRUCTION; ADMMALUMINUM DEM MANUAL 8) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH TIE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PET-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. GENERAL NOTE8..1 1 MULLTOM WOOD................. 2 MULL TO 1X 6 MASONRY...,..-- 2 INSTALLATION NOTES. ........ a MULL TO Y 8 MULL TO STEEL MULL TO(NdJ1J..... ,....,.. 8 ANCHORSPEOS. _ ....,... 3 ALTERNATATE 4 BAY MULL RISTALIATION..........4 I X 2X.128 MULL BPE08.—...3 1 X 2X 878 MULL BPEOS.......- 1 X 218 X AM MULL SPE08..,.....7 1 X a78X .B MUU.8PE03...««B 1X3.128 X.600MULLSPEiS-0 1 X4X.1S MULL B 8......10 1 X 4X 876 MULL BPECO3......11 128 X 3.188 X .286 MULL 8PECS..12 2X4X.S3 MULL SPT ,...,..13 2 X 0 X.M MALL SPace.........14 1.26 X 2.11 X.126 MULL SPECS— 10 30'X8. BAY MULL SPECS......18 46' X 826 BAY MULL .....1T KILLION &OUP DIMENSIONS...,. 1840 EXAMPLES1 68.„....._.,.....,..21 LOADING X22 ItildaYMEM 1) DETERMINE THE DESIGN PRESSURE RF.Q UIR_EMEN1' O.Batit+l FOR TIE OPENING USING THE ASCE4 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IP THE WIND LOADING IS 'RECTANGULAR' CR'TRIAN . 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIPTPI FROM TABLES 1A THROUGH 13A, ON SHEETS 8 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WROTH OR HEIGHT (DEPENDING IF THE MULLION IS SPAISI G VERTICALLY OR HORIZONTALLY). THE figage OBTAINED SHALL MEET OR EXCEED THE DESIGN REQUIREMENT E.88IFT'O FOR THE OPENING OBTAINED IN TET EP 1). SAME PR�ASABANUMd FROM THIS VALUE REPRESENTS � WINDL� T TRANSFERRED TO THE SUBSTRATE BY THE CO M PET T OA T�FY MULLION CAPACITY. 5) FROM THE ANCHOR CAPACITY 5981 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHORft3UBSTRATEUANCHOR -CLIP PATiEU N MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE T 5fl OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGU BBURE REQUIREUIB4T FOR THE OPENING, U MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAP REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL �IULUON CAPACITI(IL�IFT'i OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FEMESTRAT WN PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. I i I I I d� I PRODUCT REVISED as � BIldththeRadde Accepunco No .• :._�r ```,`�T�11I if t ryYNN §� +A.,. �CITHee ' * : ND. 88TDB MIN27I •..: m ;..' co aoti08IU ' S8E3TABLes � ,e,ae ANCHORS DETAIL A: �► AI B: MULLION TO 2X WOOD BUCK MULLION ATTACHED X OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) 888 SHIM TM FORK= LOCATORS SOW WOOD SCREM MAX FOR -� EXTERIOR TYP. ANCHOR 883 SUMMATE, ,YR.ANOHOR 838 TABLES 134118 -- AIC ATTACHMENT BY OTHERS, SEE NOM 1, SHOP 1. VISA 'NCI SEE TABLES FBgPIT VIEW SIDE VIEW N��• 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.O, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEX HEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ELCO UL RACON OR APPLICATIONS 1n 48.8. AGGREGATOR MASONRY ANCHORS. MAN-DADE COUNTY APPROVED TYP. ANCHOR PER SUESTRRIS• SR SEE TAMAR 18.408 11 e SIDE VIEW( EXTERIOR ENS o MASONRY P55 ANCHORS TYP.ANCHOR 03 SES T MDH 2.7 IB OCNmithh DR Cis) FRONT VIEW I I PRODUCT� gRBVt4Efl es 'rh ,aBro1da AaCNo _, o sv� • 413440.8../ 's7<<xs %r,[� •!fie GEN3g' ``� *% * i No. 58705 A. LYkN M -Lerc, P.E. FL P.E.# 38705 1) MAYBE INSTALLED IN `TEE" OR °CROSS° INTERSECTIONS. 2) MAYBE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 8) SEE U-CLIP DRAWINGS, SHEETS 18.20 FOR CORRESPONDING MULLION. DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) MINH" WE CONCRETE OR MU FRONT VIEW �888TABLES MIN ST KW COTS CR MU 16408 S DE VIEW INBTALLATiON NOTBB: 1) ANCHOR EMBEDMENT TO BABE MATER/A. SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAYBE PA NH EAD, HEXHBAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 8. 8) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MMA I-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° 8.8. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) TOP VIEW E!FEt 411 1a H1H STEEL SCREWS, �DU BE EXTERIOR FRONT VIEW SEE SHEETS IMO FOR HOLE LOCATIONS EWE 888 TABLE 16180 DETAIL D; MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. AWIROR SUBSTRATE, SEE TABLES 1D -188 SIDE VIEW FRONT VIEW tb EXTERIOR FOR MIK STWSTIES ERTHAN RIGA APE) WITH THE PLEUB.DIN6 ACOODE � MUST USED. USE WOOD ANOHEASPECS MEL 1) FOR 2X WOOD - BACKED STEEL 811.05, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MUU.WN TABLES, SHEETS 8.17, FOR QUANTITY OF SCREWS. SIDE VIEW a D ▪ TAME SE TABLES 1618E I PRODUCT REVISED 61ePTodds AancL No Oat `1TL111�� It IOR NAY MULL VIDE VIEW SHOWN 'ARM 1°x4x.1ar MILLION TOP VIEW NOTES FOR INSTALLATION OPTIO S F 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 123° X 2.11° X .123' MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18E0 FOR HOLE LOCATIONS. 3) THE 2X8 CUP IS NOT SUITABLE FOR THIS APPLICATION. NOTES FOR INSTALLATgV OPTION O 8 H 1) USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. � T IL SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR HOLE 3) DETAIL H: SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR HOLE LOCATIONS. TABLE IA 1422423 A140.'2011 Guinan I 4240 4848 50.02015 8490 8001 8848 8090 7298 7890 7881 139019321434 132811448. Loam WW1* 4848 Reotan24E 112241122. WOW 7D RinNon Cow Ey Table MOM Open OtaV 681Qm vertlaSpepsmIna nuEais)orCpeetn9H44114 (for t aU ennk ) 9N48• 0048 10048 Res2990340 790119019. Loadina 1.190082 448449410/w 7119811982 Login Londlna 12010 18048 1.14224 WoOro Redraw* 79013004. Lo393141 WNW I if 1119 740 619 680 264 408 512 I 11 834 I 218 824 912 I 1160 764 242 I 11 769 889 I if g 408 1010 W.0 521 I 994 I f I if 319 82.1 818 I if I If 4001302834 mgolians 10300 *atm I if 869 408 104.0 018 468 400 I 11 Redrew* Twmtsog. Loodho 14 Ro3189012r 7901111819 LaW100 WW2 I I If a I} I If 11 I if 184,0 013 860 448 104.0 819 060 403 104.0 SIR 247 768 W9 284 889 281 819 823 480 812 201 48.7 848 468 810 312 982 248 41.5 812 84.8 244 37.5 312 84.0 244 31.2 812 81.0 294 229 312 81,0 214 20,4 81.0 244 481 469 247 102 489 224 880 281 811 272 83.6 281 *4 014 281 48.0 219 28.0 201 49.8 210 230 231 415 210 210 201 460 298 200 41.2 170 820 200 864 180 27.4 247 EN 448 81.0 100 100 24.0 200 419 188 882 2N 80.4 194 209 247 884 183 21.0 207 .48.1 183 1 168 347 861 103 18A 247 861 163 061 29 180 219 400 47.1 280 209 107 R0.0 200 489 148 2868 2222 882 148 27.8 102 267 181 268 149 267 181 24.8 440 *4 181 218 10.0 161 91.7 143 80.8 148 24.0 448 28.8 148 168 48.1 10.9 139 260 261 148 160 448 21.0 184 116 160 189 41.0 118 168 178 117 108 141 148 10.8 118 18.2 104 TABLE 18 Anchor Cap Patens PM law 194•88 218o A +gem =12 6408 11111/111/^'r ^^ 111.iEi`ciMILMIllELTAIAWEAN tyi11111,7�2 IMAM 1 MEANR.,i 8/-7-771-F � IELZ- I7E.LT_ELE:11 _4,L_7C____ P7ELI7tZ7_ 4,7 4434018, - 1.18' 1448.0 • / = 1-11 C. IIIEL Z M MUM �s>• KLIMI simTr " 7_LEI +[ I 4,",Z" "r-7rZ0 IJ.:Z=111 11 7ti "'L'8IE .i7E M:� 7t:__:__ L:7C 'r` 0, i1Lr7 ETr" T:, 1948' ar t $Mn AIM __.Z� _ 1111111,-11111111ZMIIIIZI111•11WIIIIELEINE2111111L0111111EMI s 1. NW 0.011.1p iatj Q.7GT7 najai 48210$ UMELcT7 7Q7E ' M•Eami 1T!61 7RE N 1i NUM MIZ 710NE:7 1111=11111 MUNI INI77•E_:7CZ7 NOTE FOR TIE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUR 0 ru.NE • FIGURE 4: FIE • ANGLE CUP MUST BE USED IN PARS. FIGURE 8: FIGURE Si 0 • • ANCHOR CAPACITY ADJUSTMENT ADJUSTMEIT FORMULA; gym) X (ANCHOR CAP.,®,e =ANCHOR CAP.. MULLION CAP.,..,r. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (PROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS PROM THE ANCHOR CAPACITY TABLE. MUM 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS I3 ALLOWABLE. 9) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1320. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AO 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO NOM C-a0. WOOD SHALL tE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.35. ALUMINUM SHALL BE 0083.T8 AND BE A MINIMUM OF .123' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12r THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2. -.1 1.000° �- .128' 1 °X2'X.128°MULLION TABLE 2A 9x 2x .378 Akan, Tuba MAW I 1 4,19 460 bomb In 84 In In 9301 3019 7219 780 7819 Na 9319 80 19 Rulaneof Imam I 47019 121.6 103.7 084 8219 639 489 300 804 239 134 189 8019 eutetfedar WOG OpeMa9 Width (*MI 700 80 Wan CapaaG7 Table Mee' xGy41penni gU m Suns) or Dwane H,M(1o7 hmaam80tlyapamdng nnM9mre) a 80 19 103 19 120a if 488 400 431 488 040 202 192 144 127 I 170.0 1040 li I I I 11 �1 410 161.3 101.4 600 504 1709 1102 470 410 168.7 Otte ME I 170.0 0747 } 608 I 113.8 740 5197 I I 1899 9320 eao 1015 079 807 The Lenora I 1i +869 646 14019 18019 11 114.8 089 540 870 888 030 NA 450 719 619 400 940 00.0 809 371 588 870 74.1 465 019 400 90.6 73,7 322 04.8 83.4 400 009 *9 380 310 879 47.5 458 400 819 54.0 817 ME 3ff� 818 I 939 eo.6 802 I OSBA 807 540 817 695 I I I 73.7 10.7 862 ON 166.0 95.0 517 ME 04.0 43.4 I6 eel eo7 I +669 940 517 age I 80.7 800 802 807 +5419 803 ett 81.8 4.7 450 *4 380 4662 488 400 82.3 314 346 400 80.0 809 853 318 07,0 809 468 400 640 81.5 808 813 52.4 28.7 453 39.0 064 400 81.0 013 874 499 579 52.0 20.0 10.0 15.6 233 44.8 -4 4919 246 804 81.2 254 824 809 824 43.11 31.1 420 4 2 03.0 024 40.8' 283 202 324 80.8 199 024 411.5 9819 380 100 177 180 120 110 309 00.0 259 239 154 288 2194 22 182 144 444 225 82.2 101 279 176 2191 156 161 1E 43.0 241 224 23? 804 67.1 008 224 4x4 294 339 290 1019 284 280 166 204 304 230 334 047 219 242 208 87.8 2U 1.6.4 23.0 193 *0 241 158 170 182 83.0 216 109 17.7 288 226 202 1e2 34.1 148.0 219 147 210 180 107 150 484 211.0 17.0 167 208 228 ME 192 319 23A 10.7 15.1 213 244 182 140 153 189 167 14.2 288 525 182 38.0 212 199 388 250 210 147 SS 07.7 205 14.0 300 27.7 22.1 114 163 180 183 153 10.0 126 Its 225 202 183 309 167 152 177 180 182 tag 10.0 10.1 2 4190 140 1629 14.4 173 168 150 119 ea 4a 428 > 142 19.8 159 149 268 170 160 180 TABLE 28 A:JO:C2VPOW= A1mho7C:.• ..• , TebM u.. Stile FJoe Unman 174'gem mama 0157 OM Ma= V4'Eke Uaama 974'88I203 100 Ase243042 Wawa 1111.1 �■��■e ■mN ©mMEM MME �^"Z, i l r;x7r r r7 11 r7 a[1r7�1 T75I.71 7. 0 7:..i7r2L7C.717E123111aLLUII ..i i 7MEi...- -- 13114L7 [7r- T 44rr xat77 - ('".T.:7czTTC:T7iaDollE.iM I C77S,1,S.:' MICAS EWGNt '7t.U7i 7 "T 7 7I''3% 7IL E111 1[ Lei C:131C ilailL r i i waux 7P1P P4P I* !! Ei a 122128 4 Maas II Akin. 1 Maa 7 150'10 11.11=11ME7r - ^r:Ils wir rnr.- :3 ?,mL.T 1 1111,.1NE!NUMI 140 tbo 111E3111111KAMINIlall MUM ILrial C= 1t31_____ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP 019 On Ms 1: 0 0 FIGURE Si • FIGURE 4: r: • ANGLE CUP MUST BE USED IN PAIRS. FIGURE l FIGURE Si 0 • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.m)X /ANCHOR•CAP.*...1 ANCHOR CAP... ``MULLION CAP.. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTE : 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON WADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1020. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOU.OW AND GROUT-FILLED CONCRETE BLOCK NIT (CMU) SHALL CONFORM TO ASTM Cam. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OP 0.68. ALUMINUM SHALL BE 6083-T8 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 8 SCREW THREADS BEYOND THE MATERIAL. 1.000' )-- 1'X2'X.31WMILLION 110 14 N x I j TABLE 3A 1x2J'6x .376 AWm. Tube Mu Won I 481 48 10 481 8010 0312 6801 791 7046 781 001 681 18812 1111 1881 In 801 Rattogula L WAN T I` 351 Reobnnviat 130211511 MGM& 1.0403 Mu!Son Capacity Tebb ( ) Opening Width ( V88Itt08 1rwOlo58)aOpeningHHAbt MIIgX088) 701 601 I 0010 1081 120 N L LTA R T �n+ra . Warm Lading 43441111 Lw�m 14010 L 1704 170.0 170.0 170.0 141.1 121.9 9010 111.8 09.4 449 414 84.4 949 99.3 174 II 020 700 747 I` 170.0 170.0 170.0 I g 11 1700 004 170.0 744 860 I 170.0 I 11 I I li I 11 0 it la 170.0 170.0 882 1704 830 1710 1700 088 1183 818 170.0 1118 1704 521 170.0 1260 I 11 1305219510 801011108 Loadleg L I II I ReoNnsulr 14 13111303. Lo a I 1700 821 148.7 1301 170.0 187.6 1801 I I Mom Laney TL0 I 170.0 111.8 1700 683 170.0 1710 081 107.0 1889 1700 448.9 170.0 481 181.0 1188 170.0 ql 188.0 1188 1710 088 110.8 1189 170.0 97.8 1180 170,0 680 334 1139 1710 IMO 797 788 088 510 458 433 897 987 SW 910 184 1710 1614 1904 1194 918 725 WA 431 814 467 917 17A 010 181. 4700 481 1849 007 104.7 884 750 1110 1092 887 1710 1095 185.5 170.0 117.4 1088 1740 679 1032 1710 788 009 1088 170.0 760 714 1032 170.0 755 625 117.0 735 130A 011 100.0 118.0 899 812 788 740 1410 907 145.0 714 919 001 141.1 710 040 1410 788 69.1 140.0 709 616 607 140.0 709 570 101.0 886 1114 87.0 866 839 847 909 688 1019 00.1 600 714 884 633 740 788 80.1 678 88.8 914 074 514 780 814 674 461 735 884 992 911 811 717 0.0 601 689 07.7 848 634 881 885 785 628 604 966 719 121 415 603 764 621 58.1 806 75.0 621 440 630 57.8 610 455 710 51.7 484 8112 618 404 60 002 490 61.0 807 77.1 488 548 71.5 480 630 607 a4 481 441 e07 479 879 887 637 474 331 607 027 414 488 84.1 660 019 60'2 410 414 610 694 413 40.0 810 88.0 NM 84.0 810 48.9 482 810 44.4 399 610 441 881 990 532 044 25.7 902 488 847 487 887 80.8 014 900 210 488 881 430 219 24.8 17.0 405 847 9® 48.8 91A 98.0 104 194 140 218 19.1 109 215 16.0 484 186 488 48.0 488 44.7 678 050 98.8 478 431 114 316 884 19.1 458 486 897 248 44.0 40.0 027 209 379 906 471 249 567 811 204 17.2 460 438 027 41.6 88.1 00.7 19.5 358 881 908 928 995 174 144 433 SZI 887 37.7 04.4 21.0 10.9 804 844 488 21.8 919 144 489 485 510 324 847 102 588 941 488 21.7 211 448 455 817 829 888 840 884 188 TABLE 3B Archer Dip Palo= 4Anohms • 1 : 811. t 840Ne1) �2. fir" 'r. T "1[. f.w7'.'v- ►r rr edg60wanas 8M8° Eke 441120, 114° 0049 LSwwn 89 _:... 118° else &w ad= Ian= 1214' 881800 ©MmtiiE r tLi7SGMEi E 111:r Bm WELAI Will t' <S..i �1•Mal ��i isis7 MUM i 7101 .174 7E:1247K. 7IEL.L7• 1 1C I1 35 mauk,: a :Tiei::L7Natal scam" mall t.. II L��i:7s.:'p � 331W1111 . 11 :131111 7R L7i :758TT 35 111G2M111 1K:L17 L7 �7i�'P•7 s ^.Ti'ts'�:ii7 �!?: rat •c:;7->•�:,:,c- ��.r�r��:: -.-�� 7 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP MgMtl UMW I I ''4:176::]7 1 188 Ma *20" CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21, 0 CURE 3: • • FIGURE 4: • • 'MUM 2: • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE & FIGURE & • ANCHOR CAPACITY ADJ 1T FORMULA: ANCHOR CAP X DI ) m ANCHOR CAP.,. MULLION CAP.„„„„,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REGUIREMENT FOR THE OPENING, WHEN 7718 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. MU M& 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IN ALi.OWABLE. 3) MULLION AND MULLION CLIPS SHD7IN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1840. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUESTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YE.LOW SOUTHERN PINE H AN 03 OF 0.53. ALUMINUM SHALL BE 806348 AND BE A MINIMUM OF .12/1 THICK STEEL STUDS TO BEEAA MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STS TO BE AT LEAST . 128' THICK AND AS& ALL ANCHOR INTO METAL SHALL EXTEND AT LEAST 3 SCREW TO READS BEYOND THE MATERIAL.. -1 1.000' 1° X 276° X 478° MULLION I gi 1 I I PRODUCT RIMED as sontplying I withthoFlerMo AcrepttamoNo 1 ter., a�l1.74' /n �J •' 1 jCENSS ' • 4 * : N0.88705 V6.... Sr '• A. LWM Md1ER, P.E. FL PLEA 8871E Mellor CM Prams Anoka i.tre mu. a NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP TABLE 4A 122.752 160 Num. Tube Mnmon 8010 Wohnetign Ta0701m18 Waft WW2 400* 1482222/4 92121.23/2 Loading 1.0$1132 70 MIAMI W1pa01<y Table (Jba ) t tktgWWI{ f�ut# 606lbmeerNtymu�o6e) mOpeningHeight (forbo1boN9t76paMngmugml3) 8 OD In 9016 1133Mgptisr 113121310g. Rummeller Tam Matint242 7'm Tha* Laggra Loading Wang Marc 10010 12061 1401n Lading musts Reuengdar Warm Lamm Lamm Recteng0.2 Menem. Lostlirta WW2 WW2 Loniting I �I I I a 421n 170.0 620 170.0 498 170,0 744 I 170.0 478 I 1710 I I II a I I �I I I 11 I �I 1710 I II fi I II I It I II I 170.0 809 1710 002 170.0 019 170.0 1110 1710 631 170.0 1240 170.0 821 1485 170.0 188.7 1620 170.0 521 18&8 122 170.0 48 In 1710 708 1710 624 170.0 1710 084 1700 170.0 080 1910 1133 170.0 tat 1708 1278 877 1710 1417 170.0 880 141.7 1417 170.0 141.0 1417 1710 880 1008 1417 170.0 WOO 10 8901 170.0 747 170.0 r� 170.0 606 170.0 631 1710 1046 170.0 804 1700 1106 170.0 778 1828 1180 170.0 747 1248 170.0 721 181.0 170.0 7110 1048 1200 170.0 700 011 1366 170.0 170.0 701 170.0 8061 1900 1760 701- 170.0 10.0 1710 170.0 1118 170.0 704 1067 1180 1780 803 1868 1180 1710 1210 1180 1710 1008 1130 178.0 881 861 1180 1710 786 1100 170.0 148,8 018 *720 781 1'218 010 1442 747 1020 948 1218 780 07.0 1280 728 67.0 018 1180 712 015 114A no 216 016 114.4 710 84.0 718 114.4 68 in 6010 161.0 030 161.0 710 128.6 1800 604 1218 880 1882 001 00.0 680 1122 870 54.4 830 1016 682 710 660 08.4 030 94.6 06$ 048 630 06.1 549 47A M 1821 161 140.0 600 110.0 707 1110 620 72In 101.7 10118 64.8 01.0 7810 7810 666 671 496 72.1 MO 1068 624 702 08.1 814 714 767 W1 800 860 767 04,2 800 210 70.0 47.2 707 780 691 41.3 22 00.1 898 898 72.2 58.5 w WS 614 60.9 648 846 424 898 678 80.8 602 497 31.8 630 ®A 64.1 871 808 471 210 871 88.8 484 484 871 61.7 408 W0 870 47.0 451 80:8 871 4611 447 27.0 571 010 662 824 474 867 644 708 448 $71 644 621 468 008 842 55.7 440 446 664 61.0 442 410 842 472 407 302 669 42.9 28,0 848 402 426 480 40.1 0001 211 407 00.7 881 48.4 407 484 MO 078 407 8.0 049 00.6 362 647 010 407 311 208 0.77 072 834 21.7 211 097 18.0 407 24,1 188 4W In 420 388 44.1 320 30.6 Bee 778 314 824 887 270 £15 238 304 462 858 28.1 212 MO 24.0 408 17.0 21.0 16.3 306 191 2784 10801 80.1 409 W8 248 25.1 283 219 261 21.0 283 228 207 188 10.9 24 117 283 18.0 10.1 12 410' 11110 27.0 437 263 244 48.1 207 288 248 110 237 208 248 17,8 287 108 12010 220 428 10.8 166 203 10.7 200 168 231 1 114 087 166 206 TABLE 4B 010 024 02822 8629 (85) emu 0319 FIGURE 1. 0 0 FUOME 3: • FIGURE 4: 181 IGURE IP • • ANGLE CLIP MUST BE USED W PAIRS. FIGURE 8: FIGURE S: 0 • • CIRCLED VALUES ARE USED IN THE EXAPAPLE ON SHEET 21. ANCHOR CAPACITY ADJUST/MT PORMULAt MULLION CAP.. USE THIS FORMULA TO OBTAIN TM °ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FR= THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY SE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIMIS ON USING THE TABLES AND EMT 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALIONABLE. 9) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALI. MULLION CLIPS MAY BE FACTOFtY IVIACHINFID AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECROATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (MU) SHAU. CONFORM TO A2RVI 040. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8033-T5 AM) BE A MINOAN OF .12r THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04fr THICK (18 GAUGE). STRUClURAL STEEL TO BE AT LEAST .1ar THXX AND 438. ALL ANCHORS INTO METAL SHAU. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL gi PRODUCT RE185121 es mauelyine with Mg 2britle IMIldrag Code Mover= No VANee 04A....-.4110,01,1 ifeq FL RES 58705 TABLE 6A 1'*a.148°a MO" Alum Tuba Mull I 42 In 481n (5 6441 45(5 89(5 CB In 79 on 78 In 7040 9001 ee 1n 100(5 111 01 1201n . TABLE 513 a(5 Netenoruka 1.29298 Lad= w(5 RenteINEE Ia100 10800 tn Cebu* Table flblat) Opening WM gor :: ...:.. .:..: :..: IorCpenlni H9l bt (for horbmitetteperuble mullions) 70 In 45(5 WM repleus 7i6Wmena Loam Lad= taaa7 m taemlm t 120(5 J 170.0 '1740 1701 17.0 170.0 170.0 180.0 128.6 1081 101.0 66.0 842 881 85.1 747 IQQ IC 170.0 1710 1704 488 644 666 I 170.0 1703 170.0 Ii 744 I I 170.0 170.0 f if I I la I 1740 110.0 1710 *8 1740 684 170.0 K2 170.0 1381 170.0 885 1048 1700 1710 010 170.0 084 1740 1138 11135 1740 1700 548 1710 601 1700 704 1740 II 1118 I 1740 641 I uses lone= I 1710 I Lonena 140 In IQQ d I 1740 1710 58 170.0 I 1174/0 821 180(5 taeen0 Leeare I 1614 I if 1882 104 1276 470.0 877 170.0 1700 060 187.7 1345 1740 747 aw 1740 612 486 890 1710 1740 701 748 1700 1760 158.6 1860 170.0 1045 170.0 601 m 170.0 1881 1116 1180 1700 784 0718 1740 1367 1470 1188 170.0 00.6 648 1811 1421 1740 887 1740 1468 1494 170.0 768 141.7 1877 1406 170.0 990 1=1 107' 170.0 786 1211 1407 1140 1740 480 1142 1877 1740 789 1=5 1449 1401 1740 1248 1451 170.0 881 '100.8 1451 1740 881 1401 170.0 1040 086 1700 849 107.0 1048 168.6 1867 OM 1218 1188 1565 017 111.0 1106 14.7 010 020 1180 1418 003 70.0 1165 1440 009 69.4 1186 144.6 088 170.0 60 721 064 814 1610 1141 820 107.0 01.0 KG 1618 114.9 887 110.1 eta 808 101.1 785 470 1144 1010 068 1048 141.7 686 121.4 848 1015 776 028 1049 1820 980 112.0 785 139.4 1049 767 00.8 1040 030 110.8 e18 690 749 060 1048 118.6 067 810 746 860 82.1 1100 817 701 070 750 661 866 893 012 8130 71.4 809 83.9 649 842 007 785 549 53.6 608 722 454 803 49.5 45.1 689 867 ere 1664 07.9 042 e84 0.4 72.2 714 721 746 625 80.7 721 761 045 721 664 802 45.5 721 844 810 721 610 564 611 121 861 485 84.8 814 675 445 470 684 640 w6 861 064 70.4 807 811 984 640 80.8 884 560 661 42.1 884 84.1 041 80.1 884 61.8 598 31.0 884 455 452 45.7 482 462 47.0 814 41.1 514 44.8 493 885 405 497 8'2.0 814 87.8 421 27.4 514 960 412 48.8 814 551 51.0 81.7 567 ffia 800 $17 367 972 40.0 880 805 452 864 554 90.1 482 825 878 97.1 452 80.9 070 225 482 285 886 144 452 450 242 450 20.0 614 868 18.0 482 SIB 618 848 072 80.1 601 210 867 365 984 944 012 295 235 205 808 91.1 807 927 509 140. 45.9 298 110 18.6 112 .11.0 18.0 97.7 239 217 195 289 20.8 215 889 23.1 452 108 455 248 17.5 110 234 145 485 10.8 278 12.8 388 145 273 11.0 838 175 289 161 072 111 105 130 969 14.9 240 11.0 988 125 240 10 289 11.4 296 17 258 Anchor Ctp Patens Amber Ce Table ) HO SW 1112 emcee) eueueste Peet= 0.4 250 019'19129 11111...Z211U MUM Mall Man 11111L=1111Ul• 1•=1111 MUM ILaM gem= {13 tic eel • ea 880189 tuA a= 25 420 Ns NOTE: FOR THE OFFSET CUP, USE TM SAME ANCHOR PATTERN AND ANCHOR yawn AS THE STANDARD CUP. TOE • FIGURE t FIGURE 4: 101 FIGURE 0. • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE th FIGURE 8: 0 ANCHOR CAPACHY ADJUSTMENT FORMULA: MULLION CAP... USE THIS FORMA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TAME) OP THE saw= MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAL'ITY TABLE. iffiatiEDI 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS'S ALLOWN3LE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMEOIONS, SEE SHEETS 18-20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-RUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRE8SUREIREATED YELLOW SOUTHERN PINE WEN AN SG OF 0.85. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM CP .12IP THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .1211* THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Amdtor Mono Par Moo Woom 144" Moo Lam= $14 Goo Etc Goo air Moo Moocal Or lano Wawa Azaleas Macon CHU tb° 88 Goo I -I '•;;E 11::1311 -ILL-1111ILUMR.U.D11 .1E1101 ..:2.111111E1,31 -1L.LOILIIIILMII MIL/L.7 4 Anoka 15 0.0. 1ST Mk, 0.42 11.1113 1110 Ibs Mio 1480 19/3 434 441 1M8 Oa 13M 11 s be 4 Avoca Op tie 0.4 I lbs 700 11b PMA PUA MA NIA 'I NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP 410 AMA eu Sala sew MG 84909 448) MOO Mew Bo Wu 8408$ KEZI TABLE GA 1842.116 Alum. Tab* MuMom I 421e ' 4014 8018 221211009 1120111901 Web 10100 I if 170.0 175.0 708 I 11 170.6 170.0 I 6844 7147116740. Laa00 201549 �f 019l116n C6pacity Tibia (baIR') 0110140 W1414 03r witicebtePa rang means) wOP0401@ fps t aGGG on6) 7001 00 In 0011 100 I0 11.0202410 1144/1111/0 13•218 111840 I II I I� 624 1700 170.0 744 600 170.0 170.0 478 884 1700 1704 '1 7 lading I 12014 0.018 100 10 I 7187184702. lei 1e7dna I �a 11020090 1 000 I Ia 11 I Ia 11 2010/gular 24011102. wee 5mu70 I Ia I da Lases 124044009 1100129/0. I !1 I 170.0 1700 810 170.0 1116 1700 821 170.0 1240 1704 621 1700 1488 1700 881 146.8 1489 1700 fa 82, 00122019/ 1404/0104. loodbe Waft 60.528 41 am 6868 6801 8814 7218 7014 7801 689 170.0 747 1700 008 170.0 828 170.0 631 1700 822 170.0 630 170.0 1188 1700 881 970.0 1276 en 10.3 1805 170.0 000 1808 1803 170.0 111.7 180 170.0 170.0 170.0 1917 170.0 610 170.0 066 170.0 881 1700 1648 1110 9700 1740 084 104.4 1170 1700 788 1811 170.0 747 1410 1235 170.0 768 117.1 1470 170.0 970 1044 1230 1701 1807 1040 1474 704 1168 170.0 800 181.2 1188 1700 82? 116.6 1158 1700 1020 1168 1700 081 802 1168 170.0 1701 MO 170.0 746 161.2 902 1700 188.8 707 816 1400 1044 151.1 144.4 884 1211 1012 1689 016 111.2 1042 168.8 001 1000 1042 1842 781 004 1012 1211 712 71.8 1012 1201 1414 1840 111.6 10.8 0.8 047 190.0 780 187.8 047 148.0 708 1141 000 1688 740 1104 802 1810 782 1006 882 121.4 968 00.7 002 114.6 788 760 1024 748 840 Ma 1880 744 744 048 142.7 0132 612 121.8 722 07.0 647 1040 768 1024 947 1179 782 810 047 1027 7% 449 041 1022 721 826 047 06.1 713 601 847 04.0 711 782 1027 086 813 752 1028 0.6 840 768 840 840 004 800 700 840 88.7 878 840 689 075 68.6 840 740 668 480 648 908 422 79.4 724 111.4 634 124 94.0 01 70.8 742 820 840 722 7M 80.0 620 742 094 401 700 69,0 018 48.1 762 028 412 784 00 18.1 848 71.0 40 849 474 724 009 80.8 734 74.4 888 604 124 841 681 83A 724 MA 883 444 724 57.8 673 88.8 704 848 724 SOS 001 16601 111 b 1201$ WA .403 57.1 WA 478 661 421 470 478 607 447 410 417 848 610 49.8 843 47.1 488 661 848 48.8 482 848 843 808 448 294 843 849 488 20.8 812 821 877 41.1 641 877 841 00 400 498 492 412 808 478 88.6 408 810 428 84.6 400 25.7 478 30 240 475 28.1 866 20.8 478 380 242 90 401 03 260 577 01 282 877 200 00 424 24.0 081 411 377 420 817 184 877 100 810 14.4 877 01.0 318 414 387 870 813 808 20.0 220 001 106 887 66.1 301 18.4 867 17.4 14411 11.0 944 210 848 68.1 274 21.0 21.7 870 146 8M 142 148 006 171 212 17.2 166 TABLE EB 482 Ms 80146 tr... be FIGURE I: 41 0 FIGURE a II FIGURE a • • • • FIGURE a ANGLE CLIP (FIGURES tea) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • FIGURE 0: • • FIGURE 7: FIGURE (I• ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS U2WER THAN THE MULLION CAPACITY (FROM THE TABLE) OF TIM SELECTED MULLION. rr WEL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) 91ULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSION% !WE MEETS IMO. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAM UNUSED HOLES. HOLES MAY BE DRiLum) W THE FIELD FOLLOWING DIVENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: coNcRETE emu CONFORM TO AO 201 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 006342 AND BE A MINIMUM OF .121r THICK. STEEL STUDS TO BE A MINIMUM GRADE 39 AND .oar THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THCK AND MI ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL as Itli tta TABLE 7A 1x 4x.97P A$8* Tuba 4210 4019 60.67819 6401 8010 8501 0019 72 19 7610 70m 0010 gem 18919' 11119 12019 14401 00 Ina Width (for $8uMon Cap806y TOR (titer Reatansular 60011140. 1.4106 01516 I 11 1700 170.0 1700 170.0 1100 110.0 1700 170.0 170.0 189.1 161/ 69.1 829 879 46.6 294 I 9001 15406u86 7660102, Wang 0806 I if f= 7001 Restaroular t 7$WI 0100 08075 I 11 I !f 8001 1000005 1061111067 16007 Loadts I 11 I mx9Qalm)or Opening H9fpht (for m1C010) 0019 106260110 7017100, Larbig 16010 10001 120 m 18919 1110/11881 1006 LWOW wonders" Loots Lasko 0660 loultag g 620 789 747 797 868 5.0 074 1063 1123 1124 544 743 478 330 170.0 1700 170.0 170.0 1700 170.0 170.0 170.0 1700 1704 111.8 if 435 624 170.0 1700 744 880 1700 170.0 478 804 170.0 101.0 888 089 170.0 170.0 650 1700 1700 0902 1138 11 170.0 810 it It it I 11 I It la f1 I if I if 170.0 1118 1700 841 1700 1260 1700 821 1700 1488 1700 641 I It it 1700 521 1083 683 1700 888 170.0 031 1700 1048 170.0 884 170.0 1195 170.0 881 1700 1278 170.0 597 $700 1417 170.0 170.0 1100 1706 1700 612 960 170.0 1700 1118 170.0 754 170.0 1270 1700 743 170.0 1340 1700 747 170.0 1494 1100 708 1700 1793 170.0 769 1800 pad 701 170,0 1083 170.0 759 170.0 1240 170.0 078 1700 1417 1700 170.0 805 1610 1434 1700 881 1700 1594 880 159.0 1709 110.0 861 197.1 014 170.0 1804 1700 090 745 769 170.0 1700 1110 1189 1700 170.0 003 170.0 1700 1099 170.0 170.0 940 1002 170.0 100.0 1480 1472 170.0 1700 1010 109.7 1842 170.0 1078 1868 141.0 1619 170.0 1033 1090 1619 170.0 103 111.0 1519 1042 170.0 1120 117.6 180 1880 1188 100.7 072 097 170.0 1480 1278 1184 1700 189,4 1909 1013 1506 1012 1820 1681 1101 182.0 1809 1009 4428 1412 100.8 1146 1286 1472 1548 1189 107.1 1472 1470 1108 et a 1472 1104 1100 1800 094 110.2 1184 140.9 1114.7 1082 117.3 1800 127.6 1089 189.0 1 1150 1949 83.0 1310 117.0 1091 764 112.0 1320 1012 947 138,4 1120 147.0 088 1180 1124 108.8 $05.6 1124 078 63.7 1184 113.3 964 09.8 1104 197.8 749 1184 97.0 038 84.1 759 001 844 049 780 77.2 844 60.1 720 879 844 1109 531 020 1124 185.6 018 03.0 1124 060 600 629 1124 894 800 69.3 1124 Ott 1124 01.5 89.0 663 74.2 742 771 63.e 712 87.2 641 897 788 594 712 821 844 80.8 709 84.0 844 81.4 400 844 841 076 844 844 47.7 89.1 699 601 44.7 48.0 613 391 742 me 821 420 742 541 022 44.6 742 09.0 014 57.1 742 45.0 690 WA 63.8 48.4 20.7 590 404 055 498 41.2 429 487 00.0 009 41.4 805 84.0 866 37.3 409 31.0 962 482 27.1 20.8 481 24.7 458 895 89,6 475 $0.0 426 026 68 33.7 409 tae 4$ $50 209 480 98.0 84.2 4$ 20.8 828 31.0 487 24.0 508 27.1 467 448 220 a72 20.4 601 18.9 930 190 207 414 989 476 20.9 400 tae 476 24.5 *0 475 21.1 895 14.8 OS 17.2 108 17.0 >M TABLE 7B Amin:CIO Patna SPIV Woo Waal WC Etao Ultamon Table OW) Ile 88 Dm IVW Mao NW Moo tenon WEIN Ultreaon 581 11e 88 Moo Artstwas 1.18740i 0.0. ifikulded (10 (519. 100 tbs ea limas 1028 WA OW Rs 2840 lie 703 Ita WA 1480 MO 1140 OM 832 16 moo moths 80 Ds 700 Ms 703 Oss aso Ins WA Ole WA Ow lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP 8821119 116 1 r, FIGURE 1: FIGURE 0: FIGURE k FIGURE & • FIGURE & • ANGLE CUP (FIGURES 58(1) MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE 7: FIGURE Et Ill • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP %MULLION CAP.." USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRE17 =RESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MUUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPITIMS FROM THE ANCHOR CAPACITY TABLE TBEFaignit I) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MUU. LENGTHS 4/41DOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUU.K1N CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRLLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEE7S 18-213. 4) SUSSTRATES: CONCRETE MAU. CONFOIM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS12,1 C-00. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF OM. ALUMINUM MAU. BE 8883-T8 AND BE A MTNIMUM OF .128° TI4ICK. ME. STUDS TO SE A MINIMUM GRADE 39 AND .0415° THICK (18 GAUGE). STRUCTURAL STEM. TO BEAT LEAST .128' THICK MD A311. ALL ANCHORS INTO mETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEY= THE MATERIAL. ri PRODUCT RBYLSBD as attarbit0 with the Adis BaildiboCodo Asseposes No No. 88708 TABLE SA 1.28°a 3.188° ater Alum Tabs MoO 4213 480. 51808 In am 8013 0808 0814 72 In 70In VS In 0848 00 61 1081n 111 In 120 In raotaammm loading I Ii 170.0 770.0 170.0 1704 170.0 11 187.1 1817 100.4 101.2 840 544 811 25.1 708 747 757 888 080 987 804 808 816 408 308 it 170.0 170.0 170.0 170.0 �I 428 Reoudla door Loading I 11 170.0 744 Landing I if 470.0 475 R Loading I 11 170.0 Mouton Calumny Table Operas Width gOrSerdaark4851014 MEWS) 87 °Pining M far Iro 0141000) 701n BON 00 61 10001 170.0 Lo-ding L-Bdin1 �QQ ii 170.0 woe I 11 71084848& I 11 ResoubT 11 Ii 1100050 I 122 In 14013 2 to Rtummuaar ii Ii '00. 1.063539 11 it 18871110.0. Loading I 11 0848 170.0 880 1704 634 170.0 522 170.0 Ong 170.0 610 170.0 1118 170.0 170.0 1248 170.0 401 170.0 1440 170.0 401• 170.0 1735 170.0 Loading I 11 151.8 11 Logang if 03 170,0 840 170.0 831 1048 170.0 170.0 170.0 1183 170.0 881 170.0 1078 170.0 677 170.0 1417 174.0 880 164.8 1548 1810 880 167.7 1848 170.0 118,1 1648 170.0 1108 170.0 708 170.0 1348 170.0 747 407.0 1488 170.0 768 170.0 812 751 170.0 170.0 053 1083 110,0 1704 801 787 168.0 1110 1168 140.0 1704 784 878 170.0 188.0 1115 1700 803 103.1 1378 170.0 637 148.8 1898 176.0 808 1518 1878 ,1740 119.3 170.0 758 104.4 170.0 961 1878 170.0 881 01.7 27e 170.0 1700 1064 114.4 1048 88.0 48,8 320 08.8 08,3 745 180.1 1081 170.0 880 187.2 1081 1559 4107 120.1 11773 187.4 000 1031 142.0 123.8 1158 160.0 010 1174 1100 140.0 912 92.7 1189 1444 906 704 1198 144.8 006 018 144,8 744 898 108.8 087 161.3 508 110.4 081 164.0 700 548 108.7 1051 182.8 587 311 1031 108.7 808 18.1 1051 1115 522 86.8 1401 110.1 01 10.0 1074 004 115,2 584 014 604 1014 871 104.4 014 987 1014 on 224 057 1184 53.6 in 1018 980 se 057 100.0 180 40.7 067 08.0 743 000 800 eta 722 07.2 018 721 318 084 804 01.4 880 714 834 at1 050 844 874 718 048 69.8 800 728 *0 in 1104 520 806 722 70.7 090 906 700 70.8 84.7 782 66.8 580 844 888 00.8 728 896 487 60.0 413 015 46$ 874 47.1 440 337 47.1 08.8 616 488 764 611 41.0 41.2 816 44.7 434 854 818 40.8 422 416.0 515 87.4 408 274 818 317 418 26.8 816 315 407 08.6 810 404 in 860 329 818 272 330 08.4 677 441 836 446 716 588 613 84.8 80.8 808 30.1 863 404 788 53.6 00 311 782 1917 500 804 722 880 546 843 080. 888 61.4 887 614 891 312 03.9 386 444 084 sas 802 408 660 370 672 441 66.4 374 924 400 084 858 458 24.3 808 17.0 306 20.3 338 855 28.2 500 212 w 22.7 354 19.1 358 868 350 140 338 18.0 60.1 08.1 338 08.1 187 320 038 242 196 252 110.4 828 20,0 17.0 933 111 165 144 In 16.1 221 118 133 TABLE 813 232 220 250 110 466 11.4 200 182 Anchor Clip Platens 4 Mears 1.1 4 Anchors Anther Caput/ Table (lbs) NW Hine 7 18P 8152 Unman 3/.4•111130 49UImr1 1K° Else 720.000/1 VOW ®o0 Agsnestor 8116° Ex Mom? 0360 Taw 1!4° 80 f6ao A930309110 241050 010113581 130W05) 01280844 8a1rtl1307 6101111.__ 8128044 8020(80) 1'^"1 •LQ2 MEM MINI lltuM1 241r IN'i 3•10P' 1111 MILAN EMI" MIZE Mil t...>i Ill a em6103eas! .. r TTSirE1Q`7t`.. IMK:1!7t";1 "7riEt�7 w. s isi=.siiMd".MiKu7® c.' ml tom. we �7�1 °.. � �+T7i7"7i7t,1L7t ... -6i :.. mac' T ��i14°7i7 ,:_... 11 04° Neu 1858 lba 862 lbs 111:11:11 11...C2111 -1E-2-71 '111.:13111111. I maw "771;17E/1 MIME 927 40 822 Sr.1:311•021:1111EZEll 37003 11:=71 282 Us MILIall MUM Elaal on* 114710 11171 NM NM WA WA WO NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 4: • • • FIGURE 5: FIGURE 8: • • ANCHOR CAPACITY ALIITSTMENT FORMUlAt %MULLION CAR.. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE ERECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/CR OPENING WIDTHS OS ALLOWABLE. 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DINEI4SIONS, SEE SHEETS 18-20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONT AIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18E0. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.85. ALUMINUM SHAU. SE 008345 AND BE A MINIMUM OF .125° THICX. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125* THICK AND AK ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 72M X 3.18S X .285* MULLION 011! PRODUCT REVISBD coraplyial) with Iho Florida Building Cob Autuollo 'et 4f4 FL PEI 56705 TABLE 9A 224225 Alum. Tube 58ag10n I 4210 49 10 0007610 5410 5010 531* 58 7210 7810 79 10 90 10 0610 108 In 11110 120 In 14410 5010 Roatengular Losolna 0010 000!09105 1,09801 Tw01I0s0. 100479 70 Maglon Capeoby Table ) �nM9 wrd08y n deg nn�one)otOpen7ng Ket�At(for MONO 10 0010 9010 10 T Ladino 12505 14010 180 In LoWleg Loading Useleg 7010100. Wang Recamoular 1,20•8 II 170.0 170A 170.0 11 TABLE OB 1700 170.0 1700 170.0 170.0 170.0 170.0 147.4 103.5 084 704 43.7 708 747 797 550 170.0 190.0 a iI I I I II n I 405 644 1700 1700 744 170.0 1704 478 584 170.0 1700 060 892 170.0 1702 800 830 I II 170.0 I 892 1M0 519 I Ia !IQQ Ia I Ia Ia I Ia 170.0 170.0 1118 170.0 521 170.0 1200 1700 521 1705 1489 074 1088 1122 1151 1825 175 170.0 170.0 170.0 1700 170.0 170.0 1702 170.0 899 1700 631 1702 1046 110.0 170.0 1188 1105 851 1700 1276 170.0 1702 1417 170.0 890 170.0 1700 Leading 880 Lawang I Lowilm Loasag 1700 521 170.0 1700 170.0 1704 812 701 170A 588 170.0 831 1700 1150 170.0 704 170.0 1255 773 170.0 170.0 747 170.0 1054 1700 760 1702 170.0 788 170.0 170.0 170.0 1005 170.0 797 170.0 1240 1702 078 170.0 1417 170.0 1704 944 170.8 1434 1700 017 170.0 1804 170.0 1700 1915 1702 761 170.0 170.0 748 170.0 1116 1702 1700 1002 170.0 940 1700 1488 170.0 1054 170.0 005 1704 1771 170,0 1033 1702 2105 1063 1700 IOW INS 1053 150 170.0 170.0 1189 170.0 000 1700 1360 1700 1080 170.0 1005 1700 1015 170.0 107'3 1702 1018 1700 170.0 1122 1700 2901 170.0 1189 1807 1171 1089 1700 1498 170.0 1129 1700 1700 1088 1702 1789 1700 1255 170.0 1948 1704 1210 1700 2258 170.0 1250 151.0 170.0 170.0 170.0 907 087 170.0 170.0 1848 170.0 170.0 1080 1704 1700 1700 1794 170.0 1905 170.0 1513 1704 1816 1704 2123 1700 1887 148.8 2134 170.0 1489 124.0 2104 1881 110.0 1118 176.0 1011 1700 1850 170.0 •• 1700 185.1 1550 170.0 1421 148.6 1980 170.0 1 125.8 1050 191.0 1848 1511 IRO 1831 1144 1441 1555 1800 1210 121.8 1258 1182 1198 1114 1888 121.3 1880 182.7 1051 1700 1474 137.4 1081 1501 1500 114.5 1001 1473 1476 60.2 137.5 161.8 1098 122.9 175 177.8 1070 103.0 1528 111.2 1051 98.0 1176 004 1898 1102 1182 98.5 1258 101.6 1147 74.5 1258 09.8 1122 68.0 1108 m 919 1030 WA 98.8 611 983 071 59.0 892 74.0 071 77.2 319 632 715 79.0 02.0 919 788 01.0 052 819 708 88.1 880 810 780 109 85.0 808 858 04.7 472 794 00,0 010 05.7 784 47.7 019 81.8 774 807 019 44.0 798 34.1 742 442 804 804 840 37.0 488 3145 840 012 421 27.5 780 1011 01.0 1228 50.8 115 73.7 1225 80.4 1010 1226 72.2 003 80.7 62.1 76.4 WO 837 87.6 971 81.8 612 071 682 43.1 071 482 708 07.0 071 071 40.4 600 412 788 44.4 107 37.7 402 858 812 758 04.0 663 27.0 456 24.0 889 25.8 470 212 609 292 474 182 848 19.8 454 152 445 Anchor Clp Paton 40280 , Anchor WO 811 ego earL Qs 2122019 kW 151 44s• 808 / Udo Nan 8 Mahn 1. 11164 WO tlIttason 1/4° Slap Maws IWO 011 WS? Mca Mom 1W Wee 121:00 5,510. Woo We SS Mu WWWalar MO Steel 012 Wed 012 Wed 1308036) Serw Me emu (05) KEA WEAN WEAN EMIR MINI 1111111 MANI BMA IMAM III= Al WO lb' 1820 Hs Mall MIMI" MIME IWAIII IMIII Wall IMMIll Mill MIZINI 11111Z301 NUM ELM NEM MUM I...kal Its 420 LW FIGURE 1: FIGURE 6: FIGURE FIGURE 3: FIGURE It FIGURE 7: FIGURE 11: FIGURE fk FIGURE 10: FIGURE 4: • • • ANGLE CUP (FIGURES 5158) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED Pi THE EXAMPLE ON MEET O. ANCHOR CAPAORY ADJUSTMENT FORMULA: ANCHOR CAP. MULUON U8E THIS FORMULA TO OBTAB4 THE 'ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT Will YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BERVEEN MULL LENGTHS AMOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO WALE. FOR EXACT DIMENSIONS, SEE SHEETS 1840. ALL. IdULLION MIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-RUE) CONCRETE BLOCK UNIT (CMU) SHALL CoNpoFtm TO ASTM C-80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF OA. ALUMINUM SHALL BE 800348 AND BE A MINIMUM OF . lay THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . THICK AND A38. AU. ANCHORS 6410 METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATER/AL. Ole PRODUCT REVISED as gtomplypi whb the Robb BARG mu * EROS TABLE 10A 2389.28 Alum. Tube Ian 4214 4886 00.132016 040 $03 831n Mu Ban OOp80fl7T•ble Width 019 018014 4303144140 lialold ( maws) sow BO1n 70 0 7463119683 1 12 069 100.09 Lo4020 10300 I 170.0 TWO T it OW � 11 I If If h 170.0 703 1700 744 it 17001 470 170.0 it I 170.0 I 801n 900 1010 12201 140 21 10001 718711120 49612190 194011100 93200191 Tea 0209912 10090 12322022 TO 1 LmbOro 100018 Imam 10004 1000640 12099 1009 10009 10320 144019 10000 1760 id t Lad I I I I I 010 170.0 6110 1760 631 1760 1240 1700 021 1760 140 170.0 713 747 1760 024 170.0 170.0 880 170.0 860 613 1700 I 864 1 1700 801 1760 002 1040 1760 1760 130 1760 1180 am 1760 1108 1700 170.0 881 1700 700 170.0 1275 1043 170.0 170.0 027 170.0 1417 747 170,0 floc 1760 707 1700 008 1710 819 1700 701 170.0 OS 170.0 601 1960 1101 170.0 754 1700 1275 1700 803 1760 1484 1760 802 170.0 1063 1760 707 1760 1240 170.0 070 170.0 4417 170.0 014 170.0 1504 170.0 000 1760 170.0 080 1700 740 1760 1118 1760 080 170.0 170.0 170.0 1408 1018 170.0 1073 1700 1073 170.0 1700 074 170.0 780 1760 1109 170.0 003 1700 1884 170.0 1002 1780 1400 170.0 1080 1760 1763 1760 1168 1760 BON 13H 180 In 111 In 170.0 1700 170.0 1003 870 170.0 1X!0 1760 1009 170.0 1480 170.0 1170 1700 170.0 100 1700 1913 1760 1315 170.0 1122 1181 1700 097 170.0 170.0 007 170.0 1540 1381 170.0 1080 170.0 170.0 1118 170.0 1670 1611 1760 1700 1200 1260 1700 1700 1704 1842 170.0 170.0 1322 1760 188 1/0.0 4040 2272 1760 170.0 1421 1700 1474 070.0 170.0 170.0 1700 170.0 1820 1417 1033 1760 1144 1760 1760 1633 1700 12034 1760 1771 170.0 14401 08.1 1634 1288 •.TABLE 106 1234 1700 1004 1700 1808 1760 1889 10.0 148 1760 2222 1780 1003 1760 1760 1703 170.0 1710 1700 1760 1408 1700 1913 1700 1404 ' 1160 108 170.0 108 170.0 9148 1710 1410 104.3 1884 106.1 1434 1760 1088 1700 1022 1760 9221 1700 1704 1760 968 170.0 1062 1760 1700 013 170.0 1100 1404 170.0 700 .1760 1761 1804 1700 850 1700 1010 1771 100 1089 '. 170.0 2108 1699 1700 1141 170.0 9231 1940 170.0 4210 170.0 2940 21X1 1760 •1887 ', 1760 30 2249 1160 1605 1760 2202 2802 4160 1834 1760 0 4693 1700 1910 1700 8138 093 1760 2263 100.0 808 170.0 021 1760 1700 170.0 000 100 1613 1760 170.0 1760 170.0 1760 1760 1760 170.0 170.0 170.0 740 1760 881 170.0 1009 1780 1180 1760 1970 1760 1400 1760 1848 170.0 1700 170.0 2122 '.. 189.0 2280 102.1 1760 021 1760 103 170.0 800 2122 170.0 78 2201 1760 401 2470 170.2 WM 2002 1760 1171 4797 1760 1280 1760 0707• 170.0 170.0 1700 1700 1700 4070 170.0 180 1 170.0 0140 1760 1004 170.0 8227 170.0 1777 170.0 8413 1760 4220 120.5 8198 1060 2470 1240 9891 26 2833 Xfl0 8117 9490 888 3413 310 1760 891 170.0 Oft 1760 740 170.0 170.0 1700 170.0 1760 170.0 17071 170.0 1 81 1647 1760 2231 190.0 1810 170.0 MO 170.0 12278.180.0 4701 170.0 2271 140.3 1700 1700 2223 170.0 1032 1700 481 1740 9100 181.5 218 3*2 428 1618 1600 ', 154.4 228 180 101 1611 9202 1414 1004 1211 082 127.2 1136. 1011 108 00.4 184 019 1407 789 1604 00.7 1000 8.5 1604 720 1873 026 2781 1818 2963 149.6 2.781 4632 140.4 2210 118.8 2237 4402 1141 1015 ', 53.1 0282 184 617 168 821 1684 140.4 1914 B&6 600 4281 1010 2083 182 1330 07.0 0.2 44.7 4781 1489 1*0 2832 1111 2158 5463 610 1086 184 409 148 07 1314 01.0 811 4781 118.0 2 1213 220 814 1884 44.4 081 1000 1171 1228 1842 1105 1700 9601 2190 908 109 AnchorCAp P696m6 ...a. Tubb n.. 171 v.h 17: �3LE3 4.86' 800. 02061 .. 1 w• • a t 0632 ] 01 7: 4AMOp4 1.04•M16,0.6/ 101018°2120. tom-,. 57 BA,nlm, ::_164° Mtn C.6 7 F ... (8o 10 Num.473. Min E; MEMO t viu AiammiiErrrc_ ©E MANE /iEr.7fEra� Big.:tif E 111C1M1 INEIMiLMili iE i ___ ___ _____ i1_ roro 7 i..Ii t ..1X1617.1E i::T7E L7 171.. - 1111L.L7ili 317 . IWINE3L1. 11 7IEZL7 022 fu7NFt.IJmMIZL78Z3Er1:7 BEZEB 7Q7a7 1 140001 �7 X602 Q ELM .i '% 1634220 M=HE=7) ELL7fia7 I.7[ L7 18068.2 LUMKa 1t,. T'� IwiC1:7m Gti T7 Nizzimazi=mipgzs 020202 11= 3 ai K=3 - i., es Eua.7s �.1 "' D T . 0.z 1• s- r1 -tr: =: r. WA 112 N1.0 WA 0621 108082 m - WA ��:>■t,:�IEL7�L7ECLi�7f A�E.'L7 30112 ■La.'s Z7L 7 163.202 1 IE _0 21aal _I 1C:Z7 G �L7______ ______111 1K7 t: =11 MILLEN �,.=IE7, 11 7iI L7 FIGURE 1: FIGURE 7: FIGURE 8: FIGURE 4: 1r1 • • • FIGURE 8: FIGURE 7: FIGURED: FIGURE it • • • • is • • • MOVE 11 ANGLE CUP MUST SE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA! ANCHOR CAP. (OF.•)X ( -9132 ) •ANCHOR CAP.,,,. MULLON USE THIS FCRMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TE68 E NATE88 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C430. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.10. ALUMINUM SHALL BE 8083.18 AND BE A MINIMUM OF .128° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 040 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .128• THICK AND A3S. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. F°-- 8.000• -M i 2'X8•X.28' MULLION uott i7 a i I PRODUCT REVISED 134 comply10 afO dtoFIofMa 1100 Cog* 0AAN1`YN,' 44 * d No. SB705 �NAL �`'. A. LYNN 4IIILLER, P.E. FL P.E.# MOB TABLE 11A 1.26°2741° .126° Alum Tubs Mull 4261 4813 60.E a as 68 In 6681 88N 721n 7013 Opening Width Mx BO In 6001 7010 212X2aa& ltaomn3alu T . Loadkg Loadke L*3163 LaaOre Lm�q 10101x0 Lamp neon Capacity Table One) 4380000) o7OP41111 p H 5ht rh Iyapm0' N t7 011 In 1120/7336. 10/Mansaw Tref Ohm 110000042 2001111122 Lams Laos Lasts was 610210/ I Ii 144.8 08.8 826 eta 49.6 427 879 260 243 7591 020 TABLE 11B 403 866 618 284 179 181 101 I 167.0 10&0 01.0 74.1 881 440 Igg d I I 1204 888 816 05.5 1489 443 61.7 419 028 1020 800 403 I I Ii 190.0 864 414 98.1 60.4 184.8 411 80.1 134.1 411 Igg 72.1 It 620 I 184.1' Is 411 '50n69018) 10019 1815 10101 Reatagolar T I 80.1 688 I 134.1 II 411 20 Tom.' Reataagular '1331233. Laad6q LeaOtq Lamas I 81.0 SE 184.1 411 Id 46.1 I 134.1 411 700 71.9 61.8 403 81.4 67.2 017 63.7 403 79.1 210 488 784 814 40.8 408 718 314 34.6 406 780 314 00.8 403 70.0 814 >88 40.7 60.8 294 810 618 04.2 881 480 310 464 824 821 20.4 219 183 419 866 81.0 289 467 814 08.3 260 67.7 40.7 610 00.0 510 268 879 SE 87.7 818 41.2 *0 250 020 862 88.6 388 80.6 852 888 814 882 010 88.7 382 826 283 818 tiro 264 516 421 248 863 819 421 248 21.2 610 48.1 267 278 368 28 88.1 817 4D.6 179 182 :104 98$ 218 170 84.7 328 98.8 1St 178 217 23.2 23414 2118 81.6 *.0 203 189 217 384 04.0 884 24.1 814 186 31,4 830 908 800 3823 201 17.1 288 522 201 166 022 201 184 174 284 810 188 169 224 810 /83 18.4 294 8.6 143 180 170 424 149 17.0 175 173 904 147 110 210 178 32.1 170 10.8 18.7 146 210 227 160 10.6 210 161 190 213 I20 180 11.0 218 420 188 140 183 RSA 161 21.0 1W 174 19.0 135 '102 101 17.0 183 18.8 103 10.9 101 111 132 170 128 • Aram Patterns Ansb*r Capacity TOM (669 8.70 Causal* 843 Cans, 31185180 Wafts 1/4 Mao Ultimo Fob Armor Meal taw Mao 114°88 Woo 514 Mao MO Moll 1122613 01281a1 Woman AR0ratiaar Mason Scam 036) OSiw(86$ 82&87(66) ___2'E ENO. li:,iMiiE MNI IIMAINIEMIIIVIIMMIEMININGAIIIILMAI MUMt. 7ELME a .. :-L... : ;1c1! :.1EL:Z M7XCNO ;1 1WaI IILIME 71 •∎U BC"'L� IILAEM t, INVILZ :1 a`;auil ' Il7� ,_ ai Q7 .s, ■ INV Mao ll6am5 91461aoMum FIGURE is • • • ANGLE CLIP MUST BE USED IN PAM TABLE NOTED 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANNIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1840. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEENS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AO 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALT. CONFORM TO ASTM C430. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF M. ALUMINUM SHALL THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND .046" THICK (18 8083-T8 AND BE A MINIMUM OF .128° GAUGE). STRUCTURAL STEEL TO BE AT LEAST. 126° THICK AND A85. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THE BEYOND THE MATERIAL. NOR CAPACITY ADJUSTMENT FORMULA (DP,..) X ( ANCHOR CM'. ®'.) a ANCHOR CAP.., MULLION CAP. ®a. USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED! CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 198' X 2.11' X.128 MULLION (INTEGRAL FIN MULLION) i ��p I i i I 8 1 \1111111 /I, ` * *r No. 68TH • -�_ a IS �� ••'tUR►aa ••' Cam%• A. LYNN N, P.E. FL P.E.S 887013 TABLE 12A 325"30 DEO.AL BAY MULL 424 401 680110 8410 0010 03 4 6810 7201 7801 7810 0061 OS In 10810 111 In 1116 14401 TABLE 120 60 403!1010. 021245 0080 • I 6010 11i1 1140I+11840. L0305 1000 I I VuEon Capoo1ly Table pee) Opening Width i mules) or Oprodo• Height OK b» 50001009KGan6) 701n 6001 6661 WW2 n 126830 bar° Reeterouffir 172310109. 106600 41810 morrow peoaretor 143900 4000 R48110049 Olornono Loorno 12800 1.03880 Kodu li 170.0 170.0 1780 1780 170.0 1710 170,0 144 118.7 1188 721 864 41.7 864 884 17.0 WO 700 747 767 170.0 170.0 170.0 1780 Ii Ricwlm 10414170. 146dro Isom 50011008 TOIKI6mm. Waft L40130 122 En 14010 I f I I it I I 498 170.0 1700 744 860 1700 170.0 684 1700 170.0 80 007 1700 1780 698 17a6 170.0 KO 170.0 810 1780 1118 fl0.0 821 170.0 1218 170.0 031 I 11 da I 1700 1403 1700 031 170.0 1786 I 170,0 11 601 I II 1481 170.0 808 1780 681 170.0 1001 176.0 1780 1183 1780 661 1780 1278 1780 077 1780 1417 170.0 080 180,0 1848 170.0 160 1886 1678 170.0 114.2 170.0 170.0 260 170.0 491 1780 1116 1700 764 170.0 1180 72$ 170.0 1845 1780 74 164.2 1448 170.0 788 1619 4443 170.0 766 117.8 1448 1780 760 1110 618 WO O74 850 750 1710 1700 170.0 1474 111 701 1003 1780 107.0 1218 1780 078 140.1 1278 1700 600 180.4 1863 637 144.8 1863 170.0 680 1418 180 1780 881 1081 1 170.0 881 002 170.0 74 1710 1110 170.0 081 1682 1180 003 101.4 1218 170.0 044 1218 10.8 998 1183 1210 1818.1 070 1010 1411 013 894 1210 1481 913 78.1 789 1874 1040 1464 881 1806 104 1404 684 1148 1150 1048 153.0 1811 ON 850 1188 1180 141.0 08 108.1 1180 1012 803 874 1186 1117 671 75.1 1150 1482 WO 117.4 110 748 1088 1104 880 1014 1048 114 090 014 1018 110.0 782 101 100.4 1080 1080 818 618 00.8 780 103.4 808 88.8 700 03.3 1004 772 782 60.0 02.0 784 850 403 703 687 880 703 608 40$ 680 7•0 00 44.0 US 780 603 486 811 1188 880 780 081 781 760 889 74.8 780 860 18A 760 813 03.9 700 71.7 184 409 750 03.1 780 821 819 74,4 81.1 681 *0 491 81.6 868 *6 403 803 461 740 77.1 621 81.8 780 70.8 015 780 80.7 003 403 780 60.4 004 760 882 603 34.0 468 408 81.8 46 444 407 80.1 603 460 476 411 603 444 48 38.1 689 40.0 482 30.0 688 882 284 680 810 448 31.0 44.8 $48 301 064 260 091 61.1' 261 41 468 421 860 4888 60.1 418 17 802 409 244 488 711 400 812 284 $4 39.8 ses' ffi4 800 88,0 '974 811 804 337 12 661 214 333 210 301 27.6 408 17.4. 081 10.7 031 14.0 174 017 01 904 17.8 870 16 24.0 070 19 31 81.4 870 *.8 816 182 070 880 812 166 181 18 617 10 21.7 317 226 180 817 104 076 1110 317 17.0 078 Anoli Mahar Clp Patterns 111•11•11111=3PIEZWIlifillallE1111E1U11111KMIIIIEMIIIMINIIIIIMAIIIPIEFall V011112.11 4 ARK= Le ten. /830 .1.MI IEZIM ILU:11aZZI31 .3Z31 11G/31110..MILLIMILU.3111 100 123 TUB FIGURE 1: • FIGURE t RGUFEI 3: • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. ifingligga 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN !KULL LENGTHS ANCEOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULUON CUPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWPIG DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOU.OW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO /WM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.85. ALUMINUM SHALL BE 606(1•TS AND BE A MINIMUM OF .12If THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .043° THICK (18 GAUGE). EKRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS PITO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA USE 114IS FORMULA To OBTAIN THE °ANCHOR CAPACITY REQUIRED° CORRESPONDING TO M ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FRO111 THE TABLE) OF THE SELECTED MULLIONAT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS PROM THE ANCHOR CAPACITY TABLE. i pRoDUCTztuagmegotogesamplyinaRBVISMNowbhookale TABLE 13A 8081 Ittelamar ae:Mo ladr• 8.2610 DEG. AL BAY MULL I1 a 4048 4881 WAS In 64 8081 88 81 8581 7281 7881 78 81 0001 gem 1001n 111 In 120 01 I 6081 itainVular top1 OrO. I 11 11 I A 0 uMon Capacity TOW Wes) Opening liiR� (�rae79� m1eon8) or Opening Nalobt m rO n01�e) Min from 988rgWV ffi6ROtr10 1.6810m 604910 I I I 01n 1Ta>arAre, Loadtr• Lott) Rootertoto T 10081 1201n 140 Si a.C1at16r '0177761761. tanks Ia0489 Volvo* to:Atm 12888• Leatta sw97 84211009. Lott" Watt 1001n Ittoterodar Y ovum Waits 1701 1702 1700 170.0 170.0 170.0 1700 101.8 1074 10.1 89.7 612 47.0 441 849 144 81 703 TABLE 138 670 747 707 53 880 074 1010 008 881 170.0 170.0 1710 170.0 1100 1710 170.0 1548 148.0 43 888 1700 170.0 478 1710 1700 050 800 >71A 1701 53 081 1700 ON I 11 I I 1700 170.0? 03^170.0 1701 1010 1710 1710 17a1 1133 1710 519 170.0 1819 1702 I ti 170.0 1240 170.0 0a 11 I I I la I I 11 I 1700 1469 071 1710 1782 821 I Oa 11 004 1710 881 1710 1276 1700 1710 4417 1700 850 188.7 1687 170.0 680 1403 1887 170.0 30 1028 170.0 WO 170.0 1700 1700 001 170.0 1110 170.0 1700 784 1710 1720 1105 1276 1009 1702 170.0 720 1710 1860 1700 747 1700 1486 1710 780 147.1 1589 1700 188 1211 1700 Tai 910.4 170.0 The 701 745 709 170.0 170.0 1118 170.0 701 850 170.0 105 1240 1241 1710 08 111 808 1700 044 870.0 167 1486 1809 170.0 828 170.0 008 170.0 1217 1458 1009 1700 108.0 680 1291 004 1040 143 1508 170.0 1071 881 982 1118 815 1470 1800 170.0 881 1921 080 07.0 705 361 060 142.5 1247 13.0 808 170.0 1189 671 792 184.7 1445 1010 1700 14.0 1220 148.4 w 770 1104 08.1 1189 1010 900 1807 121.2 1071 93 1040 113 147.0 008 120.7 1104 131 03 114.0 1441 002 010 1247 1882 970 814 1247 180.7 71.8 1189 642 891 101.0 010 1010 600 114.7 870 840 1010 1910 1016 928 817 9049 0108 1100 1010 1244 040 514 807 88.6 0.8 1110 1010 119.0 008 000 749 1902 905 0.7 1010 1111 0.8 808 700 54.0 810 1010 1011 13.8 53 881 711 784 189.9 081 1125 708 005 681 06.0 798 704 001 002 749 76.8 000 40.2 738 017 908 89.8 075 908 74.7 715 411 71.2 710 425 874 089 848 72.1 806 89.1 049 894 51.7 805 118 700 881 81.0 708 651 75.4 894 840 881 841 881 484 881 3.0 678 891 805 560 89.1 489 46.7 865 614 401 42.0 643 580 611 545 410 $48 500 897 41.4 04a 47.0 840 645 41.8 619 218 068 02 611 S5 489 899 445 41.2 800 449 3.7 809 895 440 405 486 91.0 414 470 94.1 50 841 470 284 658 884 459 24.5 888 80.0 215 447 93 45.0 0BS 040 420 670 979 815 425 820 578 27.0 470 3.7 241 SV 200 882 705 449 241 877 210 , 449 227 890 17.1 449 214 561 no 331 201 83 255 248 884 08.8 967 24.0 420 242 22.1 428 240 888 114 420 20.1 850 18.8 470 100 848 821 21.8 34 22.8 017 144 354 20.5 175 03 16.7 900 185 288 17.1 980 Anchor 1120188 WSW FIGURE 1: FIGURE 2 FIGURE & • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. 880 lbs 2384 Ms 06211n 810 ts 110163 1320 12/1 41781178 1286 1680 1) SEE WW1 FOR INMAUCTIONS ON USING THE TABLES AND SHEET= FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION %%THOM 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND= OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. AU. MUUJON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS18-20 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO WM 0.80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM SHALL BE 0033-78 AND BE A MINIMUM OF .12r THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .34r Tigat (10 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12W THICK AOKI AK ALL ANCHORS INTO METAL (MAU. EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUEMMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TAME) CV THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAUFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. gl 11 PRODUCT REVISED No z* No. 6E706 FL P.E.8 68705 -1 1.000° .128• .1 1• X 2' X.128° MULLION X.SEOT1ON 375' MK. 2.380° 1 "X2'X.376°MUL ON EOM-TS ALUM X•SECTION t-.125° '�i I � '/ I i i --� 1.0thr 2.7500 1'X 2.76° X.378' MULLION 803318 ALUM *SECTION .1280 --1 .740' 6.800° CUT HERE TO .376' 3.138" ----i CREATE RCUP,8BE I r'MIN. r_heran 6 CYROTA MK ,sp O.C. 1 \ 0---r] 378 ",r MK STANDARD CLIP 8083•TO ALUM. TOPYIBW 8.500" 21.18° MIN. O.C. 0.31?' .3750 MIN. OFFSET SOOTS CUPALUM. TOPVIEw .140" 0.312' •-.128° 0053.16 ALUM. 2.1 - -11.000° �- 1° X 2.76°X.610° MUWON 130113:11 ALUM. X•S1 MK u.elp .338" 0001A'Bmat ..11E L7AW-5I15.Eit 8083.18 ALUM. LEB 3,128° 1-1.OW'►I 1" X 3.128" X.8" MULLION 6033-Te ALUM. X-8EC ION 8.000' .378° MIN. -•• 0.312° o-_ 8000` MIN. 2X8 ANGLE CLIP 808340 ALUM. TOPVIEW 3.138' 128° 1.38°X3.186'X.PB?MULLION 800340 ALUM. *SECTION Mall Dimension (sheet POT Part # Mullion Std. Clip Offset Clip U- lip Angle Clip 1° X? X.128° (8) (6806 048113M 888111814 88824314 88851114 1° X20 X. 3760 (8) 886008 8681141 8881119M 088244M 88681214 1' X2.78° X.375° (7) 88807 ' 888115M 818112014 685245M 088513M 1" X2.78° X.880° (8) 88888 888118M 888112114 88824814 8881410 1° X 3.128' X.800° (8) 88837M 608111814 0881114M 888242M 88851814 1.280 X3.160" X.288' (12) 63841M 8181117M 038111aM 88824114 MUM 1.25° X2.11° X.125" (18) 88370 NIA N/A N/A 8M151710 N07'E& 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 2.118° .125 0.800° 138° X 2.11' X.126" MULLION 6053:70 ALUM. X- BECKON .128° Dimension Value (In) For Mullion A 1.628 B 2.854 1°X2'X.128° C 0.898 Numb= D a740 Tube Mullion E .480 Min. • A 1.128 2 2.404 1 °XrX.378" C 0.830 Al u lmlm D 0.4110 The WIWI E 0.450 A 1.878 B 3.000 1 °X2.78"X C 0.757 .375 Aluminum D 1.118 TYde Mullion E .400 MM. A 1.312 B 3.880 1 °X2.75°X C 0.478 Aturniman D 0.838 Tate Mullion 5 .410 Min. A 2.000 B 2.837 1 °X3.128°X C 0.883 .800" Alum 0 1.137 Tuba Mull 5 .480 Min A 2.28 B 3.282 1.26 x3.160" C 0.602 X.285° AI6n 0 1.782 Tube Mull E .480 MU1. 1.28° X2.11 °X A 1.813 '.12r Alum Tube Mull E�4as I it L PRODUCT REVISED as complying tlreakh WM* Code Aca No • erY� 5 \\1111111 ''00 t.PNn M %. * i i40.138705 ATE _: A LYNN ! ,,P.E. FL P.E.#88705 J 4.000' "I 1.000° .378° MIN. % i i 1.18° O.C. 1128°-1_ "�,_ CRERATE H F.CUF SEE I 1 DETAO.F.8112274 2.875° 4 --' - 976° MIN. 2.2$0" heat 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED 34 THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. • O O .375° 740' {1 .128' I 2.1 .128' U•110° BM" ALUM. X- SEOTION 0.228' STANDARD CUP 808348 ALUM. TOPVIEW .376' MIN., 0912° O.C. I H 0 i O O 3.000' O� G .740' . 11-21 2) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. OFFSET CUP 600340 ALUM TOPVI?W 6083340 ALUM. TABLE D -1 I • -.128' i 2X8 ANGLE OUP MOM ALUM. X4ECTION 0.312' 0 O O =BANGLE CUP 60011-10 ALUM. TOPVIEW TABLE C Dimension Value (In) For Mullion: F 3.687 1 "X4°X.12E' 3 1.000 Aluminum H 2.80) Tube Mullion F 3.187 1 °X4 °X.378° O 0.757 Aluminum H 2.430 Albs Mu9im1 F 2.813 30° Bay Mull F 2.878 48° Bay Mull Mull Dimension (d10o16) POT Part)) Mullion Std. Clip Offset Clip U-Clip Angle Clip 1° X4° X.126° (10) 88384 666111M 661122M 686241M 815151631 1° X4° X.375" (11) 65810 68611236 6551123M 668242M 56881936 30 Degree (18) 65849 . N/A N/A N/A 6935110M 45 Degres (17) 68650 N/A NIA N/A 05851111.1 2.71" MIN. 0.0 (BAY MULLS) 3.00" MOV. O.C. (1' X 4° MULLS) 111 I I?, I MuH Dlmenslon POT part S (BhSet# Mullion Std. Clip Udltip Angle Clip 2°X4 °X.26 (13) 88302 333261M 686271M 6801111V4 2°XrX.28° (14) 63804 888202M 668272M 8655113M EM11, 1) AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN Tim FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. STANDARD CLIP 602246 ALUM. XSECLION U4CLIP 6088 -TB ALUM. X- SECTION ft I FA `-.126' 1 2XG ANGLE CLP 60IT8 ALUM. *SECTION 6.096° + -8.000° MIN. O.C. MIN. 0.0. IPX4°X.2r OALUML *SECTION • • 2.826° — STANDARD CLIP 603848 AUER TOPVIEW 8.606° .63r MIN. O.C. 2X6 ANGLE CLIP 0011348 ALUM. TOPVIEW 2°X8°X 2r MULLION 628346 ALUM. XSECTION STANDARD CUP 6083T3 ALUM. TOP VIEW 2X6 ANGLE OUP 00B*BBALUM. TOPVIEW THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +6BJO4G.0 ASP. 1) INITIALLY ASSUMING THAT Al' WIDE INILJUJON IS SUITABLE. THE MUl LOON LENGTH 18 7r AND THE OPENING WIDTH IS 82'+88+1' =sr REFERENCING SHEET 22, THB COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2114° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OP +430.01430.0 PEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1' X 2.76° X.378° MULLION ( LENGTH =77, OPENING WIDTH = 70°) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 18+148.3 PEP AND WOULD NOT BE SUITABLE FOR THISAPPUCATKML FROM TABLE 4A, SHEET 8, THE I' X 2.76° X Aso. MULLION (LENGTH • 72°, OPENING WIDTH • 70') HAS A DESIGN PRESSURE OP +1427 PEP WHIM EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLKIATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 6351.9& 2) USE TABLE 413 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)012 ANCHORS /NW THE 2X8 ANGLE CLIPS WITH (4)512 ANCHORS HAVE A CAPACITY OF 840 LB. THOUGH EITHER ONE COULD BE USED, THIS STANDARD CUP IS EASIER TO INSTALL. 8) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +140.0 PEP. THE OVERALL MULLION SYSTEM WAS DETERMINED TO B8 72.7 PEP WITH AN ANCHOR CAPACITY OF 83Q 188. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OP 80 PER (60 PSF)X (-638 LSS) • 684.0 LBS (MAY BE USED TO QUAUPY 010 STEEL SCREWS FROM TABLE 4B) 72.7 PSP LE AL SWOLE REEM. MULLION NOANI DIHEAD IN- Ea r I I MULLION LENGTH 8 OPIUM HEW FOR HOME. SEE FEMEMATION PRODUCTS APPROVAL\ c MEETS 24 MS. OSTA&A SH55T8 c 24 N OANl3JOM Ipd WUNOGN BILL 34' r- IJ.NID • J UTALV601H+y. -- „-� !8', ice. ar. HOME. MULL LENGTH GULL MOM r---- OP02110 MOTH FOR VERTICAL LEEL THE BUILDING SUBSTRATE IS KNOWN TO BE GNU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THIN WINDOW FRAME DEPTH IS 24IS°. THE OPENING REQUIRES A DESIGN PRESSURE OF +6130/46.0 PER 1) INITIALLY ASSUMING THAT 1' WIDE MULLON IS SUIT ABLE, THE MULLION LENGTH 18 37+7?+1°=106°AND THE OPENING WIDTH IS 3V+3041° =73°. REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT ISATLEAST THE WINDOW FRAME DEPTH OP NSW AND WIJ. MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +65.0/48.0 PEP. IP THE TABLE DOES NOT SHOW THE EXALT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1'X 2.72' X .378° MU . LION (LENGTH • 108°, OPENING WIDTH • BOry MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +/.15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS AP PLCATION. FROM TABLE EA, SHEET 13, THE 7X4'X250'MULLION (LENGTH-lOS', OPENING WIDTH HAS A DESIGN PRESSURE OP444.7PEWWHICH EXCEEDS THE REQU 4TS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY CF 071 LBS. BECAUSE IT 18 NOW KNOWN THAT THE MULLION WILL ADD 7 TO THE WIDTH OP THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36+38'+7'•74', NOT 73° AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73° DIMENSION (35.7J2+3S.1J7 +3°=7$°). 2) USE TABLE SS TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORME CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SLI. ARE 8' wine. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ;CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (8) 3/15' ULTRACON ANCHORS ATAN EDGE DISTANCE OF 21/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OP 071 LAS. BECAUSE THE VERTICAL MULL WILL BE A 7 X 4' X.288' MULLION. IN THIS EXAMPLE WE WIN. MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE NUJLLION LENGTH IS 38' AND THE OPENING HEIGHT' I8 32+77+7 = 106°. REFERENCING weer 22, THE COLUMN USING TRIpEZOIDALRRIri ^ AR LOADING MAY SS USED. FROM TABLE PA. SHEET 13, THE 7 X 4' X.280' MULLION (00 LENGTH • 47, OPENING HEIGHT =120') HAS A DESIGN PRESSURE OP +/-170.0 P. 191 EXCEEDS THE REQUIREMENT'S FOR THE OPENING AND MAY BE USED RN THIS APPUCATON. NOTE THE ANCHOR CAPACITY TY REQU IFIED OP 821 LIB 2) USE TABLE SB TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME TH A 'S ARE S' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X .. UPS WITH (4) 3/18° ULTRACON ANCHORS ATAN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 840 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE Is 'JIRED ANCHOR CAPACITY OP 621 LBS. 4) FOR THE WCUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OP 521 LBS. TABLE SS FOR THE U.CUD SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS. WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OP 521 LIB. THE ANCHOR TYPE 18 ACE$ STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE I8: +/44.7 PEP FROM THE VERTICAL. MULLION; +/-170.0 PEP FROM THE 35' HORIZONTAL MULLION ATTACHING TO C U: +/.170.0 PEP FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS */-84.7 PEP AND WOULD APPLY TO ALL OF THIS MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. tzt i L t� I I I PRODUCT REVISED knatem compb1t4cogvith tlROFk ldsi No Goit. �oorc.S ov ii Ib 16 MIAMt- COUNTY DEPARTMENT OF PERMW1'ING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 206 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidadcaov /aeral PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door wlwo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10 /11 /11, signed and sealed by Lynn Miller, P.B., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a perm and following statement "Miami -Dade RENEWAL of this NOA shall change in the applicable buil TERMINATION of this N materials, use, and/or manuf product, for sales, advertising or with any section of this NOA shall be ADVERTISEMENT: The NOA number p the expiration date may be displayed in adv be done in its entirety. bel with the manufacturer's name or logo, city, state and series not Control Approved ", unless otherwise noted herein. ewal application has been filed and there has been no the performance of this product. date or if there has been a revision or change in the Misuse of this NOA as an endorsement of any I automatically terminate this NOA. Failure to comply ation and removal of NOA. y the words Miami -Dade County, Florida, and followed by mg literature. If any portion of the NOA is displayed, then it shall 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 # 07- 062910 and consists this • , ; : ' 'donee pages E -1, as well as approval document mentioned above. The submitted documentation was review NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets !through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, 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 06 -21-07 and last revised on 09/25 /07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from fiile # 07- 0629.10) 3. Glazing complies with ASTME - 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "EL DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02-07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1461 \, 04 ' Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. . S•al• A . : L • u ..ra► CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM LUS (1) • 3H8° HEAT STRENGTHENED GLASS. B. CONSISTING OF (1) UTE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE M I M PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. ° A CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS 1) LiTE OF 318" HEAT STRENGTHENED GLASS . D. N.(. CONSISTING OF (1) LITE OF 3M8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEMEEPSAFE IMU PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. 2. S EE SEE TABLES I AND 2 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02 3. ...Ala I. t). - :A, j2, s r 9 'I. • AND OXXO. . THE 331/3 STRESS INCREASE . BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL - THAT COME INTO CONTACT WITH OTH ILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FRC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS S THROUGH 10. & -,Lan ��. ci_ ar_.I �; 1;� ±. 8. -1?iW j : '1 STALLA • SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. - CES: TEST REPORT FTL•8212, ELCO TEXTRON NOA: 04- 0721.01, 03-0228.08, ANSUAF&PA NDS -2008 FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM DESIGN MANUAL. 8. THIS HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE 9. ttii :l - �,..: I-! Lii Vie Mit •:1).1.:,.,1, �.!+_- _..II - • 6...•1•...; �!L.IIi. *it!! A. , • a DE : PRE FR • T 1_. 1. OR 2 TAILS. B. FULL. LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION ES, SHEET 8), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM IN. - 3/18" HEAT STRENGTHEND GLASS 3/8" LAMI NOM. GLAZING OPTION A OR B. NOTE 1 EXT. - 3M8" ANNEALED OR HEAT STRENGTHENED GLASS .090PVB INTERLAYER DUPONT BUTACITE OR S AFLEX/KEEPSAFE MAXIMUM INT. - 3/18° HEAT STRENGTHEND GLASS A88 7/18" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP INO NOTESAND GLAZING DETAILS a AAUAL FRENCH DOORS SIDEUTES, IMPACT Rialta B 7l 1?sfbly lkxx admibidrmat I !x le T d 10 re**.11b 1 IT ISIEg 9111111 GENERAL NOTES............ 1 CONFIGURATIONS 1 GLAZING DETAILS1 DESIGN PRESSURES 2 ELEVATIONS...---. 3 VERT. SECTIONS 4 HORIZ. SECTIONS8 PARTS LIST.. 8 EXTRUSIONS.. 8, 7 ANCHORAGE. 8-10 •ttlel nod . 1,"LYNN14y� /i�, `��` .%%%%100 . jcENSe' �. {t ;1 'k No. 88706 %?p a 84 FL P.E.0 68708 TABLE 1. DESIGN PRESSURES FOR ALL CONFI URATIONS ® APPROVED COP FIGURATIOMS: X XX, 0, OX, XO, OXO, XXO, OXX & O)0(O (FOR DOORS WI SIDE UTES TIE LOWER DP FOR TIE DOOR OR SIDE LITE PREVALS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LIRE CONNECTIONS GLASS TYPES A, I CORD W®TH 3 igrotri WID : 79 3/4" i HEIGHT 873rd" 913 -95 314" -710 Q YMIDTH 27 314 +78.0 78.0 +780 782 +75.0 381!8" +78.0 -75.0 +75.0 76.0 +71,4 38314" +75.0 76.0 +74.9 -74.9 +70.4 76,0 +75.0 -714 +87.8 G TY -76.0 +78.0 704 +88,8 47.8 -88.6 +84.2 +83.1 -76.0 -642 .611 D. WITH SINGLE Emu LITI3S WITH B, C OR D 138 4" +75.0 76.01 +78.0[78.0 +78.0) -76.0 +7101 .78.01 +78.0 710 TABLE 2. DN I4N P, ,S 1? g DOOR /SIDE LUTES ONLY APPROVED CONFIGURATION: OX, XO, OXO, XXO, OXX& OXXO (TFE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT I, WIDTH 9WIDTH es.79 3/4. 70 - 83 314~' 87314" 91368' 20 28112" 40 47 314" +68.8 #A +55.4 -68.4 +52.4 -62.4 +49.8 -49.8 8°- 96314" +47.4 -474 27112" 81314" +54.9 -54.9 +51.8 .81.8 +410 -49.0 +48.8 -48.6 +44.3 -44.3 2911" 55 314" +81.7 -51.7 +48.6 -48.8 +411 •48.1 +43.8 -43.8 +41.8 .41.6 2 31112" 88 69 314" 441 -49.0 +48.2 .48.2 +43.8 438+414 -41.4 +39.3 -39.3 20 33.11" 64 633/4" +43.1 - 43.1 +43.1 - 43.1 +41.8 -41.6 +392 -39.3 +37.3 •37.3 36112' 873(41" +38.1 -38.1 +38.1 46.1 +38.1 .38.1 +37.5 47.8 +36.8 76.6 30 371/2" BO 713W +34.0 SINGLE Q WIDTH SIDE UTE -34.0 +34.O •340 +34,0 -34.0 +34.0 -34.0 GLASS TYPE$ A B, C OR +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3G° LAMI (1/2" A, .080 PVB, 3/18° HS) B. 3/8° LAMI OWNS, .020 PVB, 3r18° Is) a7IWLAMI (3116'A,.080PVB,3118"H8) D. 7116' LANG (3/18° HS, .090 PVB. 3118' HS) .2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OX XO WIDTH • 73112° MAX OXO WIDTH • 10)1/2' MAX XXO/O)0( WIDTH • 107 314° MAX. INOI0 WIDTH • 1433/4' 3. SINGLE DOORS 33 818° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84118° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS 18 NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.B.F. ARE NOT APPU ABLE IN MIAMI-DADE COUNTY. 8. EXAMPLES OP COMBINED DOOR AND SIDE UTE DESIGN ASSURES: ® EXA FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x 80' HIGH SINGLE DOOR WITH 28" SIDE UTES DESIGN PRESSURE •+87.8 /•87.6 PSF 10 314" +78.0 12364" +76.0 19" +724 -72.4 -76.0 +75.0 780 +78.0 -78.0 +75.0 -75.0 +710 -78.0 -75.0 +75.0 21314" +84.5 -64.6 27314" 3815' 363/4" +829 +35.2 -75.0 +75.0 -75.0 +78.0 -78.0 +78.0 -76.0 *616 .68.6 +81.0 41.0 -82.9 +49.9 -35.2 +35.2 +34.0 +65.0 -6.0 +67.8 -57.8 +81.9 +65.0 41.9 +89.0 -59.0 -55.0 +52.4 -514 -49.9 +472 - 472 +441 -447 35.2 +35.2 -35.2 +352 -35.2 -34.0 +428 +344 -34.0 +34,0 -42.8 -344 740 EX B FROM TABLE 1. 000(0 WITH GLASS TYPE A 88" WIDE x88° HIGH DOUBLE DOOR WITH 381/2' SIDE LITER DESIGN PRESSURE • +70.4 r 70.4 IMP EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x873/4° HIGH SINGLE DOOR WITH 28° SIDE LUTES DESIGN PRESSURE •+43.81.43.6 PSP EX. D FROM TABLE 2. MO WITH GLASS TYPE C 83 3/4° WIDE x80' HIGH DOUBLE DOOR WITH 28° SIDE UTES DESIGN PRESSURE •+43.11.43.1 PEP 8. FOR COMBINED DOOR AND SIDE UTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE A CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAL 1110M, ibi AWaligatigkrr 1/la* aver Ii 2 +10 110051 FL PM/ INNS 1l1°� MAX 314° MAX. "I"'SEE NOTE 3 39 3141_4 MAIM ° .43 314° MAX. 35 314° — • •-- -SEE NOTE 3--H+— 88 ,M�.yApX. s 1EiEj X s SEE NOTE 40X OR X0 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 71 314" MAX. r-AMA 01 P) MAX. 38314° MAX. 338/8" MAX. O (TYP.) VIONNIONION 88 14. MAX. CIYP.) 843/8° MAX. DLO rYPa J° SEE NOM 4 �DMN► 110.00 ra- OMR DLO HEIGHT m HEIGHT - 113/8° DLO WIDTH 'W in DOOR WIDTH - 1211218° DLO WIDTH C • DOOR WIDTH12 - 118M8° DLO ELT o HEIGHT -11 3/17' DLO WIDTH = WIDTH 41W X 1. ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8. 3. SIDE UTES OVERLAP X' AND WC DOORS BY 314° WHEN ASSEMBLED TO MAKE 'XO','OX',WO' XXO','OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILIIY SHEET 2). 8. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS • WIDTH • 8.848) (70C DOOR • DOOR WIDTHI2 4079) fOSITECHNOWG 87 P f521 118474 VkIb$ Baser FJG 2/22/07 ELEVATIONS ALLJ IM FRENCH DOOR & SIDE LITES, IMPACT w I Nib 19 u 10 I `""' 11003.1 l V IIIIIINil, �‘0 V //, * : No. 88108 A. LiY14i Magi, P.E. FL P.E.11 88705 MIMI PM WWI Aft vex P4 .01000 0 0001,0040100910010T 8L SECT, B-B VERTICAL 810E LRE SL VIEW G-G CORNER ASSEMBLY Noma= nos worn NO 8$417 FPIG A arm+a 8N0i14ptb 10110074WD8i0110NATOOR IRAt001 0.Y 11An TEOHNOLOGY OWE NOMA MOM ROE A.4 EXAMPLE ELEVATIONS ALUM. FRENCFI DOOR & SIDE LITES IMPACT 4 d10 I 11054 I Met `%%010LYNN41/u�'/, ` No. 887 08 '�s ?ONA4 . A. LYW(4 111111 R, ».E. FL P.E.# 58705 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E-E HORIZ,, (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY —MAX. SL WIDTH SL SECT, FP HORIZ. (SINGLE SIDE LITE) roODUCCUMIOnse, Owordoo Ream mimeo RIC Amato ern DON WNW aw. 0 a NOCOVION MINER WOWS& IHISONEZ ATZITIMELMMONOIONOIO woomooeuarmemoo tow vioeozoor wove NOON& AN= jar L$$ 74 77CA , SEC.TlON$ ALUM. FRENCH DOOR & SIDE W ES, IMPACT" FROM r7/2XI 8 s1D rs1t005.1 I Q tow of �SIONP. ■` A. LYkN i P.E. FL P.E.# 88705 rprii ;4 ;T:ifoljtriAr gip.-mrirm • T• wim. ILA LA= "-.11111111-4:7-171-1', 7-7175T1T-1' a.;i1rAill=r-C■Kii:icl 111111. WEIVi7.1":i Mir; .•I 1[Wit:■31111111 ,-1:• [...j11111111:0-i_ AN= VV1:4 67; =4 -Phi `19-4:w•liTill-d:r1;iiirl 9:11.1111 - RIF KJ UM. rLiiatall11111V,Uoroi iniaT,T3FIllarl IN) Y ETTITtY u''iM1111 Krii4,5,1-11-ar-,IEKITiliriplux 4 rruanum rx.3:417.1in ;LT.: .-1,-10-1 • LULLAI q1L, ir4 )11111 la a; ;a1j1 aratajEJ' r_rei 47:1-11Fia-N Ant 1711*-Iti 214 :111-4404:1-`, MIN .• ',ITATZTelaIMMEIMEMENI FA LOIN rf".•7 aur.31NIMEITAFFillizt: aramificiFF;Tiliiii-Ljt. ElsoiLam fiajmnipuln EA MANI ia.11111 rhiluaLimi rilicriTy■i-.74-,74f9Twur-iltzTiTrF61, • am. Lujimmi "j011u 'Limo VigT:iaallr 0 --1!7 kEammuli TUM11.11 t. '1=1;1111.Li i IMIll .-11111111 7,;mor - Lii Iii LA o,i13 xi .44 ILA Lia11111 ri-e,..-:111111111111 avjmiuviL .TLE LalLANNIFLIIMIMIf:i3.1■IcT.TQWIle•-41reryb-.7 lavil(CNTTIN Ti I iT.TIU-r.'•74T. .,,E.:11111. aLinthaaf.&MALILTZEJAMILMINIMMIIIIII ' F-L11111111 -Li-.11111111111 '11:LOLIA1111111111111111111111•11•111M1111111 ILI U..:j=11111 EA EERIE -LuzialimLLAELL.j. T'«` (k1 r5-1171RTirlj.i. ILIA ' e• L• kr, ieFRAILF, Wr ,TT tV 1CWZflV r 7-zilyl'r.:7Tror:11,11,sok ag-11' ' .-- • -wag FriZrThrr`r--114.1111111 EINEM '-t.l.ftiu:3•111111111M111.111.111M Ea PAM" rc'6.1]2jit I -4 0 4 4 3 .7.T: I f ■71:1 Et I r411.414 Et)) (6.ELANNLIrr aiatiarir • LajmiL,Vkilln r_T•i)}7./ELZYT -4 LA am= VA Irj LIAM F.:Am= 11:■Yii2X", (Kin =IT. 119 • F.,:1111111{Lall1111111111 411vii -rCe7.111FV1Iiii7P La um. alLa • ELO.....LAII'•1' 11111 ir-Mvagl Yi.Y/ 1E11 [EMI 77k4.111111111111U1 • =LLII.1111111111.1111111111111111111 =rn juji rc,,A= aramin ErilUMIE11171iMiliil..11.11■1111111111111.11 - w .750 IL31L111111 1-M11■111 "71-1111 EAI MIN kir.)Ki- zwiEmLit hir4.111111 .111e19111011 2.760 triamosvoinis Noma FL Oafil JILT UV FL 8.1294 PARTS UST ALUM FRENCH DOOR & SIDE LITER IMPACT ameba FDIttf I I 1 t —ZON —I SILL ZONE "C" HEAD HEAD t- ZONE SEE TABLE 3.. SHT. 9 11924„_,M1 ZONE "F°��i ZONE F Z EON •E°-1 0 h ZON'D'"tzo "E'1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION / A. 19"x83 314' SIDE LITES °B' AND Q ' m "E' ZONE ANCHORS FROM oR TABLE 7, SHEET 9. PLUS; l "D' ZONE "D°" T �zo ZONE ' ZONE'D �'B'� PEE TABLE L. BHT, 9 SEE_TARLE 8.. SHT. 9 E° H " t—zo 9- 1 —zDN7—f 1 t' 1—ZO E °P—I ZO — 1 -ZD▪ 'E1 HEAD i Ox CEO 1 1 oxo \ koNE- }--- ZONE'F"� °E" ET..SHT.a 't° NOTES: "D "� f— .F.� ENE-} SEE TABLE 7..SHT.S ZONS • ZONI�E°F"�ZONE"F"�`„E. SEE ABLE 7.. SHY. 9 '" . _ ._�.j B. 71 3/4 "x83 3!4" si DOOR ZONE "F" ANCHORS FMM TABLE 4, SHEET 9, EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET 9 TOTALS (4) (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 0 (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. bomb, Ja 71 7.121202E.142953ffateMatalliglIMILINIUMM 1. APPROVED ANCHOR TYPES ARE 1.114" ELCO TAPCONS 2.1/4" ELCO 884 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE gag ANCHOR LAYOUT ABOVE. Ana : 19 1/4" MAX FROM CORNERS AND 231/8° MAX O.C. JHEAD & SILL OF 8° MAX FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 748° MAX. O.C. HEAD & SILL OF SIDE : 8° MAX. FROM CORNERS AND 24 314" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. we PA RIC 'sir •,r J..t MVO! CADA. aximiamwra ADD IDDMOVORIVE ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR B, SIDEUTES.. FACT " F'S woo, saw , I NTSI 8 e 10 rob 1101 Oktt 4:4 40? "ss /ONAL %`�� A. add MLEEt . P.E. FL P.E.# 88708 n I ,/\, I 4 .tam 7 <?O(OoR2g , `\ /, "D "� f— .F.� ENE-} SEE TABLE 7..SHT.S ZONS • ZONI�E°F"�ZONE"F"�`„E. SEE ABLE 7.. SHY. 9 '" . _ ._�.j B. 71 3/4 "x83 3!4" si DOOR ZONE "F" ANCHORS FMM TABLE 4, SHEET 9, EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET 9 TOTALS (4) (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 0 (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. bomb, Ja 71 7.121202E.142953ffateMatalliglIMILINIUMM 1. APPROVED ANCHOR TYPES ARE 1.114" ELCO TAPCONS 2.1/4" ELCO 884 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE gag ANCHOR LAYOUT ABOVE. Ana : 19 1/4" MAX FROM CORNERS AND 231/8° MAX O.C. JHEAD & SILL OF 8° MAX FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 748° MAX. O.C. HEAD & SILL OF SIDE : 8° MAX. FROM CORNERS AND 24 314" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. we PA RIC 'sir •,r J..t MVO! CADA. aximiamwra ADD IDDMOVORIVE ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR B, SIDEUTES.. FACT " F'S woo, saw , I NTSI 8 e 10 rob 1101 Oktt 4:4 40? "ss /ONAL %`�� A. add MLEEt . P.E. FL P.E.# 88708 n TABLE 3. X DOORS GLASS TYPES ANCHOR 1YPE--- $ 8U981RA 2,3 W000 A.B4O.D 1,2 � TABLE 4. NA DOORS (ALSO DOOR OF SLAW WSW) ANCHOR a 8U88TRA is • &•.1 A, B. 0, 2.3. WOOD ODNO TABLE S. Q SIDE LITE e1A88 1YP58 ANCHOR Ma $ BLC81RAIE A, B, 0,D 3, WOOD MO= TABLE 8. mg &QA 01ASS 1YPE8 A,H, Q D ANCHOR ME a SUMMATE 2,3, WOOD 1,2, CONO LOADZD1168 °x°• KIM TO 37.50 25.60 it 78.78 83.75 87.: 91. ea 37.50 x 79. e& 87 91 *59x79 08. 87.78 01. 5 8 8 8 6 8 6 6 • 8 6 8 8 8 Cu 2 2 2 2 2 2 2 2 2 2 2 2 2 i X 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 2 31.80 x 79. 8a et et. 95. 33.50 x79 59.75 87.76 01. 38.50x79 It 87.75 91. 98. 37.80 x79 833.7- 87.78 e1. 9 8 8 8 e 7 8 e e 7 7 8 • • 7 7 8 2 a 2 2 2 3 3 3 3 3 3 • 3 3 3 6 3 7 7 7 3 3 3 8 8 8 8 10 8 8 8 10 10 8 8 e 10 10 8 10 10 10 3 3 3 3 3 3 a 3 e 8 3 3 • 8 8 3 5 B 8 8 3 5 8 e 8 8 8 8 8 6 8 8 MIMS 90: - 47. TO 71.' W00H x HT. 47.78 it 79. 83. 87. 91. 95. 51.78x79. It 87. 91. 0. 65.75x79. 53. 87. 59.75x79. 83. 07. 91. 95. &3.75 it 79 83. 87. 91. 87.75 it 70. 83. 87. 81 99 LOAD 8 B a 7 on .,0 4 7 114 7[n KIM an O 4 7 m 1 4 7 m 3 4 7 an []4 7BEI 04 rm ,0 4 7 [l 4 7 m �p 4 7 _m n IMO r U 8 e O 8 an n 8 • 00 n FAO 00 O e e Lan 0 6 8 MO Bum O 8 8m ©8 /0(i O 5 em .,0 8 e m O 8 8 m O 8 10 ,n 6 10 0I O 5 81X]__ O 6 OCEIQ3 05 em Q 8 10 m U e 10 00 71.78 it 79.78 ea 87. 91 3 8 3 3 8 LOAD ZONES 'x•10. TO 38. WIOtH x HT. 0 MUMS '9N - 2959 TO 37.50 LOAD WNW WP 8DE L WD1H x HE O O x a ° 10.78x78, i 4 83. 4 87.7 4 01. 4 4 1 4 1 4 1 4 1 4 4 1 10.78 x'11!.76`4 83.78 4 2 87.75 4 2 91.76 4 2 05.75 4 2 3 3 3 3 8 1278x78. 4 83. 4 2 4 2 2 4 • 87. 4 2 4 2 4 2 4 2 4 4 8 3 3 8 8 19.00 x78. - 4 63. 4 87. -. 4 01. ' 4 98. 2 4 2 2 4 a 4 2 4 4 2 2 2 a 3 a 8 8 8 21.76 x r8. + 4 83. f 4 2 4 2 2 4 2 57. 4 2 4 2 01. 5 2 4 a 59.'' 5 2 4 • 3 8 8 8 8 B 6 8 6 8 5 27.78x79 8 0,3. e 2 4 2 2 4 2 07. 5 2 4 2 8 2 4 2 8 2 4 2 38.13x79 a 8 53. 5 87. 7 91. ? 7 95. - 7 59.78x79. + 8 83. 8 87. :, 7 81 7 7 R,IC 3 4 3 3 4 a 3 4 3 a 4 3 3 4 3 3 4 3 3 4 a 3 4 8 3 4 3 3 4 3 12.76 x70.7649 63.76, 4 2 57.76, 4 2 01.75 4 2 95.75 IA 19.00 it 79.76`4 3 88.76, 4 9 87.78, 4 3 01.78 4 3 917843 21.78 x78.76,4 3 83.7599 87.76, 473 91.75,8,9 95.75 6 3 27.78 it 7976, 8 3 83.76, 8 a 87.76 91.76 6 3 98.75 8 3 38.13 x 79.78`8 4 83.786 4 87.78, 7 B 91.78\7 8 68 7 6 59.75 it 7978`6 r4 II& 84 87.78 7 8 01.78`7 8 s 59.76 7 8 Cu 4 2 42 4 2 4 2 4 2 42 4 2 42 42 4 2 42 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 42 4 2 4 3 4 9 4 9 43 49 4 3 43 4 9 4 3 4 3 4 3 4 3 4 4 TABLE 7. QXQ, moo, QXA tau SLA88TYPES A, B, 0, b ANCHOR TYPO a 8L8lOfRATB BBOBARIBB %P - 59.80 TO 37.80 %'•47.76 TO 71.78 ODE �xHf, o 10.78x78. 4 • 4 2 83.: 4 4 2 87. 4 4 2 91.76 4 4 2 08.74 8• 42 12.78x79. 4 It 4 87.7 4 91.75 4 76 4 18.00 x 79.78 4 01 .• ,.4 96.7. 4 21.78x79 4 I 03. 87. 4 4 2,3, WOOD 1,2, CONS LOADZDNE8 l. • o • 0 El El D as 0 D El El El 10 El El a U El 01 4 6 27.76x70. 59.76 87. 81.75 05. 8 8 8 • 9919x78. It 87. 01.76 59.75 8 8 7 7 7 38.76 x79 8;3. 87. 01. 09 8 • 7 7 7 42 4 2 4 2 42 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4.2 43 4 8 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 1 .3 APPROVED ANCH TYPES OR: 1. ELCO TAPCONS 2.1/4° ELOO 884 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (06) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Zia, ;;;;460'". _ /2 NICHNOLOGYORNE 1101 al PnlOxitl a ANCHOR QUANTITY LOAD ZONE TABLES ALUM FRENCH DOOR B SIDELI7ES, FACT Fa101 I NA 8 d 10 I°°4" 110064 a 1/4° MAX. SHIM WOOD ANCHOR TYPE 2OR3, NOTE 1 DOOR HEAD (WOOD) 13/8° 1/4° MAX. SHIM I MIN. WOOD ANCHOR ON STAGGED CENTERS, TYPE 2083, NOTE I 2X WOOD BUCK, NOTE 2. CONC ANCHOR ON STAG CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 DOOR y�� (oNC 1 1/4" TYPE 1 OR 2 (CMU) READ ( ) 13/8" TYPE 1(CONC) SIDE LITE HEAD (WOOD) 13/4 °TYPE 2 (CONC) 1/4° MAX SHIM 1/4" MAX SHIM 1 3/8° MIN. 2X WOOD BUCK, NOTE 2 3.4 101 MIN. CONC. 1X WOOD BUCK, NOTE 2 13/8' TYPE 1 1 3/4' TYPE 2 1/4° MAX. SHIM WOOD fin. ANCHOR TYPE 2OR3, NOTE 1 1/4° MAX. ....� SHIM DOOR JAMB (WOOD) MIN. H.D. ILN. E.D. .4.1:., 2X WOOD 34 K81 MIN. CONCH BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 Ss DOOR JAMB (CONC) SIDE UTE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR3, NOTE 1 NOTE1 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 SIDE (CONC) 1 1/4° TYPE 10R 2 (CMU) 13/8' TYPE I (CON 1314' 13/4° TYPE 2 (CONC) MIN. E.D. CONC. ANCHOR, NOTE 1 W00D ANCHOR, TYPE 2OR3, Es NOTE 1 1 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 1/4" MAX SHIM 2X WOOD ) BUCK, NOTE 2 DOOR SILL (WOOD NOTES :, 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 Mr MIN. (TYPE 1) OR 1/4" 884 CRETE -FLEX EMBEDDED 1314° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FOR WOOD INSTALLATIONS USE #12 SCREWS, GS (TYPE 3) OR ELCO 1/4° 884 CRETE -FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 11/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AB APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EMI NOTE 3 e1/4' MAX. 1.1t t,.'If.•o41.1 „ f 1 NW TYPE 1 • 02 , .1:-;14.0 13/4' TYPE 2 IA 314" L 1X WOOD BUCK, NOTE 2 114" MAX SHIM MIN. • 3.4 KSI MIN. b'•,' ," y„ CONC. F(�- 1+314- )- MIN. E.D. SIDE UTE SILL (CONC) MqV. LO. 3.4 KSI MIN CONC. t 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE UTE SILL (WOOD) 1.8 K81 MIN. OMU OR 3.41(81 MIN. CONC. " MIN. ED, 1/4" MAX SHIM 4 3/8" TYPE 1 471314' TYPE 2 P:! mss.'` .I,LYNN +� I ,', ,„ `� At; po.88705 1 a''a1PI1i °.sPoo:;& '''eS /ON�A',Ly�, LYN A. {'MILL, �. P.E. FL P.E.# 08703 MIAM COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Std, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miestidade.Sovtperai PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.1). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SOD -LMF", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10 /11 /11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SOD 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 sh a permanent label with the manufacturer's name or logo, city, state and series and following sR._ ; de County Product Control Approved ", unless otherwise noted herein. RENEWAL 'dered after a renewal application has been filed and there has been no change in the ' co , egatively affecting the performance of this product. TERMINATI materials, use, an product, for sales, with any section of this after the expiration date or if there has been a revision or change in the or process. Misuse of this NOA as an endorsement of any shall automatically terminate this NOA. Failure to comply cause for termination and removal of NOA. ADVERTISE '' 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 o ° j e uilding Official. This NOA revises NOA # 09- 0826.10 and consists o is page • j dence pages E -1, as well as approval document mentioned above. The submitted documentation was NOA No 114018.14 Expiration Data February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI ", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/1 1 /11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL -5993, FTL- 6036, FTL- 6001, FTL- 6014, FTL- 6015, FTL -6017, FTL -6023, FTL -6024, FTL- 6025, FTL- 6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29 /09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10 /07 /11, 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, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 4. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises #090826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by \ CC 1514a4 •m,,,.,, Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T n TEMPERED JO ° HEAT STRENGTHED INTERLAYER TYPES - AgE u .080 DUPONT SENTRY GLAS PLUS m .080 DUPONT BUTACITE PVB 63.7118" LAMINATED: (2) LUTES OF 3118° GLASS WITH AN .080 INTERLAYER. KR4 • T116" LAMINATED: ) UTES OF 31186 GLASS WITH AN 8QP TER. G3A- WINLAMINATED:(2)LUTESOF1/4° GLASS WITH AN .080 PV INTERLAYER. G4A- LAMINATED: (2) UfES OF 'LIZ)* I GLASS WITH AN .080 INTERLAYER GS - ° 3118° TEXT. 314" AIR SPACE + T118' LAMINATED: (2) UTE$ OF 3116" GLASS WITH AN .090 ABA INTERLAYER 138 - ° 3/18" EXT. CAP +31° AIR SPACE + 7/186 LAMINATED: (2) LITE) OF 3/162 GLASS WITH AN .090 INTERLAYER. GSA- 4 °LAMINATED LG.114 °TEXT. CAP + W18° AIR SPACE +7118° LAMINATED: (2) LRES OF 3118° ta GLASS WITH AN .080 INTERLAYER. GSA -1° LAMINATED LG. 114 5I EXT. CAP +818° AIR SPACE + 7M8° LAMINATED: (2) LUTES OF 3118° GLASS WITH AN .080 AfEINTERIAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AWN E 1300. 3. ANCHORAGE: THE 331/3% STRESS INCREASE BEEN USED IN THE DESIGN OF MS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 18. 4. SHUTTERS ARE NOT REQUID. 8. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL4960, FTL -8993. FTL- 6001, PTL -8014, FTL4OI8, FTL-1 17, FTL- 8022, FTL -802 , F19.4024, FTL-8025, FR4028, FTL410i1, FTL AND FTi , DATED 817/013. ELCO TEXTRON NOA: 07-0428.01, 03-0225.08, ANSVAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS' SEE DP TABLES (SHEETS 74) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4 DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 1L?? NOA DRAWING MAP SHEET GENERALNOTES........... I QUALIFIED CONFIG...... 24 GLAZING DETAILS..._... 8-8 ANCHORAGE» »........... »...716 DESIGN PRESSURES._... 7-9 ELEVATIONS..„...»„......... 16.18 CONFIGURATIONS......... 17 VERT. SEOTIONB........18 HORRZ. SECTIONS... -...1943 PARTSLIST... ........... 21 EXTRUSIONS.......--.. 22-23 A. D.L.O. WIDTH = PANEL WIDTH • 7° B. D.L.O. HEIGHT m PANEL HEIGHT -8.28• 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° OR 1918" ULTRACON (FORMERLY TAPOON )CONCRETE SCREWS OR 1/4° ELCO S84 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, DMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GB). 1/4° ELCO 894 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 Sr THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATS!. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION B THE RESPONSIBILITY OF THE ENGINEER OR ARHRECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083 -T8 AND A MINIMUM OF 14" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE PULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THERE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 14, SETS. 7.9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE 6. IP SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT 3400 PSI MIN., (DONE BY OTHERS) 1/4° SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO (MAX. TE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC 18 REQUIRED BE IWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. :n.^:, --r- Come le Strength Rttpuuemow Moot (Anchor Tendon) Ninon Stawding Adapter Wetter Shear) QanaeL Contents Useented GMU Gotute WU TIP, Mo. Mtn. Mitt. Ed ettn. Sol Mitt. Ed 18 mitt. 0mb. MM Ed MCA. Emb. Mtn. Ed Edo maw © 1112.211 Ilan ELM MEM MR MAI 113131 Mall M •" 1131311 Egli Mal MAI 1 9t4 2 112 1 Not Rem 1 Y4 8 19 Net Raoaaooded Come le Strength Rttpuuemow Moot (Anchor Tendon) Ninon Stawding Adapter Wetter Shear) QanaeL Wonted C88R Cow Grouted 06RR TIP, Mo. Mtn. Mitt. Ed ettn. Sol Mitt. Ed 18 mitt. 0mb. MM Ed MCA. Emb. Mtn. Ed Eioo ut rason 164° 1 t 9 112 1 am in 1 OM 2 112 184 I 1 114 Eke Orab•Pba 884 16a° 1 9t4 2 112 1 Not Rem 1 Y4 8 19 Net Raoaaooded Come le Strength Rttpuuemow et,a,9at Reaetmwob Typo 018. 1C Unwonted CEU ASTM CAD Ego Uliraaon 1f4 2700 pet ®nttmd aMl to Sean 81082.8.1.2 ad R829 elite PIM Nt8° 3800 pet Boo ehete.Ptex 804 114" 3350 p1 Degnagenu Emb. a Embedment Ed ■ Edge Dyer® En m Nahum C�yONCRFiE $WEN GTF!$ PYIBM MIEN RsANI `177188 'r 111 tiff 111777P77-91,Trri, IKEA Nam UNLE88,T1 R ME'Ui107Ea 1110118C5 WNW es emmtritb AkePtatidlt dolOpplee No Vitals t. W111111/I • " VNN * ; No.69705 z ,l0 • a (e RUn . 41' lalLuSpa0/01424N88:-5,1‘. ror • APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7 -9 SHTS. 7-9 SEE DP TABLE SHTS. 7 -9 Xp 4 BLS• FNr FE"' t SEE DP TABLE SHTS. 7-9 SEE DP TABLE SHTS. 7 -9 u1 CCP I Sf SC! LA FCr Sr? Fr, FIJ SEE D.P. TABLE, SHTS. 7 -9 SEE D.P. TABLE, XXP SHTS. 7 -9 ik Ark Sky !}Ky AtA 471 FF<r SKr /.l to FK'%Kr VT/ F1Y t.a •tr /, r SC! FLr 4A, FLr fl FLr SC? L=1 SC' r► FLT SE, OXO, OXX, XXO, XXX OXXp, XXXp SEE DP TABLE SHTS. 7 -9 FGr FLr detet oxxo, xxxo, OXXX, )000(, POCKET DOORS Xp ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT E DETAIL "S' OR "T° INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. O CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE P X SIGNIFIES OPERABLE PANEL. 0 SIGNIFIES INOPERABLE PANEL. /elk 4/fit NL<7 51<? S17 L 4:148 Ni:7V,/St? CORNER, TYP. POCKET, TYP. L=1 A; f141 Fk!Ft<'�I7NW, o ,,.,.N. h -Ior EITHER JAMB LOCATION USING o`�� •4 LYNN A.'/, XXX IN POCKET *' ... ' .......... u � /`��'�: NO. 58705 ': ANEL. - a. A '� 0 rr QUALIFIED CONFIGURATIONS ' %° .�:'z,A a: • el SERIES 770 ALUM. SGD - LW ��''sir�NAt .e. senno I CI i a23 I' ° p I 0 AL MI PE '2 Moult J 1 " NO CHANGE nos r Romp WM goikbiel Mgt oiv no 8 PER DADECO i78 ROW Lill" Roams: 1 � WArIL1AQ�DADE Ma ORION= 1070 TEOHNOLO iYVRNE 4 FLUIDS P.O. FL34 FL 34274 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 OXXXO, XXXXO, OX)OCX, XXXXX, XXXX(p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 f SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 41£lIt NE.? Y FL, NL, FL, ta74�. kVAA L'lVr i► Nt PAP 0)000(O, )UCXXXO, O)OCXXX, XXX OC . %0C %000(p APPROVED CONFIGURATIONS sinew SMO wades SMC ttomsz sno oft 02w1010 MOM Fbabli MEMO B casi'.ip ■Clik 41-1h L'■ <IVIVeY NO CHANGE 77085 EET PER WAN BADE COMMENTS ZR A DADECOMMITS NOKOMISS PL OWE P.a9Qxu AAA R.3274 QUALIFIED CONFIGURATIONS SERIES T70 ALUA& SGD - LMI 4ei0bar m ai a mfttix 80n770 T$ 3 s 23 I PGT0002 IC k 8TA •�LORiDP•••G�� ,c•. ��'�sS�ONAi. ++��``� P.E.068705 A• PNR Passengers Priority Code GWRIYV DEBRA CREEDON CAMPBELL D2 MARK ALAN CAMPBELL Travel Itinerary Segment Date Flight # —Depart— —Arrive-- Inventory Seat 1 18MAY AA 3578 MIA 1105A CLT 110P Y 2 21 MAY AA 3546 CLT 145P MIA 350P Y ,https://nrtpjetnetaa.com/Nonitev2App/pnrDetail aa.com/NonRev2App /pnrDetail Booking jsp?pnr=GWRIYV 5/15/2012 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 SEE DP TABLE SHTS. 7 -9 0)00000, )00000, 0) 00 (XX, )0XXXXO, )0000CXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7 -9 A 30;1 t1a�A `4hr N <Y ct: f f SEE DP TABLE SHTS. 7-9 1 NE:WEI ! vvpr NrSZtY Ncf NI-, 0XXXXXXO, )00)))X0, OXXXXXXX, )0000000(X, p �Yf�kf cg7 A.A. Atli Ali fk-f'ker.% 'J7 1Wfl ff NO CHANGE TH1SSHRT elm 0118110 8 ROW BF 9f 11/1609 > A PERHAM PERMIANDADECOWENIS oxb rr>m770001OLa+r DRIVE 71,34278 71899 FL 84474 QUALIFIED CONFIGURATIONS SERIES 77 UM. SGD - LMI I NTS 1 4 23 r" Poro0t C t t 111, t, 4Y N!l 'k i N°. 5970 0471/41 14'1117 1:::13°• g(ATfi OF A. LYr9t A61J eK P C P.E.0 3118" G1.A88 .000 MG" Ha GLASS 7118° NOM. 3I4° NOM. MAW BITE 7/16" LAMINATED GLASS TYPES G3 9/18" LAMINATED GLASS TYPES G3A 7/16" LAMINATED GLASS TYPES G4 x_11 ...11 0 114°121 GLASS .080 agE —.�. 1/4 "Hems ---► 9 W NOM. ---�— 9/16" LAMINATED GLASS TYPES G4A MOD= WSW =aril lie nod* Wades oAO MICHNOLOGY NOKOM14 Ft. $423.8 .1121 117.7, GLAZING DETAILS SERIES 770 ALUMINUM SOD - LMI SGD7VO 11611 « 23 rbe POT0002 8° tgi GLASS -- AO Ma - 3/1 &MASS 318° AIR SPACE 3116°IGLASS —+ 1" NOM. t 3/4" NOM. GLASS BITE TRU$EAL DURASEAL SPACER 1" LAMINATED I.O. TYPES 05 3/16° Ii GLASS AO AM M, GLASS N18 "AIR SPACE 1/4° I GLASS 1° NOM. 314° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.O. TYPES 05A 3/16°, OLASS --s- DOM .aeon NWJRGLASS —+ 3l° AIR SPACE 3/1S° I CLASS --► 1° NOM. S 3/4° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G8, AISMNIR 3/16"km GLASS 3/ 11413LASS --P- 8116* AIR SPACE 114° GLASS 1" NOM. S 314° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES GSA "�v arr1 .le y OilitiAllaitir i6.>A►Mr. "�°r2 "Tmrurr NOCMAGETMBIE r aem°n am ara* raft rr/16/19 ODOM swam mum A arm°°* MA PER Mbil DADE COligile4773 Delta NOTROKNOLOGY DRAM P tB .3 R.saaya GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI lietsolfeda wpm I NISI 6 a 28 ' PG V002 I c ■‘‘` LYNN Mk/ "i/e c erase .�oP " is ; No. 987°5 sTA A.1,461114:, PL PLO 69715 !.A:-.,.e '_ 3- :L:.:;_.:,. ! Cam;!:;. ,e - 1,Y.■- lk_,:!.ia =. - : 1 D L. ,1 1 - - STANDARD ■�t:.ts, 1. aHEAD& Sal MN) 21IERLOCK, SMUG'S'& COMER ASTR4GAL0.021 RFLU3 211131MEDSTEMCHORQ1Y. 1StR B. H& S. >JAf1BANCHCRQTY. +12410011 ANCHOR 421Y. Anc hor Types: 03.7/18°LAN13IAT®C S8- (3,46*H8. /PV8l318"H.S.) 1) '114'13.03tLTRACON (FORMERLY TAFCCN 63A- VWIANI2 10G1.A88 -('UM1 HS. /W8 /114"H8.) 2) °1l6°884123116FLD( 138- 7/18'1A61 703LGt L- (3lifY'Tt88'IAM /3I16°HS /PdM /Mr H.B.) 3) '5116'LL1WCON 83A -my IMINA103LQU.•(114"Ti P LAIR /3118'H8 /PVB /3hG°HS) 4) 1012 STEEL SCRBtY(05) ' SSEAACHORAGENOIE3 1&2ONSHEET1. �UNITH18Gtir o &I-- NOM PANEL WIDTH SIDE `. I • a 4:1 S a w • CLASS 3, 5, SA +80 -60.0 440 40.0 +80 -60.0 +40 .60 0 24 C101 C101 L` 0101 "10+1 0402 0401 04+2 04001 Q101 04+2 102 80 GLASS - 3.3A,5. 6A +80 40.0 4811 40.0 440 40.0 440 40.0 30 I HIS 04+1 04 +1 04►2 041 +1 04+1 04 +2 04+1 04+1 - 041 +2 04+1 - 04+1 04 +2 JANG 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 8 6 8 6 8 8 8 6 8 6 5 GLASS TYPE -3. 8,5A +80 -80A - +60 - 0.13 +50 -60.0 +60 40.0 H&B 04+1 04+1 04 +2 04+1 04+1 04+2 04+1 04+1 04+2 C4+1 04 +1 04+2 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 8 6 8 6 8 5 8 6 8 CMS • 3.3A LISA +80 -80.0 440 40.0 +80 40.0 +80 -80.0 42 HIS 04+1 04 +1 04 +2 04+1 04+1 04+2 04 +1 04+1 04+2 04+1 04+1 C:4+2 JMIG I 10 10 10 10 10 10 10 10 10 10 10 10 P.H00K 8 5 5 6 6 8 6 8 6 88 8 GLASS TYPE • 3, 6. SA 480 40.0 +� 60.0 .0 +40 800 +80 40 04+1 04 +1 04 +2 04 +1 04+1 04+2 04+1 04+1 04+2 04 +1 04+1 C4+2� .&A41B 10 10 10 10 10 10 10 10 10 10 10 P4400K 8 5 8 8 8 8 8 8 8 1 7 7 t POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SRL 2. WHEN USING TM 2 1/2" fiL, POSITIVE WATER OP IS 48.67 POP MAX WHEN USEGI THE 4° SILL POSITIVE WATER DPIS 10.0P8FMAX. (NEGATIVE PAS UNCHANGED). NE TABLE IA. 3.4 , 31/4° AND 21k" SILL HEIGHTS APE TESTED FOR WATER INFLTRATION THE 11/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE E NOT REQUIRED. POIVIVE DESIGN PRESSURES SHOWN IN TABLE'S MAY BE USED WHEN THE DOOR E PROTECTED BY AN OVERHANG COMPLYING WITH THE MINIMA BUILDING CODE (SEE ADJACENT DIAGRAM* 114I8CON0NiK N IS NOT RATED FOR WATER INFILTRATION. 4. SEIl SHEETS 10 THROUGH 18 FOR Al4CHORAGE SPACING AND EMBEDMENT MIPORMATION. 5. DOOR SIZE TO COMPLY WITH FTC EGRESS REQUIREMENTS. tionint MAW TWINS O Q EXAMPLE ON SHEET 10 TABLE 1A. SOX HT. VS POS. DP DLO WIDTH m NOM. PANEL WIDTH • 7° MU. ME H9L0ff (+) DESIGN LOAD FLUSH 1 -112' N!A LOW 2.1/1' +48.87 PSF MED 3-1/4' +80.0 POP HIGH 4° +80.0 PSF SEE NOTES 9.9 01.O HEIGHT a NOM. PANGS. HEAT -8.26° EL 90° OUTS1 COPOINi EantSILELIA 00' E C.ONNfER OH LENGTH OH� OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 Mew= MINN =V2.*ifloaabiv -per�p l6A A NO CHANGE TiSB PENWINPA012 a pot NOVA WW1 M I PAII93ANCHORAGE SERIES 77O ALUMINUM SGD LM!' ammm Btu , 1 N7S 117 d 13 PG70002 P.P.P89103 • • JLs tE!LJa • Li) =JUL:.• 1.iJL -o 511i�:S�:, aHMO& SILL OHM INTERLOCK &mama 6 CORNER AS MON.CLUWERPL E00)RNFNATEANd ORCITY. PER PAWL H6EL a JANt3ANE7i0RDIY. s*I 0KAN04 RQW. 00.7118°tAMM) GLASS • MN H8. /6GP /8/18'Ha) • 018° LAEla1ATEDGEA88• (N4° HS /SOP/ N4.91a) GO- 7J1B°1AW TE0IO. O• (018'WAR /AR /018•Ha /68P/8N8°HEL) G8A • 7/UP IANONTEDLG.U. • (NV TENP.IAR /07C 9L$ /St#•/ NW H8.) Maher Tam 1)'N4°SOOEAIPACCI NORLERLYTAP00N 2) 414° 884 a80 mu 8) '018° ULIPACON 4) VW81ffiSCRRV([A0 • WILANCHORAGENTREB 162ONBEou1. �� 7 -I- NOM&PANEL WIDTH MAO 8(DE oT �:� 9�.'.' fit::]•)• �i!� �I';199�ii1�ln I 60.0 40.0 60.0 I 60,0 <,,.0 00.0 40.0 I 1•L•", =JIM C' lE lF :37[T.31C: A[ 3C C IEMIEMI • n] EM ELM= r•-xl1. 11Li f ETUIEra EMI 4•71 lTw7 KIN Mal KEN KIN WAKEN KIM arm KEN WAKEN KEN KEN KEN KEN KEN mKEN KEN KEN KIN WAKEN iE1 L:..: ioILIIoMo ■L70L1■000OOOtMvorNoovCM rlv0 q r,� . p 7 I?,I, 1111 t.'L7E CMEMI EMI FM IMEMIEMI=IUZICMC 3E EMIEDD EMI CM ZflmmCD EMI mE ] mKEAKINK17ii7mmmmmmm KIN mifllKE #sIlmmm ®KEN KIN I�I�EEIVKMALITKM OIO�t7t7 ICI K r OVOt >vNEMI<7oo I<, r_x x __ mum ____: x,TE m r :arm eoa >• D--' KID iL ilm[T'�is C•':itsGIIDmE. -2.1 IE IC`V1EMI CM1Fricaa an .i.21 KIN mmKEN �mmQ7mMIA �i;] iEAif»m�KL#i� MYli70 KM WM KM NM Kil MIIII 1(11 MINER NEM ION KR IIIII MUIN KM UM KM MEll MIKE WO KM KM KM `� rte: �,� EMIT IC: .1MULa1CMC��^'IEMI=K MDC iKIDK9mE9EMIIEE�3LID�CMc= < E.,e1 �0mE[71Q7mmWAKEN KEN KEN EINmZENWANal�m■®IEE11 MEEKER I:Ls:� EllwOVI�A�E lElEI0v000KM 0 ©EI010MIRAKA �DIEI Illl LMmC I=1CMEM K=1=1 K�KIDC"r1 EaOF- D1EOi1L K I[ 1mFriL I IE J M=1111 mmmWA mmmKEAICAm�■aAI ®� KEN Kill ®Ef3K�ENKEN WAKEN ® c �ICIIIMA llvQ��o�7 ©© ©D�DIDMO OInEQVIDEM 24 30 60.0 60.0 000 40.0 00.0 : ,.0 60.0 40 40.0 T O 40.0 MOON 38 60.0 <.,.0 800 410 600 40.0 42 JAM P4400X JANB 606 40.0 60.0 480.0 60.0 40.0 00A 480.0 boa 606 400 60.0 40.0 800 •000 60.0 40.0 603 ::.0 60.0 JIRa 00.0 •000 40 06+2 [ nr s12.AT,� ' '' a I C..:7�'� IT.'1 .�'� _____ r?'✓iV111C1[?'31 EMI r -1E J i E;f7mm Ommmm��mmm��m "Lii WI KM KM KM KM MI KAN MA [ </T�C?[;T7�t�F:�trrYir bl�rflil•T7E:x)= E KIJ1W L7m�IL7�mm�;�0KEN Ir� 70000rlorCiKM I0�0� 64 606 06+2 PANELS OVER 48" WIDE NOT AVAILABLE OVER S8° HIGH 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114• SILL. 2. WHEN USING THE 21/2" SILL, POSTIIVE DP OS 48.67 PSF MAX. WHEN USING THE 4° SILL POSITIVE DP IS 60.0 MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2112', 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMk THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. RIiIJ f(✓Nft/it G NO CHANGE ThiS SHEET O m EXAMPLE ON SHEET 10 TABLE 20. 861. HBD)f ('N LOAD HKBH - 4" +000130P +W,0 1/V OH HEIGHT STANDARDABTRAQAL HEAVY DUTY STILES SEE S EET 7 CR ®FOR SO° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH • NOM. PANEL WIDTH -7" DLO HEIGHT • NOM. PANEL HEIGHT -8JG° -« OH LENGTH 7 OVERHANG OOw H HEI EQUAL TO 1 OR GREATER SEE NOTE 3 rtaomen cw+ a4rf ft/1800 143111101111 a r A PER sotsamerooteestos FEN MA& WADE COWEINTS INC Aimate, ado Oa *wad it% ata 10701132010100Y DRIVE NCE(G008 FL SOPS P�X12f 50274 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI worm 177$171 0 23 PGTU002 '��q`I`�•'JGF�B$''':`�' •lt / No. two ff'•, 8 �O ., F10tO A. LY8114141A P.8. P.0088105 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAW DUTY STILE - HEAVY U1YASTRAQAI, TABLE3, s HEAD& SILL (H&8) BRIE LOCK, >JAM9 ANCHOR QTY. *HDOKANDOR 04. fIB' LALBVATEDGLABS- 04A - 9118' LAMINATED GLASS 0B- 7 /16'LAM KIEDU U.-( GSA - rir LAMINATED LOU - (1/4' STRAIGHT& COMM ASTRAGAL CLUSTER PLUS INTERMESATEANNOR QTY. PER PANEL H & 8, WY. Anot orAyes: (3118° H8. /SOP /3118° ILB.) 1) 'M/4° B.CO ULTRACON(FORMERLY TAPCON) - (114° H.S. /SG+/ 1/4° H.B.) 2) Mk° 884 CRETE.FLD1 3118°TH4P,/AIR13/16'H8./SSP/31WH .) 3) VWULTRACON Tom? / AIR/ 3H8° H.B. / SOP/ 3IW 1(8.) 4) '#12 STEEL SOON (05) ' SEEANONIORAGE NOM112ONSTET1. UNIT HEIGHT 80 84 90 90 NCRA PANEL NADTH FRAME BIDE 1111111 N r . lei O of N v. 1 co a�} R N .4 V 1 ■ co 4 f r 1 N ° to V or GLASS TYPE -4, 8, 8A 80.0 40.0 90.0 - 90.0 90.0 40.0 90.0 -90.0 24 H US C8 +2 C8+2 08+2 08+2 C0+2 C0+2 08+2 08 +2 00+2 C8+2 08+2 08+2 JA1418 10 10 10 10 , 10 10 10 10 10 I 10 10 10 P-HOOK 5 8 8 8 5 5 8 8 8 0 8 8 GLASS -4, 810A 90.0 - 90.0 90.0 40.0 90.0 40.0 90.0 -90.0 30 , C8+2 C8+2 C8+2 08+2 C8+2 08+2 00+2 08+2 C8+2 082 C 8+2 082 &S 10 111 I j I 10 I 4 I + G -4, 8,8A 90.0 - 90.0 80.0 -90.0 80.0 -90.0 90.0 -90.0 30 H&8 06+2 08+2 06+2 00+2 08+2 C8 +2 C8+2 C8+2 C8+2 C8 +2 C1 +2 08 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P41OoI( 0 8 7 7 7 7 7 7 8 8 8 0 GLASS TYP -a, 4A 0, 8A 90.0 90A 90.0 40.0 80.0 40.0 90.0 -80.0 42 H&8 08 +2 C8 +2 08+2 C�2 C8+2 00+2 06+2 C0 +2 C8+2 C0+2 C8+2 C8 +2 JAMB 10 10 10 10 1Q 10 1Q 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 8 8 9 9 CO ASS - 4,4A8,8A 900 40.0 80.0 - 90.0 90.0 40.0 90.0 -90.0 48 H&S 08+2 C8+2 08+2 C8+2 C8+2 C8+2 00+2 08+2 C8+2 C8+2 C8+2 C8+2 JAMB 10 10 10 10 10 10 10 10. 10 10 10 10 P-HOOK 8 8 8 8 8 8 0 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4° SILL 2. WHEN USING THE 21/P SILL, POSITIVE DP IS 48.07 POP MAX AND WITH THE 31/4° SILL, POSITIVE PRESSURES IS 80.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.21/24, 3 1/4°, AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11/8' SILL 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED SY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FOG EGRESS REQUIREMENTS. Wad J.41, 14WfH1 C"` NDONANGETNI$SlEET TABLE 3A SILL HT. VS POS. OR SILL RISE ( +) DESIGN I-EIGHT LQ4O FLUSH -1 -irt WA LAW -2.112' + 40.07 FSF MED - 3-1/4' +80.0 FSF HIGH -4° +80.0PSF SINOTES 1 -3 90' INSIDE CORNER OH LENGTH OH HEIGHT 014 HEIGHT EQU TO OR GREAL ATER 1 SEE NOTE 3 o6M'W 8 PER MANIW E oe� ItostAm MO WIMP A PER WAND OADIZOOMINNT8 aLadd* COMAIENIS tlue° IWO TECWAZOGY DR W FL P.O. BGS fele 1 FL3W4 DP AND ANCHORAGE SERIES 770 ALUMINUM SOD - LMI aw'NTS B d PO70002 IC ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)114` ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4° ELCO 884 CRETE -FLEX 3) WW ULTRACON 4)012 STEEL SCREW (G8) 2. ANCHOR LOCATION SPACING FOR tOR QUANI1T1E8 SPECIFIED IV TABLES 1.3. SHTB. 7.9 HEAD & SI L.. »... ....... 8' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX 0.0. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 80° CORNER ON BHT. 11.42. JAMBS & F- HOOKS ». 8" MAX. FROM BOTTOM AND 21° MAX 0.0. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SH TS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-18. H°ANCHORS PER PANEL" ARE 8' MAX. THOSE AT THE HEAD AND SILL 8N MAX I BETWEEN CLUSTERS OR THOSE 9 I° 1 14“ TYP. BETWEEN A CLUSTER AND A ,1. FRAME JAMB OR P-HOOK Ir 2.04' T 1 EXAMPLE OXX ANCHORAGE PLAN: Tr. (3) PANEL 48" x98' DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 41N WOOD SUBSTRATE INTERLOCK CENTERLINE DET., SHY. 11 ASTRAGAL ktiEfflat... ALINE ...- 8"ATti _J N�� \ i a - • ______ � ...... ,-. . ..a..• Nu.u�• AM LAI 3.8" 24° MAX O.C. ?A :... 24' MAX O.C. f SEE CLUSTER DETAILS. SHT.11 3.7 TYP. - INTERLOCK CENTERLINE 3 8" TYP. (7) ANCHORS 8• SEE NOTE BELOW 14! 8' 0¢+, & CORNERS • i201aNCHORS TOTAL aT HEAD AN D AT BILL /- DETAIL BELOW SEE TYP. JAMB CLUSTER 2 04 2 C4 2 04 2 • N N N N N ,°may • ° • • • • • - N . N N N • a FRAME ANCHORS •ANCIO R ANCHOR$ MAX N N N N ■ N N N N . NN " N N arm, • 10 • • • 10'MAX.� •fir MAX. 3 °MAX 3' 21 MAX N ' °i,l l -- rmi • N N --., f 14 N N N N 8° MAX.. TYP. N N N N 24 "MAX CC I A0 PER JAMB (S ES CLUSTER O.C. SPACING EXAMPLE OX -90° OUTSIDE CORNER X0 CORNER ANCHORAGE PLAN: (4) PANEL, 80" x 98" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, �-4 SHT. 11 �^- 8° MAX EXTERN) SEE CLUSTER DETAILS, SHT. 12 N°Naa IBP °'1 1w NO (MANOR 7NG SHEET SEE DETAILS S & TON SHEET 14 & DETAILS MM & NN ON SHEET 18 FOR P-HOOK ANCHORS WIN mono 1 NNY,RI a A asammaaaarcaosevre PERAVA70bADECO RNC N/Ate NuN R$o P.Q 1879 R94V4 4.081" MIN. 0.C. 3.8' - 2.04' MNd►I. J6 CLUSTER FOR DETAILS &,N.O.P.Q &R MOM PAWN Atimeaser -tot • /�{ embalm Oa* • ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - L.MI SOWTO kedva I NTS 110 a 23 I PQT0002 *: No. 68706 A• I LI A•'• $fATEOP *CCU %% • 0.LYNN Walk P.8. PAO WM 3.5 H, °-t CENTERLINE MIN N IMMUM - — TRACK ASTRAL i LINYEF A OHCRCLUBTER-C4 x eY• • CENTERLINE--1 o 4De _ agagaCLUSTE k _ •_N + INTERLOCK--a- 1.75 ERLOCK wr- —•- CENTER.ME 3.8 r e 2.040 4.072 y 3-T CK: ASTRAOA ! INTERLOCK ANCHOR OUJETER- C4 CENTERLINE 1 �r. 1.78 3.5 �t. 3.5 _ 4,1L aL .•_ «. ANCHORCLUSTER- M eJA?iiL'�:i�::�� AMOD.B.MIRMEILIN INTERLO K CENTERLINE dC ABTRAOAL /INTERLO2C ANCHORCi,USTER-Ca INTER O K1 CENTERLINE tta - ANOHORd.USTER -C4 t2 f ABTRAt 4L / II ERI.ar Elligniffilifigarlitrair ANCHOR CLUSTER -C6 ategmts TER -tom ALL SHOWN ARE BASED ON MINIMUM ALLOWED. AU. DIMENSIONS SHOWN ARE IN INCHES. • mower woo ►*eller ► 1010 tctiu» Ratm NO CHANGEThW MEET sew ex 9d9Q SAW MOSM ,ate A BY bats NOMA FL $ PFi84B PL 91274 M-= ANCHORAGE EXAMPLE CLUSTERS SERIES 770 ALUMINUM SOD - LMI mono I NTSI 11 a23 r IC tom..; t., thlktalr 1I-1 •ii" ANCHOR CLUSTER.• C4 2.04 3.88 :IuL - • • 24 ANCHOR CLUB I1 R REQWR ) AT ALL 3•TRACK CORNERS. EL/ 2- TRACK. I0' INSIDE CORNER MOWN. 2 TRACK. OUTSIDE_C.OR ER EM AR (OPPOSITE1 atEEIMEMIM USED FOR CB AID CB 3.8 'U� 4mt mar 3.88@ �E,i I .eI ( -I l., ".• • `T.r «i+iil �i :1 111 \%l(•i;:r.ct =. C•S ANCHOR OUSTER REQUIRED ATALL4TRACKOOSI4ERS MOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. rareselagokSfalt W70 TEWINCLOGY DRIVE KOKO= FL 3a75 vIa c FtWM ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SOD - LMI ammo I NT$ I i2 0 23 I°° iii,II,,, N� �Ytdav M 1° MIN. E.D. TYP. 114° ppM�A,,�X.��. SHIM SEE CHART, 8HT.1 21118° O.C. TYP SEE ANCHOR NOTE 8 SHT.1 (114° MAX) MIL iL"..l e ; x 1t.NI ,` PETAL B. 3•TRAOK FRAME HEAD 3081201101141D 21. P.E6LA.MIMIKENOLNIM WOOD ANCHOR TM., SEE ANCHOR NOTE 2, SHT.1 OODH NCK TYP., gaiffigrgiliMMEn SEE SHT.1 818" MIN. 211W 0.C., TYP. 1° MIN E.D., TYP. SEE ANCHOR NOTE 8 SHT. 1 (114° Mr) SEE ANCHOR NOTE 8 SHT.1 (1W MAX.) 2x WOOD BUCK SEE ANCHOR NOTE 3, SHT.1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 114° MAX SHIM SEE ANCHOR NOTE 1, SHT.1 SEE T SF1T.1 DETAIL D. 3- TRACKFRAME HEAD. CONCRETE INSTALLATION_ 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SITY.1 13A° MIN. 21118" IAlq E.D., 0.0., iYP. TYP. PETAL F. 3•TRAOE( FRAME SIU. WOOD INSTALLATION SEE CHART SHT.1 21/18° O.C., TYP. SEE CHART, SHT.1 21 /18° O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 CONCRETE INSTALLATION • SEE CHART, BHT. 1 AIL a. 2.TRAQ( FRAME $1L1. CONCRETE B48'TALI ATICN 1" MIN E.D., TYP 21118° O.C., TYP. 13B" MN. WOOD AN HO DR4T 2, SHT.1 WOOD INSTALLATION 2x WOOD BUCK TYP.. SEE NOTE 3, SHT.1 SEE ANCHOR NOTE 8, SHT. 1 (114° MAX.) WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 gm 211W O.C., TYP. 1 MIN RETAIL X 4TRACK FRAME SILL TYP. WOOD INSTALLATION. uU P . M PI M& arm wrs�s ro� &mate Oft SEC WOWS e A NO CHANGE DES SHEET PERWAMIDADE001GLEYB bye 10704ECHNOLOGYDRIVE NOKOMIA 894470 P1 FL9Q79 /4 J ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI warm I 1 3 d 23 I �' NTS P0700111 "'F,SS/I,I,ON"uA4 % %k% A. L144 &bM . PE. PEON CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 21/16° O.C., TYPR, SEE ANCHOR NOTE 5, SHT.1 OW MAX.) I ii 111; llu i1r;J • .pe M•� SEE CHART, EMT 1 DETAB. L.4 -TRACK FRAME 81LL CONCRETE INSTALLM. 133° MIN. 114° MAX. SHIM �`,IilDll( -u`�!IIlI 0.C., TYP. i •u11 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 21/18° 1° MIN. 1/4° MAX SHIM MINILrlNti .�! ,��r!IC[h _''111 «• .. - 1/4° MAX SHIM SEE CHART MEi SHT.1 21/18° O.C., TYP. CONCRETE .�.A..NpCHOR „R , REE 133° MIN. ANCHOR } NOTE 1, WOOD 1° ANCHOR TYR, SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, DETAIL N. 2 -TRACK FRAME JAMB SHY. WOOD INSTALLATION ! i i Z. t ..1. 1k SHT.1 SEE CHART SHT.1 1/4° MAX SHIM • SEE CHART SITY.1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2 1118° DETAIL 1:.4 -TRACK FRAME JAMB O.C. , TYP. CONCRETE INSTALLAT ON 1318°MIN. 114° MAX SHIM P•HOOK MOUNTING ADAPTOR ANCHORS LOCATED MIDGPAN BETWEEN MOCK INSTALLATION ANCHORS 1° MIN. WOOD FRAMING 13/8° MIN. = MIN 2.093• MIN. PETAIL S. -HOOK WOOD WSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, 8HT 1 ESL 1° MIN. • a __!t�:II:::t,t : y SEE CHART SITY.1 2 1/18° O.0 , TYP. CONCRETE INSTALLATION 114° MAX. sHim CONCRETE MEG. ANCHOR TYP., SEE ANCHOR 1, SITY.1 VCWWO�O �DBBUKK SEE ANCHOR a 1118° NOTE 3, SHT. 1 O.C., TYP. DETAIL Q. 3 -TRACK FRAME JAMB WOOD I S TALLAjjON 13/4' MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHY. 1. ANCHOR QTY. FROM TABLES 13, SHTB. 7.9 PERTAIN TO THIS ANCHOR LOCATION, ■o III 2.04° 4.081° MIN. O.C. 3.8° T[Y_F1C ain CI. s o 0@7'318 N. N. O.P.QAR SEE CHART SHT. 1 SEE CHART SITY.1 2 1/18° O.C..7W. • • SEE CHART, SITY.1 P•HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1 114 IN. Elk a•; SEE CHART, BHT.1 cAl:tli ONCRETE /MASONRY (GROUTED BLOCK ONLY) T SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 14, MTS. 74 PERTAIN TO THIS ANCHOR LOCATION, 2.693° MIN. DET_AI P•d•IOOK CONCRETE INSTALLATION N. 4g12 94/11 ~us rim mow or: 8Y0 18(604 SVC 08/B Air A casaba as NO CHANGE THIS©BEET PEA 52130 DAIONCOW2224113 PERM 3201 0108 bast 10711r Mrs FL 24$78 P.O 1008 FA 00274 ANCHORAGE DETAILS SERIES 770 ALUMINUM SOD - LMI tisassffidth $50710 I NTS 14 , 23 �b.� `orm I l u r r,, /� B P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1' MIN. 1314° MIN. 1114 E.D. 6y "" f fir, ?1..t Lrti1.41• 1.1 .. • 4 } .1.v. SHT.1 • NCRETE /MASONRY (GROUTED BLOCK ONLY) WOOD ANCHOR BEE ANCHOR NOTE 2, EMT. 1. ANCHOR QTY. FROM TABLES 1.3, SHTE. 1-9 PERTAIN TO THIS ANCHOR LOCATION. 2.693° MIN. DETAIL MM. P-HOOK FOR BOX RISER WOOD I STALLAT ON .=.,=====r,.=====-9 e�i ^_ -_ j PANEL I TYPE I 'A' 1I /' 1lli I e• —___ma __ $ PANEL /I TYPE i B 'QS' 10 $' c� 1 ® 1 — -- PANEL TYPE 'AS' / PANEL TYPE 9C { / SEE 3, —0-, 16 DETAIL'', EHT.18, ANCHORAGE DETAILS 'A' j&V.8HT.13 t•, DLO WIDTH ■ NOM. PANEL WIDTH -7' DETAIL 4P, SKI. 18, DLO HEIGHT o NOM. PANEL HEIGHT - 8.2' ANCHORAGE DETAI.S'E' &'G', 8HT.13 VC-90° CORNER-VC (2 TRACK INSIDE 90° CORNER) 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES J �OHINf �� NO CHANGE 71118 SHEET WAD •U A PEIMINNONMCOASONIO Oft 1 SEE ANCHOR NOTE 2, SW. 1. ANCHOR QTY. FROM TABLES 1.3, SHTS.1.9 PERTAIN TO THIS ANCHOR LOCATION, 2.893° MIN. DETAIL NN.,P -HOOK FOR BOX RIER CONCRETE I TN ATION AI.'EE', BHT. 19, ANCHORAGE DETAILS Ti &'P', BHT. 14 DETAIL 'S% ENT. 19 gas DETAIL I0C, SlHT.20 HORIZONTAL SECTION B-B 910 X 1.80" PH EMS PANEL CORNER DETAIL FRAME CORNER D IL 0 N am IVA 11 IWO TECHNOLOGY DRIVE NOMINS,F1.86711 P.0 0Vt IMO NOKOMIA ANCHORAGE DETAILS /EXAMPLE ELEVATION SERIES 770 ALUMINUM SOD - LMI 81112770 17;73175 231 P IC s%. v II I ,,,FSS�oN14- ,, A L.4141ap.E. P81;68703 DETAIL 'CC', SHT. 19- (DETAIL BB', SHT. 19 NOTES° („DETAII'FF", SHY. 19, DETAIL', SHT.18, ANCHORAGE DETAIL N' & DETAIL'ES', SHY. 10, ANCHORAGE 'P', VT. 14 ANCHORAGE DETAILS '141 DETAILS 'A' & P', BHT. 14 &'C', SHT.13_ DETAIL V', SHT.is, SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER N OXXX (2 TRACK) a'G', SHT. 13 CONSTRUCTIO DETAILS SW. 18 EXAMPLE 1. SEE SHT. 17 FOR INDIVIDUAL. PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18.20 FOR SECTION DETAILS AND SHTS. 7 -18 FOR ANCHORAGE DETAILS. 2. DLO WIDTH to NOM. PANEL WIDTH - 7' DLO HEIGHT a NOM. PANEL HEIGHT - 8.28' 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKUPS, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. A 3.r j PANEL j I TYPE A iT o i G M o iI i I OQCOCOC _ _ PANEL a " TYPE 'CB' i o u / T % o i MA SE 1 el TABt PANEL TYPE 'K' S% SEE NOTE PANEL TYPE XX 90° CORNER XX (2 TRACK ANCHODRRAAGE D mums 90 °OUTSIDE CORNER) - EXAMPLE &'G', SHY. 13 DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' &'C°, SHT.13 rDETAIL'ES', SHT. 19, ANCHORAGE DETAILS' N' & SHT. 14 DETAIL BB', SHY. 18 DETAIL'JJ', SHY. 20 ,NTAL SEC11ON A.A DETAIL 'CC', BHT. 19 Er BFIT.19 DETAIL 'DM SHT. 19, ANCHORAGE DETAILS 'Q' & 'R', EMT. 14 MAX HT. SEE DP TABLES DETAIL 'AA', SHY. 19, , ANCHORAGE DETAILS 'V & T, SHY. 14, 'MM' &'NN', SHY. 18 DETAIL % SHY. 18, ANCHORAGE DETAILS B' &'D, SHT.13 PANEL TYPE 'AA' PANEL TYPE I POCKET UNDER SEPARATE APPROVAL a OXXXD (3 TRACK RIGHT POCKET) DETAIL W, BHT. 18, EXAMPLE ANCHORAGE DETAILS P &'H'. SW. 13 DETAIL BB', MT. 19 DETAIL lift, MT. 19, • ANCHORAGE DETAILS 'N' &'O', SHY. 14 DETAIL T, SHT.18, ANCHORAGE DETAILS 'I' &'J, SHT.13 XXXX (4 TRACK BY-PASS) EXAMPLE MAX / HT. DAP SEE TABLES On-liDETAIL 'Y', SHT. 18, ANCHORAGE DETAILS 'K' SHT.13 &'L'. SHT. 14 tlf11 mocommErmsamm7 IWO MEMO 8 PER WAN flIO1 COMM? paw END road GA °I" 1VON9 A PIRMWMA EWWW P18 OF Odor !0>a TECHNIXOGY DRJYB Noicaux Ftar21e Paegxfel t FL34274 EXAMPLE PLE ELEVATIONS SERIES 770 ALUMINUM SOD - LMI 8013770 ,� �] e d 23 �°`°° SaYieblet FOTO= IC PANEL LETTER PANEL LETTER SIMS& 11:73 NIERLOCK 4� LOCS®T1LE LOCKBTTLE R FWD LOCKBT9.E E dVIEIBocYf M (BOXCAR) OUT icr FIXED LOWRILE CS IN FIXED LOCK TS& SC FIXED LOCKS= ASTRAGAL OUT QS PAM FIXED LSE SQ INTERLOCK SINGLE LVIERLOCK C0 QQ RECD CORNER SINGLE LOCKEITILE INTERLOCK SINEW aba CORNIER LOCK TILE INTERLOCK /• w ASTRAGWL AS RECEIVER LR (saran N ASTRAGAL OU T ASTRAGAL IN SA SEIGLE eitb r+ RECEIVER NOTE:, 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 ,NTER1OI PANEL TYPES) igOara SINGLE INTERLOCK CI COMER L ce Agra Gni • !r IC SAME INTERLOCK CORNER B emus INTERLOCK k47ERL SAME CF COMER RECEIVER LOCKSIRE FWD F SNOW cal j= FC FIXED LOOa,E CORNER RECIIPIER E SMILE or: S PP SINGLE INIERLOCX ecc FIXED K SINGLE gE33 INTERLOCK RR FRED LOCKETS& SINGLE INTERLOCK OUT MGM IN LOCKETS& A ENGLE INTERLOCK D LOOi9TLE 4;11 SINGLE J (801107) 0rvro Made,: ItO1 sea f m AW NO CHANGE THN SHEET mmtlmd A Obsdodr RIA putramicoostammons Oen ro7oTSraRIVe Noirotss R.$Srs P484XAW8 R3QpQ PANEL TYPES SERIES 770ALUMINUM SGD - LMI seem I rots I7 of 23 I "'° P97D002 SILL RISERS OPTIONS FLUSH SOX SILL RISER LOW BOX SILL RISER 1111211.E.481OLLEME. Le__MALAILIalga. MEDIUM BOX SILL RISER MEDIUM FIAT SIL RISER C] EXTERIOR IMBEAL> (ALL VERT. SECTIONS) HIGH BOX SILL RISER HIGH FIAT SI l RISER DETAIL V awuft ' NO THIS SHEET DETAIL 9M, DETAIL'Y' j3ETA1L WM' SCREEN AT SILL RU eascitip Ong DAN Maktas E RANANA A A PER MESEIMITE COMMENTS PERICAMIOADECOMMENTS ,W0 TECHNOLOGY OWVE 140X0MS, PL3108 P.o. !00 FLEWS VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI astxoltat sewn I 1 8 s 23 � P � 0TOOar P.2868703 DETAIL 'JJ' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) NO NGETHIS SHEET ANterflyt C Itsdkolf 8th dteratri 8MC eft fln 9 ( A aeu7eF RW PERIE IOA0BQf 78 COL I NOMA PL3� what 8(x 1� A31774 DETAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) HORIZONTAL SECTION DETAILS CORNERS SERIES 770 ALUMINUM SOD - LMI MODUCT pe1'wl�lkirli Aroma lkiklaSAN aatkerviiiie- laelmEtde mono 1 1200123 I�° . Ic 1llIItit %% %o toN 41E 5,01: A ,nNtl A. LYNA P.E PE8t17QB STANDARD ITEM POT Dsg 0 POT. DescrIVIon 1 17308 817308 2.111ACK HEAD 2 3 17308 ems e17908 2- TRACK HEAD WITH SCREEN PAL 3.7RAGK HEAD 4 . 17318 817312 4-TRACK HEAD 8 17314 817314 FRAME 8CREW COVER e 17317 817317 FRAME HEAD/JAMB AD D4391 17304 917304 2•114AOK 93.1. 8 17301 017801 8 17307 817307 2- TRACT SILL WITH SCREEN RAIL 1 -TRACK El 10 11 17310 17313 617310 4-TRACK SILL 817313 FRAME SILL TRACK INSERT 12 17315 817318 13 17310 817310 FRAME SILL SCREEN ADDON PRAM LL SCREEN ENO ADDON 14 10 17808 17302 517308 817802 24RACK.W4B 2•TRA0K JAMS WITH SCREEN RAIL 18 17308 017300 17 17311 817311 3.11840K . 4TRA0K Ate 18 17312 617322 SILL RISER -0 10 1731E 817810 Sat. RISER -0 HOLLOW 20 17321 817321 21 17318 817318 SILL RISER -LOW FLAT SILL RISER • LOW HOLLOW 22 17384 SILL RISER -MED FIAT 17384 07354 SILL RISER • MED HOLLOW 24 17320 617920 20 28 27 28 28 1732,1 1733$ 7070 ' 17334 17338 617323 817533 87070 017334 817335 SILL RISER -F1 HOLLOW SILL MISER - MOH FLAT POCKET DOORP4t00K NEOPRENE BUL8 WSW FOR P4100K POCKET DOOR P4100IC MOUNT P -HOOK COVER 38 17348 617348 Potion DOOR P44014 FOR BOXROER OP1I t4AL PARTS (NOTSH WN IN DRAWING) ' * 77- i 1 ?"err; •..,;ni la MIN 1176 -' -Trite U __ aLLE11 ;= 11111111ffajlE [ Ot 11111_ rte ` •, RAa <7ilNt :i [I��,,rt [7iu�NI piuiwiummomm SCREEN CSC ::.: c, a A8 <. 202 GLASS 7118 LAMINATED HT -HTPVB 203 MASS OMB LAMINATED H1 -HTPV8 204 GLASS 7118 LAOIA1ED HT-HT SOP 205 GLASS AMINA13D NT-NT SOP NOTE ALL ALUMINUM to 8083 -T8 0/11/11 NO CHANGE THIS SHEET DOE iisimet H breatiltp Ads 01VMM 1481 MR LtlM IDADECOMMENTS QJ 8082 4soss rr_ ►'?I; r � . tliIS 7 . Ka i <,. ,r :T7 r?. + =7747. sizzil m.'-75711"r77.111 SUS 101111Z311111 _;: ILO IlLEM111.:.11111 7../11111=11110•1111.11.1 MEIN IF;P7P-1111•11111111■11MMIN [III i ii LJ iII7 INEZEINEL BEIfi�:t7. Q77Zr,F :a� ►T, r n • PLUG S(TE RF00DP , r c r i I.' liANDIS KR - "7- .L_.01J .. .2:0x.170 - -` SEAL 420 X` CORNER 210 GLASS LAMINATED is 31101.7M0 LAMINATED HT-HT PLO 211 GLASS LAMINATED x31147 -7118 WILBVATEDK2HTPV8 212 GLA88 LAmm=BDK3 SHOT -7M0 LAMINATED FIRM SOP 213 GLASS ATED Ki 1/47- M8 LAMINATED HT41i'OOP dl8/MrM Ae 1„201 :•11f -;SAG)isIt. FEL10%B OAIIR OCGRIEWAS N MTh Pil 1829 FL3A �13 PL714 PARTS LIST SERIES 770 ALUMINUM SOD - LMI 8M770 I NTSI 27 23 16"4""P4373002 1.303' 0.082° 0.328° 0.718• 0.06? -J 0.264° 1. 0.080" j 0.778° ��NAVE 6D83T8 ��- 78MG�� N T L8059 T8 .� 0?33° 0.082° P HOOK SC REW COVER (20) 91M:6083 -T8 0.752" 0.82° 1.003' 0.080" y0..008p00 0.:09 0.787° •�—� (0.6880° 1.739" lama_ FIXED (1 mATh 500341 "IMAM 6083 M 48 ° P HOOK FOR BOX RISER (30) MAIL: 805348 0.082° MAR 8053:T8 J' T�_,5)MA0M .ii —« 1.872' 9.128° ND •1 )MAT' :6063 -T5 0.232° 0.0er 1.015° 1.467° (40 MAT'L: GUSTO 0,062° 0.780" 6 MAT'L:8083-TO 2.888° moor (81) MAIL 0.232' 0.232° HIGH BOX SILL RISER MEGRIM BOX SIU. RISER LOW BOX SU RISER S L'�i FLAT SILL RISER MER FLAT SILL MIER HIGH FLAT SILL RISE, (24) MAT'L: 808348 (23) MA L: 808378 (21) MAT I.: 6083 -T8 NAVE: 6003-45 NAVE: 6083 48 (2 MAT1.: 608348 (28) MAT'L• 608346 "ion 1fl1 G NO WANGS 71118 MET ruancramitai =Taw" le MUM Eybrew M,kleett WroislOr Om* baba SMG68 IMMO tawatiew A A PER 42321 OHQ ateekaef Oft WM TECHNOLOGY MAC wawa FL 8498 PW Ft� 834274 EXTRUSIONS SERIES 770 ALUMINUM SOD - LMI SECTIO I NTS 122 I 23 J mewoes POMO P.EAWOE 8.089° ,ter_ 8u. "Or --Lc° 1.211° (1 0.081° - tier '-4J'lS7T" 0.081" -• 1 18 E T 7.108° 0.081° - (3 • T' : X78 8.86? 0.080° -J (10)•8 1.211° 828° Li 0.080° matt; 0.080° i 'K8, 'i K w .I NOOK4NGE 7?#S HEW w•msP • IF I. Tr . :I:K 119 (11 railer (17) MATL: 9090-711 aU0c WNW Me _Mk= iamo_M naixosoma tl°Ev Room A PERNIAVIONJECOMMENTS TECHNOLOGY DRIVE MOM PQ Xf88B PL NM EXTRUSIONS SERIES 770 ALUMINUM SOD - LAN 8611770 I NTS ! 23 d 28 I I C 1.° 0.081° tier (16)111AT'L:6083 -T8 Sr NNW A lb -la ' tsr **ratio Om ? * 4 ,4%.*.. STATE OF � ALY P.E P.F.36q� U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important Read the instructions on pages 1 -9. OMB No. 1880 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 307 N.E. 95m STREET Company NAtC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT10 AND LOTI1,LESS THE EAST5.82' OF LOTI I,BLOCK44,MIAMI SHORES SECIAMD PLAT,PB10- 70,FOLIO#11- 3206 - 013 -6000 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25 °51'45.8" Long. 80 °11'28.0" Horizontal Datum: ❑,.NAD 1927 F. NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number S A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosures) 2385 sq ft a) Square footage of attached garage an sq ft b) No. of permanent flood openings in the crawispace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 2 within 1.0 foot above adjacent grade Q c) Total net area of flood openings in A8.b 1540 sq in c) Total net area of flood openings in A9.b Q sq in d) Engineered flood openings? ❑ Yes to No d) Engineered flood openings? ❑ Yes t No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone I2086C0302L L Date Effective/Revised Date Zone(s) AO, use base flood depth) 09/11/09 09/11/09 X OUTSIDE 0.2% ANN.FLOODPLAIN B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139. ❑ FIS Profile in FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ► n NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes _� No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A4 A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized N683RVertical Datum NGVD -29 Conversion /Comments IAA e oil g uding basement, crawlspace, or enclosure floor) Q.70 or ontal structural member (V Zones only) ab) nary or equipment servicing the building nt and location in Comments) grade next to building (LAG) grade next to building (HAG) west elevation of deck or stairs, including c) d e) f) g) Hig h) grade a Port Check the measurement used. ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) 9..Q o feet ❑ meters (Puerto Rico only) 141 o feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑ No Certifier's Name ALBERT R. TOUSSAINT License Number 0907 Tale PRESIDENT Company Name A.R. TOUSSAINT & ASSOCIATES, INC. Address 620 N.E. 126th STREET Signatu City NORTH MIAMI State FL ZIP Code 33161 Date 02/01/12 Telephone 305-891-7340 PLArJE dee ER E • ALBERT R. TOUSSAINT RLS 907 February 1, 2012 ORDER # 14732 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 307 N.E. 95th STREET City MIAMI SHORESState FL ZIP Code 33138 For insurance Company Use: Policy Number Company NAIC Number - SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments ELEV =9.92, N.E. 95'" STREET ELEV =9.67, N.E. 31" AVENUE ELEV =9.98, VENT ELEV = 10.22, A.C. CONC. PAD ELEV =9.70, CRAWL SPACE ELEV =9.90, REAR BUILDING FLOOR LAT- -• ��r' ? OR,SINAT$ OBTAINED BY GOGGLE U.S. GEOLOGIC SURVEY Signature Date 02/01/12 ❑ Check -here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the I-lAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2, For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8=9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters '❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments rl Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community-Issued BFE) or Zone AO. G3. ❑ The following information (Items 64-09) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Complance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement 08. Elevation of as -buiit lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site : ❑ feet 0 meters (PR) Datum. G10. Community's design flood elevation • ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions 4 Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 307 N.E. 95th STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW REAR VIEW ....111■11.•••■■■•• MIMI* N.E. 96tri STREET N c■I 0 30' 30' bJ La get • 50' 1! 11 50' 122.49 5 8 7 6 :1 30' 30' XAC4TI,011. MAP: strIN)N 6 MR 53 S. ROE 42 L SCALE: 1*=100' LWALDZSOZEWN; SURVEY OF LOTS 10 AND 11, LESS THE EAST 5.82 U. i OF LOT 11, BLOCK 44, OF THE PLAT "AN AMENDED PLAT OF MIAMI SHORES" ' SECTION NO. 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. BEING LOCATED IN MIAMI SHORES. SKETCH OF SURVEY A. R. TOUSSAINT & ASSOCIATES, INC, LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO, LB-273 620 N.E. 126 .4.4., ' RIDA 33161 FB: 553 PG. 4 i o ii ) 893-13325 TEL (305) 891- 01/31/2012 FILE: 2012/1473 AS SHOWN AC C.9. C.B.S. lot i•°,2 1", ,•.- , CORD 6.4, 01' 21 ,-• 4 • MOS CLR = CLEM (WALL) DISK 0.H. = OWL HOLE ,, , - -,, ••:1- LK E/P = EDGE OF REOSIEREO MUD ENC = ENCROACHMENT (WALL) MAWR No. gliailKISEMA 10' 20' 40' 60' symnurs jam ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM, 1929. (NAVA) EMVIBIGERMEMQW. WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO ME BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER RULE 5J-17 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. SCALE: 1 INCH = 20 FEET ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED SURVEYOR AND MAPPER NO. 907 STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION 12-273 307 N.E. 9th STREET MIAMI SHORES, FLORIDA MIAMI—DADE COUNTY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Morgan Residence Builder Name: Street 307 NE 95th St. Permit Office: City, State, Zip: Miami Shores , Fl , - Permit Number: Owner. Morgan Residence Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 5 5. Is this a worst case? 6. Conditioned floor area above grade (ft2) 2766 Conditioned floor area below grade OP) 0 7. Wi ndows(480.3 sqft.) Description Area a. U-Factor Sgl, U�.60 480.33 ft2 SHGC: SHGC�.50 b. U- Fact: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (2766.0 soft.) Insulation Area a. Slab -On -Grade Edge Insulation R1.0 2766.00 fP b. N/A R= ft2 c. N/A R= ft2 9. Wall Types(3996.0 sgft.) Insulation Area a Concrete Block - Int Insul, Exterior R=5.0 3483.00 ft2 b. Interior Wall, interior R=13.0 360.00 ft2 c. Concrete Block - kit Insul, Adjacent R =11.0 153.00 ft2 d. N/A R= ft2 10. Ceifrng Types (2766.0 soft) Insulation Area a. Under Attic (Vented) R =30.0 2766.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 a Sup: Attic, Ret Attic, AH: RoomsinBkck1 6 346 b. Sup: Attic, Ret Attic, AH: RoomslnBlock2 6 274 12. Cooling systems kBtu/tr Efficiency a. Central Unit 38.0 SEER:19.00 b. Central Unit 35.9 SEER:18.30 c. Central Unit 16.0 SEER:15.00 13. Heating systems kBtu/hr Efficiency a Electric Strip Heat 27.3 COP:1.00 b. Electric Strip Heat 27.3 COP:1.00 c. Electric Strip Heat 17.6 COP:1.00 14. Hot water systems a. Electric Cap: 40 gallons b. Conservation features EF: 0.920 None 15. Credits Pstat Total Proposed Modified Loads: 65.55 PASS Glass/Floor Area: 0.174 Total Standard Reference Loads: 88.92 1 hereby «;,-.(' . that the • .: i and , p. (cations «• -1%. y this ca , - ( • are in co • ,.: j/; '° the • ; ,r! - gy Code PR : PARED B A ': if - Review of the plans and Tli� specifications covered by this �+� calculation indicates compliance y� , �/' with the Florida Energy Code. F* to Before construction is completed - 37' z 4. .z. , !va 0 tO - C - . DA / ..- this building will be inspected for I�� compliance with Section 553.908 Florida Statutes. CO ... BUILDING OFFICIAL: I «.3:∎ 1 a _+fit _ in «.,,, hereby p(i:, , «v with th . lorida r DATE: � � DATE - Compii ui ;' ` a cation by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with 4032.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/16/2012 9:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 • PROJECT Title: Morgan Residence Bedrooms: 5 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 2766 Lot # Owner. Morgan Residence Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBoolc Builder Name: Rotate Angle: 0 Street 307 NE 95th St. Permit Office: Cross Ventilation: County: Dade Jurisdiction: 232600 Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single-family Fl , - New/Eadsting: New (From Plans) Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blodcl 1282 11538 2 Blodc2 1014 9126 3 Block3 470 4230 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Intl ID Finished Cooled Heated 1 RoomsinBlodcl 1282 11538 No 2.31742588 4 1 Yes Yes Yes 2 RoomslnBlodd 1014 9126 Yes 1.83297180 0 2 Yes Yes Yes 3 RoomslnBlock3 470 4230 No 0.84960231 1 3 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge !mulatto RoornslnBlock1 152 ft 0 1282 ft2 — 0 0 1 2 Slab -On -Grade Edge insulatio RoomslnBlodc2 150 ft 0 1014 ft2 — 0 0 1 3 Slab -On -Grade Edge Insulatlo RoomslnBlock3 98 ft 0 470 ft2 — 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel tile 3093 ft2 692 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2766 ft2 N N 4/16/2012 9:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 4/16/2012 9:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING ✓ # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1282 ft2 0.11 Wood W 0.11 Wood ft2 0.11 Wood 2 Under Attic (Vented) RoomslnBlock2 30 1014 3 Under Attic (Vented) Room slnBlock3 30 470 WALLS Ftt ✓ # O mi ATrent Wan Tp Space R v Ft In E In Area Rh�i� Fraction � Gd% a rae 1 N Exterior Concrete Block - Int InsfiloomslnBloc 5 27 0 9 0 243 ft2 0 0.5 0 9 0 531 W 0 0.5 0 9 0 243 ft 0 0.5 0 9 0 351 ft2 0 0.5 0 9 0 270 W 0 0.5 0 9 0 288 ft2 0 0.5 0 9 0 279 W 0 0.5 0 9 0 513 W 0 0.5 0 9 0 306 W 0 0.5 0 9 0 153 W 0 0.5 0 9 0 306 W 0 0.5 0 9 0 153 W 0 0.01 0 9 180 W 0 0 0.75 0 9 180 ft2 0 0 0.75 0 2 E Exterior Concrete Block - Int InsRoomslnBloc 5 59 0 3 S Exterior Concrete Block - Int Ins(iloomslnBloc 5 27 0 4 W Exterior Concrete Block - Int IrsilloomslnBloc 5 39 0 5 N Exterior Concrete Blair - Int InsiifoomslnBloc 5 30 0 6 E Exterior Concrete Block - Int InsfiloomsinBloc 5 32 0 7 S Exterior Concrete Block - lnt IrmslnBloc 5 31 0 8 W Exterior Concrete Block - Int InstitoomsInBloc 5 57 0 9 N Exterior Concrete Block - Int InsiloomsInBloc 5 34 0 10 E Exterior Concrete Block - Int IrseloomslnBloc 5 17 0 11 S Exterior Concrete Block - Int InsiloomslnBloc 5 34 0 12 N Garage Concrete Block - Int InslomslnBloc 11 17 0 13 N Roomsin Interior Wall RoomslnBloc 13 20 14 N Roomsln interior Wall RoomslnBloc 13 20 DOORS ✓ # Omt Door Type Space Storms U -Value Width Height Ft In Ft In- Area 1 S Wood RoornsInBloc Wood 0.29 3 0 6 7 19.75 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. ✓ Wall # Omt ID Frame Panes NFRC U -Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 N 1 Metal Low-E Single Yes 0.6 0.5 N 36 W 1 ft 0 in 2 ft 0 in HERS 2006 None 6 W 1 ft 0 in 2 ft 0 in HERS 2006 None 36 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 6 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 84 W 1 ft 0 in 2 ft 0 in HERS 2006 None 36 W 1 ft 0 in 2 ft 0 in HERS 2006 None 12 W 1 it 0 in 2 ft 0 in HERS 2006 None 84 W 1 ft 0 in 2 ft 0 in HERS 2006 None 21 W 1 ft 0 in 2 ft 0 in HERS 2006 None 21 tF 1 ft 0 in 2 ft 0 in HERS 2006 None 42 W 1 ft 0 in 2 ft 0 in HERS 2006 None 12 W 1 ft 0 in 2 ft 0 in HERS 2006 None 2 N 1 Metal Low-E Single Yes 0.6 0.5 N 3 E 2 Metal Low-E Single Yes 0.6 0.5 N 4 E 2 Metal Low-E Single Yes 0.6 0.5 N 5 S 3 Metal Low-E Single Yes 0.6 0.5 N 6 W 4 Metal Low -E Single Yes 0.6 0.5 N 7 W 4 Metal Low-E Single Yes 0.6 0.5 N 8 N 5 Metal Low-E Single Yes 0.6 0.5 N 9 N 5 Metal Low-E Single Yes 0.6 0.5 N 10 N 5 Metal Low-E Single Yes 0.6 0.5 N 11 E 6 Metal Low-E Single Yes 0.6 0.5 N 12 E 6 Metal Low-E Single Yes 0.6 0.5 N 4/16/2012 9:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 4/16/2012 9:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. / V Wall # Omt ID Frame Panes NFRC Overhang U- Factor SHGC Storms Area Depth Separation Int Shade Screening 13 E 6 Metal Low-E Single Yes 0.6 0.5 N 6 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.6 0.5 N 12 ft2 1 ft 0 in 2 it 0 in HERS 2006 0.6 0.5 N 24 ft2 1 ft 0 In 2 ft 0 in HERS 2006 0.6 0.5 N 12 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.6 0.5 N 30.33333 1 ft 0 in 2 ft 0 in HERS 2006 None None None None None 14 W 8 Metal Low-E Single Yes 15 N 9 Metal Low-E Single Yes 16 E 10 Metal Low-E Single Yes 17 E 10 Metal Low-E Single Yes GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 fig 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 EA EglA ACH ACH 50 1 2 3 BySpaces Proposed SLA 0.000360 BySpaces Proposed SLA 0.000360 BySpaces Proposed SLA 0.000360 1210.5 66.458 124.98 02484 6.2952 957.50 52.565 98.857 02484 62952 443.81 24.364 45.821 0.2484 6.2952 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 2728 kBtu/hr 1 COP: 1 2728 kBtu/hr 2 COP: 1 17.6 kBtu/hr 3 sys#1 sys#2 Ductless 2 Elec is Strip Heat None 3 Electric Strip Heat None COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 19 38 kBtu/hr 1140 cfm 0.75 1 SEER: 18.3 35.9 kBhdhr 1077 cfrn 0.75 2 SEER: 15 16 kBtu/hr 480 cfm 0.75 3 sys#1 sys#2 Ductless 2 Central Unit Sprit 3 Central Unit Spilt HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None IF 4/16/2012 9:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS / — Supply — — Return — Air Percent HVAC # V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 346 W Attic 128 W DSEO.88 RoomsInBt83.0 c fm 0.00 % 0.00 0.60 1 1 2 Attic 6 274 W Attic 101 ft* DSEO.88 RoornslnBlB3.0 cfm 0.00 % 0.00 0.60 2 2 TEMPERATURES Programable HCIrtinng Venting Thermostat Y l�l Jan Jtitni pg Feb It L�J Mar Ceiling LXI � Fans: lxl l'41.1: y Jun Jul Aug Sep pg Oct IN Nov IC D Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ) PPM 78 78 78 78 78 78 78 78 7788 7788 80 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/1612012 9:15 PM EnergyGauge® USA - FiaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 307 NE 95th St. Miami Shores, Fl, - PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENTS) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & ccntroIS 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 50327.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or dearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, craw ispaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Siang calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/nee walls 405.2.1 R -19 space permitting. 4/16/2012 8:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 307 NE 95th St., Miami Shores, FI, New (From Plans) Single-family 1 5 No 2766 7. Windows" Description a. U- Factor. SgI, U4.60 SHGC: SHGC4150 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types Insulation a. Slab-On-Grade Edge Insulation R4.1.0 b. N/A R= c. N/A R= Area 480.33 ft2 ft2 ft2 ft2 1.000 ft. 0.500 Area 2766.00 ft2 ft2 ft2 9. Wall Types a Concrete Block - Int Instil, Exterior b. Interior Wall, Interior c. Concrete Block - Int maul, Adjacent d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a Sup: Attic, Ret Attic, AH: RoomslnBloci l b. Sup: Attic, Ret Attic, AH: RoomslnBlock2 Insulation Area R =5.0 3483.00 ft2 R =13.0 360.00 ft2 R =11.0 153.00 ft2 R= ft2 Insulation Area R =30.0 2766.00 ft2 R= ft2 R= ft2 R ft2 6 346 6 274 12. Cooling systems a. Central Unit b. Central Unit c. Central Unit 13. Heating systems a Electric Strip Heat b. Electric Strip Heat c. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: S 12 - I Z Address of New Home: o 1 ` S-711' City/FL Zip: 31 / e *Note: This is not a mortgage (EEM) i 638 -1492 inform staff. kBtu/hr Efficiency 38.0 SEER:19.00 35.9 SEER:18.30 16.0 SEER:15.00 kBtu/hr Efficiency 27.3 COP:1.00 27.3 COP:1.00 17.6 COP:1.00 Cap: 40 gallons EF: 0.92 Pstat Energy Rating. If your Index is below 70, your home may qualify for energy efficient you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) uge web site at energygauge.com for information and a list of certified Raters. For ,,ding Code, Energy Conservation, contact the Florida Building Commission's support **Label r the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software I HVAC Load Calculations for Morgan Residence 307 NE 95th St. Miami Shores, Florida. RHVACMIRES EINITAL HVAC LOADS Tuesday, January 17, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. a C:\Program Files\Elite\Rhvacw\Projects \MORGAN RESIDENCE.rhv Tuesday, January 17, 2012, 11:14 AM Rhvac - Residential &Light Commercial HVAC Loads Elite Software Development, Inc. Page 3 System 1 NC -1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 C-cb: Glazing - Single pane window with storm, dear, 207 3,365 0 9,738 9,738 metal frame with break, ground reflectance = 0.23, u- value 0.60, SHGC 0.50 13A -5ocs: Wall - Block, board insulation only, R-5 board 1161 3,628 0 3,381 3,381 insulation, open core, siding finish 16D -30: Roof /Ceiling -Under Attic with Insulation on Attic 1282 1,570 0 2,387 2,387 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R -30 insulation 22A pl-c: Floor -Slab on grade, No edge insulation, no 152 3,758 0 0 0 insulation below floor, carpet covering, passive, light dry soil Subtotals for structure: 12,321 0 15,506 15,506 People: 5 1,000 1,150 2,150 Equipment: 500 1,800 2,300 Lighting: 500 1,705 1,705 Ductwork: 8,301 2,346 5,309 7,655 Infiltration: Winter CFM: 186, Summer CFM: 98 5,127 3,926 2,038 5,964 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 A/C-1 Load Totals: 25,749 7,772 27,508 35,280 Check Figures Supply CFM: 1,471 CFM Per Square ft.: 1.148 Square ft. of Room Area: 1,282 Square ft. Per Ton: 436 Volume (ft3) of Cond. Space: 12,820 System Loads Total Heating Required Including Ventilation Air. 25,749 Btuh 25.749 MBH Total Sensible Gain: 27,508 Btuh 78 % Total Latent Gain: 7,772 Btuh 22 % Total Cooling Required Including Ventilation Air. 35,280 Btuh 2.94 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program Files\Elite\Rhvacw\Projects \MORGAN RESIDENCE.rhv Tuesday, January 17, 2012, 11:14 AM C:\Program Files \ElitelRhvacw\Projects\MORGAN RESIDENCE.rhv Tuesday, January 17, 2012, 11:14 AM. Rhos - Residential & Light Commercial HtfAC;L.oads Elite Software Development,' Inc, Page 4 System 2 NC -2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 C-cb: Glazing - Single pane window with storm, dear, 186 3,023 0 8,082 8,082 metal frame with break, ground reflectance = 0.23, u- value 0.60, SHGC 0.50 I 3A 5ocs: Wall - Block, board insulation only, R-5 board 1164 3,638 0 3,390 3,390 insulation, open core, siding finish 16D -30: Roof /Ceiling -Under Attic with Insulation on Attic 1014 1,242 0 1,888 1,888 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A -pl -c: Floor -Slab on grade, No edge insulation, no 150 3,709 0 0 0 insulation below floor, carpet covering, passive, light dry soil Subtotals for structure: 11,612 0 13,360 13,360 People: 2 400 460 860 Equipment: 300 2,400 2,700 Lighting: 400 1,364 1,364 Ductwork: 6,572 1,854 4,212 6,066 Infiltration: Winter CFM: 169, Summer CFM: 135 4,633 5,415 2,811 8,226 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 A/C-2 Load Totals: 22,817 7,969 24,607 32,576 Check Figures Supply CFM: 1,316 CFM Per Square ft.: 1.298 Square ft. of Room Area: 1,014 Square ft. Per Ton: 374 Volume (ft3) of Cond. Space: 10,140 System Loads Total Heating Required Including Ventilation Air: 22,817 Btuh 22.817 MBH Total Sensible Gain: 24,607 Btuh 76 % Total Latent Gain: 7,969 Btuh 24 % Total Cooling Required Including Ventilation Air. 32,576 Btuh 2.71 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program Files \ElitelRhvacw\Projects\MORGAN RESIDENCE.rhv Tuesday, January 17, 2012, 11:14 AM. C:\Program Files\Elite\Rhvacw \Projects \MORGAN RESIDENCE.rhv Tuesday, January 17, 2012, 11:14 AM Rhvac - Residential & Light Commercial HYAC l.oa+ Pages :. Elite Software Development, Inc. System 3 A/C -3 Summary Loads Component - Area Sen '` Lat Sen Total Description Quan Loss Gain Gain Gain 1 C-cb: Glazing - Single pane window with storm, clear, 71 1,154 0 2,515 2,515 metal frame with break, ground reflectance = 0.23, u- value 0.60, SHGC 0.50 13A 5ocs: Wall - Block, board insulation only, R-5 board 694 2,169 0 2,022 2,022 insulation, open core, siding finish I 3A 5ocs: Part-Block, board insulation only, R -5 board 117 293 0 293 293 insulation, open core, siding finish 16D -19: Roof /Ceiling -Under Attic with Insulation on Attic 470 576 0 875 875 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R -19 insulation 22A pl -c: Floor -Slab on grade, No edge insulation, no 98 2,423 0 0 0 insulation below floor, carpet covering, passive, light dry soil Subtotals for structure: 6,615 0 5,705 5,705 People: 2 400 460 860 Equipment 300 500 800 Lighting: 300 1,023 1,023 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 75, Summer CFM: 25 2,056 1,009 524 1,533 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 3 NC-3 Load Totals: 8,671 1,709 8,212 9,921 Check Figures Supply CFM: 439 CFM Per Square ft.: 0.935 Square ft of Room Area: 470 Square ft. Per Ton: 568 Volume (ft3) of Cond. Space: 4,700 System Loads Total Heating Required Including Ventilation Air. 8,671 Btuh 8.671 MBH Total Sensible Gain: 8,212 Btuh 83 % Total Latent Gain: 1,709 Btuh 17 % Total Cooling Required Including Ventilation Air. 9,921 Btuh 0.83 Tons (Based On Sensible + Latent) I Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Ai C:\Program Files\Elite\Rhvacw \Projects \MORGAN RESIDENCE.rhv Tuesday, January 17, 2012, 11:14 AM • I. rMUwwU a liniaa 10.62' 0 26.5' i 02' 11.7' 24.90' • / 20.2 ONE ST$Y C.B.S. /RESIDENCE No. 307 d .O'� 2,3851 S.F. X4.3' ao /FLQ0RFLLEV 1 1.34 ; //1/2.(y/ 10.0 .a 22.8 30' 30' to w '0 s... M z 30' 130' N.E. 96th STREET 50' ) s 50' 122.49 5 n9 8 6 • GALDESf 4N: N.E. 95th SURVEY OF LOTS 10 AND 11, LESS THE EAST 5.82 FEET OF LOT 11, BLOCK 44, OF THE PLAT AN AMENDED PLAT OF MIAMI SHORES ", SECTION NO. 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. BEING LOCATED IN MIAMI SHORES. SKETCH OF SURVEY A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 TEL: (305) 891 -7340 FAX: (305) 893 -0325 FB: 553 PG. 46,49 -51 DATE: 01/31/2012 FILE: 2012/14732 SCALE: AS SHOWN C.B. „ C.B.S. = CI.R= A EPIC r {i,li CT TO rOMPi_1AN6F WITH •ALL FEL EFIAL )■ t11` _ I tl - ANr n7`C;l lL FTIf ARC ,�' CAC CON= ECK SIB CLEAR (WALL) DRILL IDLE PAYMENT EDGE a ENCROACHMENT (MALL) PI). = FOUND LP. a IRON PIPE LB = LAD SPOOR &MESS N&D RLS us us REGISTERED LAND PROPERTY LINE RSURVEYOR Na. GRAPHIC SCALE: 10' 20' 40' 60' SCALE: 1 INCH = 20 FEET LOCATION MAP: SECTION 6 TI'. 53 S. R E 42 E. SCALE: 1 *=1OO' SURVEYOR'S NOTE: ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM, 1929. (N.G.V.D.) SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BEUEF AS RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS SURVEY COMPUES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER RULE 5J -17 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. ORDER: 14879; 10- 11 -13: REVISED TO SHOW POOL OTHER NEW FEATURES ALBERT R. TOUSSAINT REVISED, 07 -03 -2013: TO SHOW REGISTERED ENGINEER NO. 8939 REGISTERED SURVEYOR EDGE OF POOL AND EDGE OF STATE NO. 9O7 OF FLORIDA DECK AT EAST PROPERTY LINE. FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 DATE: JANUARY 31, 2012 SCALE :1" = 20' 307 N.E. 95th STREET MIAMI SHORES, FLORIDA MIAMI --DADS COUNTY DRAWING NUMBER 14732 14879 SHEET 1 OF 1 DRAWN BY: WT Certificate, of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Residential Construction MARY MORGAN Bldg. Permit No. Contractor Date Issued RC -6 -12 -1004 ORONI INC 07/14/2014 Construction Type INTERIOR REMODEL Occupancy r 3. it Type/Load Square Footage 2000 Applicable jP .a1 307 NE 95 Street Code Single Family R -3 2010 FLORIDA BUILDING CODE ` ° Building Officials Approval Ismael aranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE INSPE ION RECORD Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33/ 38-0000 Phone: 1305)795 -2204 Fax (3053756 -3972 Issue Date: 8/7/2012 'emi t 7'yp . tes.identiat Constriction INSPECTION REQUESTS: (305)762 -4949 or Log on at https:// bldg.miamishoreSvillage.comicap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOW9NG BUSINESS DAY., zx Requests must be received by 3 pm for following day Inspections. ��I� ■ ! I I f I �I11 Parcel #:113206036000 Work Classification: Alteration Residential Construction Owner's Name: MARY MORGAN Job Address: 307 NE 95 Street Miami SioreS ' FL 33138 - Bond Number: Cantractor(sJ ORONI INC Phone Primary Contractor ;,.(305)685 -0412 Yes Expires: 02/03/2013 Owner's Phone: Total Square Feet: Total Job Valuation: (305)606-2098 2000 $ 135 700,00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:00PM. NO WORK IS ALLOWED ON SU OR HOLIDAYS. INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRID UILDINifa 4.NSPEOTIONS DONg ON NO INSPECTION WILL BE MADE UNLESS THE PERIVIIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT' WORK I'S ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NCR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE R EMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER;. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE M iIENCING QRK OR0; dCORDING YQ NOTICE OF C IMENCEMENT.. INSPECTION MC:ORD.,. ZONING Po-undatkm terrwail: :Slab PLUMBING INSPECT'aN .. Zones Gotumns CSikig Grid Drywall Firewwalf :' wire Lath`. Pool. Steel Pole.. . ?OOl' et Niche rider" ourid Pcot; Deo* Finat,pool Einat Fence Screen Enclosure Slab Via!! Ro Hough • ndflou EfirlkA 12 2 MU I [MIA ir=1141,7i. 11/1 arlail=1110111 MEd zrartaimiamsurefrA Septic Tani w+er Hook -up Roof Drains LP "Tank Well . ;. "•_' .:Sprinklers lin Drain Piping Backflow Prevent() Interco tor C *tear SasiriS Condanaate;Drains HRS' Final FINAL Driveway . Basle;.: Tin?Cap...:..:. Roof in Progress mop in Progress Final Roof Shutters Attachment Final Shutters AD.A_ corn "':wipe. FINAL Cable Po Cable Final Intercom Rough ihtercorri Final MECHANICAL DOCUMENTS .. Soil Bear 1n9 Cart Soil Treatment Cert Flea` Elevation *rye , F einf Unit klas Pert tnSUi Certificate Service_ Work. With FINAL -i .; imp NT DATE tNSP Unite: Quad -`t> r� pp�rIIIy MEM OEM relation RQUgh . od Rough F; +Prot Reefer POMO MOM FINAL MUM Mat r , Find fi and Fine Ventilation Darla County eistpartatont • 26 Street. hunt, Fl .4.117 5.2474 Permit No: let ENE#GY, SOUND AND IMPACT CERTIFICATE sir STATEMENT OF COMPLIANCE • tnthnsi hweby certify that thy ENERCV. SOUND AND IMPACT INSULATION has been installed In *hr; *tower In tompliance with the Mita edition of Mr FLORIDA BUILDING CODE, the APPROVED ENERGY IA and Plans and in accordance with good construcliort practice. TIN' insulation furnished and installed has the lashawn below: (check only applicable boxes) casWafls insulation: (min.): material: nchites); Density: fraireatMetal Stud Wal Material. test: Density: Mfgr: Id concrete walls: maled31: Let.): Density: W(r: Interior walls separating NC from non A/C spaces insulation l (Mn.) maima Thickness: inch feS): DertSily: MALY RESIDENTIAL CONSTRUCTION ONLY I The COMMON (Party) walls to two separate conditioned , • shalt be insulated to a minimum of R-1 for Intone walls, and to R.3 art both sides of common masonry walls See COOS, 20071 parag raph 13.602. ABC. I .1, on page 13.74, latest edition. These °minimum levels of insulatlere, hided In the Ener y.C&CUlat10. but shallbe installed in the Maid. • , insulation (Mhs.); Material: inch test: Density: lb/re mist: Nails. *pattitions, and ifloor/ceiling assemblies ixtween dwelling units or between dwelling units and adjacent public areas such as halts, COITICIOfe. star?.. etc. must haw a sound trartsrnission cleft (STO of not less than 50 4004 must maintain the required rating). ng assemblies between dwelling units or between dwelling units and 1;ubli tubs, etc. must h impact insulation class 010 rating of not less than.' O. photocopies of this shoot in your office, es required for future 'lei's. . ' VPMSMONIMM~NNIVR Centrattnr-CC ilding Company Name tractor insulating ellincretel use oppeppristte (omits. DA le art tried: separate from this one. 111)141110 sw :1111i'11111,11,111,,, ai lli STATE OF FLOR DEPARTMENT OF ONSITE SEWAGE CONSTRUCTION I T NO. (10. 3 g.&4„) PAID: PAID: IPT #: APPLICANT: AGENT: . PROPERTY ADDRESS: LOT: -4B -4 /BLOCK: TANK [ •] [01] [ 3 (023 [ 3 [03] [ ] [04] [ ] [05] [ ] [06] [ 3 [07] [ ] [08] [ ] [09] INSTALLATION TANK SIZE [1] TANK MATERIAL OUTLET DEVICE p` �;^;-�-- MULTI-CHAMBERED ,1..:) / ,OUTLET FILTER LEGEND /3- o yy f3 [ WATERTIGHTt._ LEVEL DEPTH TO LID -1-1‘ DRAINFIELD INSTALLATION (10] AREA [11/SXj5 � [2] 8' y QFT TRIBUTION BOX HEADER ] [293 ] [30] 3 [31] ] [32] ] [333 ] [34] ] [35] DITCHES PRIVATE WELLS PUBI /C WELLS IRRIGATION WELLS POTABLE WATER LINES BUILDING FOUNDATION PROPERTY LINES OTHER FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS FT FT FT FT FT FT FT FT WITH SITE PLAN t [ ] [ 3 CONSTRUCTIO FINAL SYST PRO CHD DATE: 12 S") z P O D /DISAPPROVED] u4,xd/ 6....... -i' 9 e CHD DATE /2: 5\-"t"-44. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC Page 2 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DIPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: AGENT: PROPERTY ADDRESS: �,,,�� a N. LOT: ®^�,�B: X: SUBDIVISION: CHECKED (xi ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR PNRMIT NO. ,4i" -JJ 4.,. DATE PAID: FEE PAID: RECEIPT #: PROPERTY ID #: RULE AND MUST BE CORRECTED. TANK INSTALLATION (01.1 TANK SIZE [1] (021 TANK MATERIAL (03I OUTLET DEVICE [ ®4] [0 [0�6I 0 71 lrCwl [2] MULTI - CHAMBERED 0/ N ].e••• [ OUTLET FILTER 7mac-? [ LEGEND J3 —o V -J.2. .442C- [ WATERTIGHT [ [ LEVEL �/ [ DEPTH TO LID D DRAINFIELD INSTALLATION [101 AREA (11/.5%.5:4 [2] eYCEQFT 1111 DISTRIBUTION BOX _ HEADER ✓ [ [12] NUMBER OF DRAINLINES _" [ 113] DRAINLINE SEPARATION g '— [ [141 DRAINLINE SLOPE [15] DEPTH OF COVER)Y'" [16] ELEVATION [ABOVE [17] SYSTEM LOCATION (181 DOSING PUMPS [19] AGGREGATE SIZE of/ (20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH A/ 71� FILL / EXCAVATION MATERIAL [22] FILL AMOUNT 3 (23] FILL TEXTURE' [24] EXCAVATION DEPTH [25] AREA REPLACED 1261 REPLACEMENT MATERIAL, BM EXPLANATION OF VIOLATIONS / REMARKS: C ] C ] I ] [ 3 CONSTRUCTIO AINAL SYS PRO /DISAPPROVED] PRO cD /DISAPPROVED] SETBACKS [27] SURFACE WATER FT [28] DITCHES FT [29] PRIVATE WELLS FT [30] PUBLIC WELLS FT [31] IRRIGATION WELLS FT [32] POTABLE WATER LINES � FT [331 BUILDING FOUNDATION [34] PROPERTY LINES [35] OTHER FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION UNOBSTRUCTED AREA STORMWATER RUNOFF ALARMS MAINTENANCE AGREEMENT BUILDING AREA LOCATION CONFORMS WITH SITE PLAN! FINAL SITE G ING CONTRACTOR �-'g -� OTHER [ [40] [ -I' [41] (11 [42] [ l [431 ( A [44] [ r [45] [ --'1' [46] [ [47] C ] [48] ABANDONMENT [49] TANK PUMPED 12/ 94 [50] TANK CRUSHED & FILLED ./. /--C/ ) . dv/a-' )H 4016, 08/09 (Obsoletes all previous :ncorporated: 64E- 6.003, FAC NOn add•ft thep DATE: I .Z - SV Z em , �_ A V CHD DATE Y 2,- .. S editions which may not be used) Page 2 of 3 MAIM A. CAME®EEL ACCT 373 N.E. MID OEM MLMU StiCEES. tA. 33139 754231 S o 1 75S -7NC Date: November 3, 2013 Miami Shores Village Building Department. 10050 N.E. rd Avenue Miami Shores, Florida 33138 A- UK. # 008074 Re: Permit # RC12 -1004 interior renovation Morgan Residence 307 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 -013 -6000 Attn: Building Department, 1, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. questions or need any additional information please do not hesitate STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DIPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: AGENT: PERMIT NO. /41 1% 7 �a DATE PAID; —`3 � i FEE PAID: RECEIPT ##: PROPERTY ADDRESS: BLOCK: -< -.(_ SUBDIVISION: PROPERTY ID #: CHECKED [X] ITEMS ARE NOT COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [ [011 TANK SIZE [1] z d [2] [ ] [02] TANK MATERIAL C [ 1 [03] OUTLET DEVICE [ ] [04] MULTI- CHAMBERED / N [ 1 [053 OUTLET FILTER [ 1 [06] LEGEND -0 [ I [07j WATERTIGHT [ ] [08] LEVEL [ 1 [091 DEPTH TO LID S-1 cAr f DRAINFIELD INSTALLATION 1 [101 AREA [1�'.$ [2] 4 ,QFT ] [111 DISTRIBUTION BOX HEADER ] [121 NUMBER OF DRAINLINES [ 1 [13] DRAINLINE SEPARATION 4 1 [14] DRAINLINE SLOPE l [151 DEPTH OF COVERJ`�"��,, l [161 ELEVATION £ABOVEQ�7 O BM ] [173 SYSTEM LOCATION 1 [18] DOSING PUMPS 1 [19] AGGREGATE SIZE A./.744 [20] AGGREGATE EXCESSIVE NES ] [211 AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT 9 [23] FILL TEXTURE [24] EXCAVATION DEPTH 251 AREA REPLACED 261 REPLACEMENT MATERIAL ON OF VIOLATIONS / REMARKS: 1 ) SETBACKS I [27] SURFACE WATER ] [28] DITCHES FT 1 [29] PRIVATE WEI.,I,S FT ] [30] PUB r,,IC WELLS FT ] [31] IRRIGATION WELLS FT ] [32] POTABLE WATER LINES FT J [33] BUILDING FOUNDATION FT ] [34] PROPERTY LINES 3 [35] OTHER FT Fr. FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [ 4--]' [40] UNOBSTRUCTED AREA [-I' [41] STORMWATER RUNOFF [ I I [42] ALARMS [ 1 [43] MAINTENANCE AGREEMENT [ /1 [44] BUILDING AREA [451 LOCATION CONFORMS WITH SITE PLAN. [ -"` ]- [46] FINAL SITE G ING [47] CONTRACTOR [ 1 [48] OTHER ABANDONMENT 4R [49] TANK PUMPED i 51 /L [50] TANK CRUSHED & FILLED /DISAPPROVED] D /DISAPPROVED) soletes all previous editions 6.003, FAC which may CHO DATE: / Z '� CHO DATE Z not be used) Page 2 of 3 APPLICANT: AGENT: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DIPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL PROPERTY ADDRESS: 3 C> 2 //1 LOT:-/47 -4/BLOCK: SUBDIVISION: PERMIT NO. /q ,/a / •..1 (9..a. P ` DATE PAID: c� FEE PAID: RECEIPT #: PROPERTY ID #: CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK [ l [01] [ ] [021 [ ] (03] INSTALLATION TANK SIZE [1] /ZOO [2] TANK MATERIAL Gam• °cCitQ... [ OUTLET DEVICE [ ] [04] MULTI - CHAMBERED/ N ]- [ [ ] [05] OUTLET FILTER 7.- �r_ [ [ 1 [06] LEGEND LY--Q y —./....2.-42 [ [ ] [07] WATERTIGHT [ [ ] [08] LEVEL ..7.),/ (. [ 1 [09] DEPTH TO LID `5-."D-,. -,- „4.a_.1 SETBACKS J (27] SURFACE WATER ] [28] DITCHES ] [29] PRIVATE WELLS ] [30] PUBLIC WELLS ] [31] IRRIGATION WELLS ] [32] POTABLE WATER LINES ] [33] BUILDING FOUNDATION ] [34] PROPERTY LINES ] [35] OTHER FT FT FT FT FT FT �`- FT FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ ] [10] AREA [114.5%..576 [2] FK:hFT [ ] [36] DRAINFIELD COVER lj . DISTRIBUTION BOX HEADER t.-'` [ ] [37] SHOULDERS D'IVIS!O N O Environmental Health Gbridla Depyartn e-•nt of Health ade County Hkealth Department OSTDS /Well Division 1,1!505 SW-.26 St. .Miami, FL 33175 if • [ [ I [ ] d 3MENT 3 WITH SITE PLAN. VG S7) ILLED / / ).2 CONSTRUCTIO PPROV FINAL SYST APPROV /DISAPPROVED) ' --�..' '2. C...� CHD D /DI SAP PROVED ] DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC DATE : / 2 " Ste) 2 DATE/ .,2,- S I \ Page 2 of 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Nov 0 62012 FBC 20 Permit No. Master Permit No. 2_"-1 co 9 Permit Type: BUILDING ROOFING JOB ADDRESS: 6 '"l r� City: Miami §hores County: Folio/Parcel #: ' i 72 0 (2, '0)1 " 6 000 Is the Building Historically Designated: Yes Miami Dade Zip: 77 17 e NO Flood Zone: OWNER: Name (Fee Simple Titleholder): AlkAr l7*ia.) Lb tC/k MPk t MAIAikhone #: 30S.-I (I b ' I-C/G6 Address: 307 1 1? City: m I ( S f1/ 5 State: Zip: } J f 3 Tenant/Lessee Name: . Phone #: Email: Phone #: ,1) 6 S^ 621-0 CONTRACTOR: Company Name: / ()J ‘ Is fc.-- Address: I 6 q 1U l)J CC— City: \i\. J-1/4-. State: Zip: '3i 6 O G Qualifier Name: na-[.- Lt-S' Phone #: State Certification or Registration #: P- c/t)S-11 Certificate of Competency #: Email Address: Contact Phone #: DESIGNER: Architect/Engineer: 1\142-t-- CA-N -P Phone #: Value of Work for this permit: $ l / Square/Linear Footage of Work: Type of Work: l]Addition OAlteration New ❑Repair/Replace Description of Work: 2i4VL S Q C' 4-cA'l-044-4 -- Cot./ wt") (A) Qvkftvv r4's i2A-YwutAzt9 tv ) s (, I vi ODemolition Color thru tile: *** * ** **f*********** ********** ********* Fees**************** * * * *** ** * * ************* *x *** Submittal Fee $ Permit Fee $ 0� Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $. .' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby mttde to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ` Owner or Agent The foregoing instrument was acknowledged before me this day of cC-1— , 20 Iai, by (Zs i.• s 1 who is personally known to me or who has produce cti. 1..5o/0 - 01; . OGIA' Ridentification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co Signature Contractor The foregoing instrument was acknowledged before me this / 7— day of , 20 (Z rby c'5/4t.4 lit who is pe onally known me or who has produced CO as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comm **************** **************************** ****+ x**** * * * ***** **** **** **** **** * ** * *****mix * * ***** APPROVED BY \7! /1,7/17--Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised (17 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: Q Vn 4r 5 City: Miami chores Folio/Parcel #: It ---S Z-0 (o '''41' - (oat FBC 20 NOV 062012 Permit No. EU ••• Master Permit No. V—C-1( 001 County: Miami Dade Zip: 33 ) 7 `G Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): �) L K � 1'a ' hone#: �� J Address: 302 iYk cis-70- S City: rvl e kn t % State: t'.- Zip: 73;3 6 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: t— L'r 11 S T-` cd ' I CO 'Done #: Address: (-29)4.9 ct-J 2 a '}z -rr City: c)'-e (.'P- ( State: Qualifier Name: �%n..c� i c-0' �1---0- State Certification or Registration #: 6c--- ( 3 40 63 1 9 ( 4 Certificate of Competency #: Contact Phone#: -11:34' —3 c1_67 S3 Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ . _ t5 Square/Linear F Type of Work: OAddress OAlteration ❑New ❑ r p ` eplace ODemolition Description of Work: �' .- tU4Nt TO (2psvt /i S Zip: 3 (? Phone #: 6 ` 39 rs —6 ?O * * * ** * * ** ***** ************* ********** Fees********** ***** ** * * * * * * * * *** *** * * * *** * * * * * ** Submittal Fee $ Permit Fee $ >57" CCF $ - CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby mode to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ivhich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not e approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing instrument was acknowledged before me this" The foregoing instrument was acknowledged before me this day f 20 , by �'' i , day of ear- a , 20 i —by `�7 ''' 4 Sc� e� , Y who is personals known to me or who has produced Signature Contractor who is personally known to me or who has produced��L e As identification and who did take an oath. Ex' NOTARY PUBLIC: Sign: Print: My * * * * * * * * * * * * * * * * ** APPROVED B as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Com **************************************************** * ******** * * ********* *********** �¢l r Plans Examiner Zoning (// Structural Review Clerk V% /t <6 liviX7— Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /I0 /2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Nov 0 6 2012 FBC20 y Permit No. i ° c1 — 1°0 (10 Master Permit No. �G Z� ) CC59 Permit Type: MECHANICAL JOB ADDRESS: !J 7 A/C 9 c ' -P?"Wl" City: Miami Fhores County: Miami Dade Zip: 31 11 Folio/Parcel #: 11 " 0--o (a > 013 . 6000 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):A4' i KZ V11411.74 okl-A MePhone #:3C 6 (i ° 7 4 q ea Address: c ' City: y✓! ikA1 1 S P -Oft/t State: Zip: 33 i , Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Pa IS.Ct_ Sot v -fir seons5 Phone #: 934' $ `G Z- 4845 Address: (t fit b.le kg( t 4 4 400 City: ; o. ems= State: F C. Zip: '3'I t Qualifier Name: S wrq 5 A'�dwi, State Certification or Registration d #: C AC tR t S ■ %$ Certificate of Competency #: Contact Phone #: Ilgs, • .2.O8- So Vt. Email Address: 5A4C-c3 0 (, f jc.W%O . ,,,,At DESIGNER: ngineer: M CAtrtif5 E-1--L- Phone #: 4$(o - tot- S•?le, Phone #:'3 °S.- 52-£. `f 0 3`7 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address DAlteration Description of Work: < L 01 w% : "1—O �� W Giksv UNew ❑Repair/Replace ❑Demolition ******** f** * ****** *** ********** ** * *j***** Fees ** :**** * ** * * ** * * * ** * * * *** x * * ***** ** * **x *** ** Submittal Fee $ Permit Fee $ `S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ It Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of e`� , 20 l2._, by p 11 C t , who is personally known to me or who has producedbC._ ((D L As identification and who did take an oath. NOTARY PUBLIC: Sri �Fcmtf�f�r The foregoing instrument was acknowledged before me this day of , 20 17; by 5e-r--&-k) who is personally d lly known to me or who has produce t/tJ f t Y as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Corn LORES LOPEZ i COMMISSION # EE166097 EXPIRES Match 10, 2016 (843 flatbtsllSwioscorn ******************0*********** *** x4 **** ***** ****** * * * * * * * * * ** * * *** * * * ** *** ** x **** ** * *** *** *+x***** **** * ** APPROVED BY y' U ) \ ' C ans Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk HVAC Load Calculations for Morgan Residence 307 NE 95th St. Miami Shores, Florida. NOV 05,2012 CITY4 COPY HV RESIDENTIAL, HVAC LOADS ay, October 19, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Project Report '/AY-1172(Sialziy 471s, /7AP//1 Project Title: Project Date: Client Name: Client Address: Client City: Company Name: Tuesday, March 24, 2009 Morgan Residence 307 NE 95th St. Miami Shores, Florida. Mark A. Campbell /(.7./Lj" : : rr,,,MFM,Iff.ffifOrMIMENITtaW11/WiegeOMPAM,I,ArMAI Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Winter: Summer: 17'47,74/1,7 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference 47 44.1 80% n/a 72 n/a 91 77 54% 50% 74 55 lq,U1''Az,w,,,ilaiLdiA, 4-4,at4A1411.1K.,.=„,, Aea%ikzdIIIIqV41:dgxgggriffaa.AGOAta Total Building Supply CFM: 3,523 CFM Per Square ft.: 1.279 Square ft. of Room Area: 2,755 Square ft. Per Ton: 448 Volume (ft3) of Cond. Space: 25,265 ';21111:91AICEZ /ff „„/ Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: /7",#/ 60,452 Btuh 65,871 Btuh 7,937 Btuh 73,808 Btuh 60.452 MBH 89 % 11 % 6.15 Tons (Based On Sensible + Latent) ZAP' / Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers performance data at your design conditions. C:\Program Files\Elite\Rhvacw\Projects\MORGAN RESIDENCE.rhv Friday, October 19, 2012, 10:31 AM System 1 NC -1 Summary Loads ygsy 'err ♦ // jj / //% ywA„,./. W Storm Window: Glazing -Storm Window, garden, ground reflectance = 0.32, u -value 0.62, SHGC 0.49 13A -5ocs: Wall - Block, board insulation only, R -5 board insulation, open core, siding finish 16D -30: Roof /Ceiling -Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R -30 insulation 22A -pl-c: Floor -Slab on grade, No edge insulation, no insulation below floor, carpet covering, passive, light dry soil 359 15,311 1432 4,475 1785 2,187 0 25,575 0 3,813 0 3,149 199 4,920 0 0 25,575 3,813 3,149 0 Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 129, Summer CFM: 54 Ventilation: Winter CFM: 0, Summer CFM: 0 26,893 0 5 1,000 200 500 7,545 3,540 0 1,115 2,005 0 32,537 32,537 1,150 2,150 600 800 1,705 1,705 3,667 4,782 1,001 3,006 0 0 System 1 A/C -1 Load Totals: 37,978 4,320 40,660 44,980 ql % %rrai : 's:,l%�:::'J,f %' %ii':. , �% ia.,'?n?;3� s'%''r!:'s";q n::%, 7 % i' "/.,'>';%%ri ' ,AJ! - % _ ,:'�lJ�','"7 /�J .,,r. ..r %' %'ss "s „aaiJ., , !rir / ..i;.,.! „! „ �1, , !..'rte., r ,i , / ,,..r. %�,. , /I I /.! . , f.ff, �� . 'r /.. /.., r r �� ,�.t „IJ//l„ / /.,,f . % /i!,Li'!rlr�r.�ri,,......., //. , ,,., . .ri/ r e�. _ <- ,h�;6:�ir% %�i/� %ir.,!/�� %r/%��iii% Graff✓% �fii��/✓ ��:.r / /�j�� %��i riGiL.�rd/!fi ;�r � /;� /�.!/rr'�ii� ll %f'i��''!�'ri % /ir �� Supply CFM: 2,175 CFM Per Square ft.: 1.218 Square ft. of Room Area: 1,785 Square ft. Per Ton: 476 Volume (ft3) of Cond. Space: 16,065 %'! f?'s"��/ i � . /'%lam !i %i % /.� "' %% r /J% / /%'i'� ' �.// 1, „♦ / �/. ,/♦ /,.. %. ,�! :// /, / ., r /./! / /!././/, r Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: IxAPIDA "J � !� %'''��l/ % % r /J/ J/ ii r'% / / / %% /i� j' j'? ss��i... J1/ !i i ri //j // !%'///rr#: �y;"'/,��/� %7'/f//'''/''' :/ Cf/J 'r'/''''' %� �'J////�/r %/,% .' oIl jr 37.978 MBH 90 10 % 3.75 Tons (Based On Sensible + Latent) 37,978 Btuh 40,660 Btuh 4,320 Btuh 44,980 Btuh ./..��//�i%`/////'J "fj/ff r.; /, / %%f/� %' /,�% %i�Jff / / /'ii Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1Program Files \Elite \Rhvacw \Projects\MORGAN RESIDENCE.rhv Friday, October 19, 2012, 10:31 AM System 2 A/C-2 Summary Loads 74NfileffMr7 eeeied) Storm Window: Glazing-Storm Window, garden, ground reflectance = 0.32, u-value 0.62, SHGC 0.49 13A-5ocs: Wall-Block, board insulation only, R-5 board insulation, open core, siding finish 16D-30: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-pl-c: Floor-Slab on grade, No edge insulation, no insulation below floor, carpet covering, passive, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 46, Summer CFM: 24 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: Tf, 70 2,986 812 2,538 500 613 7,160 0 2,263 0 907 98 2,423 0 0 7,160 2,263 907 0 8,560 0 10,330 10,330 2 400 460 860 300 1,800 2,100 300 1,023 1,023 2,111 275 1,028 1,303 1,258 933 475 1,408 0 0 0 0 0 0 244 244 System 2 A/C-2 Load Totals: Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: „;7-5AGNISY /./-gyrearmor, Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 822 500 4,500 11,929 1,908 15,360 17,268 4Wileig4;12MMO 1.643 /4/ CFM Per Square ft.: Square ft. Per Ton: 347 17/ 12111MMIIIMMISIWI 2WMfmr." ?IMAM 11,929 Btuh 11.929 MBH 15,360 Btuh 89 % 1,908 Btuh 11 'Yo 17,268 Btuh 1.44 Tons (Based On Sensible + Latent) /7` Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program Files\Elite\Rhvacw\Projects\MORGAN RESIDENCE.rhv Friday, October 19, 2012, 10:31 AM System 3 NC -3 Summary Loads r tag %/(..r./..:i,,I.L$1**71: Window: Glazing -Storm Window, garden, ground 71 3,028 0 reflectance = 0.32, u -value 0.62, SHGC 0.49 13A -5ocs: Wall - Block, board insulation only, R -5 board 694 2,169 insulation, open core, siding finish 13A -5ocs: Part- Block, board insulation only, R -5 board 117 293 0 insulation, open core, siding finish 16D -19: Roof /Ceiling -Under Attic with Insulation on Attic 470 576 0 875 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R -19 insulation 22A -pl -c: Floor -Slab on grade, No edge insulation, no 98 2,423 0 0 0 0 4,154 2,022 293 4,154 2,022 293 875 insulation below floor, carpet covering, passive, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 75, Summer CFM: 25 Ventilation: Winter CFM: 0, Summer CFM: 0 System 3 A/C -3 Load Totals: 8,489 0 7,344 7,344 2 400 460 860 300 500 800 300 1,023 1,023 0 0 0 0 2,056 1,009 524 1,533 0 0 0 0 10,545 1,709 9,851 11,560 Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: 527 470 4,700 CFM Per Square ft.: Square ft. Per Ton: 1.121 488 /'.• ;r /ice rrrr rr !%G ; r r %//n//' %ry% Arzi / r'r Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 10,545 Btuh 9,851 Btuh 1,709 Btuh 11,560 Btuh 10.545 MBH 85 % 15 0.96 Tons (Based On Sensible + Latent) ri��' %'// / . .. �i.yr//// r /llG /77' 1. r ///r /ri7,7/ r Aff,N. . r /'f/ Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program Files \Elite \Rhvacw \Projects \MORGAN RESIDENCE.rhv Friday, October 19, 2012, 10:31 AM FORM 405 -10 • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Morgan Residence Builder Name: Street: 307 NE 95th St. Permit Office: City, State, Zip: Miami Shores , Fl , - Permit Number. Owner: Morgan Residence Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 5 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 2755 Conditioned floor area below grade (ft2) 0 7. Windows(480.3 sqft.) Description Area a. U- Factor: Sgl, U =0.62 480.33 ft2 SHGC: SHGC =0.49 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.490 8. Floor Types (2755.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2755.00 ft2 9 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types(3996.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 3483.00 ftz b. Interior Wall, Interior R =13.0 360.00 ft2 c. Concrete Block - Int Insul, Adjacent R =11.0 153.00 ftz d. N/A R= ft2 10. Ceiling Types (2766.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 2766.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: RoomslnBlock1 6 482 b. Sup: Attic, Ret: Attic, AH: RoomslnBlock2 6 135 12. Cooling systems kBtu /hr Efficiency a. Central Unit 48.5 SEER:18.00 b. Central Unit 19.4 SEER:16.00 c. Central Unit 16.0 SEER:15.00 13. Heating systems kBtu /hr Efficiency a. Electric Strip Heat 32.7 COP:1.00 b. Electric Strip Heat 16.4 COP:1.00 c. Electric Strip Heat 17.6 COP:1.00 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.920 b. Conservation features None 15. Credits Pstat Total Proposed Modified Loads: 67.69 Glass /Floor Area: 0.174 PASS Total Standard Reference Loads: 88.81 /� here. certify that . • '- = nd sp 1 . 's «,% • by this c- lculation ar - a' • ance o► • ergy Cod . /� /� / PREPA - FScAY Review of the plans and specifications covered by this � el", calculation indicates compliance with the Florida Energy Code. lock . a.,s Before construction is completed this building will be inspected for . compliance with Section 553.908 Florida Statutes. R. ,A �:. BUILDING OFFICIAL: XA:elnr -x-s 8 S ,� ° .to .a ya �A, , ,, ,� C.� q DATE: `' °' ? ( ') L I hereby Certify that this building, as designed, is in compliance Y �Y 9 9 P with the Florid Code. OW R/AGENT: ,,Vs(p// C/640" DAT . / G 3 1• t t DATE' - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Morgan Residence Bedrooms: 5 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 2755 Lot # Owner: Morgan Residence Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 307 NE 95th St. Permit Office: Cross Ventilation: County: Dade Jurisdiction: 232600 Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single - family Fl , - New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block/ 1785 16065 2 Block2 500 4500 3 Block3 470 4230 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 RoomslnBlockl 1785 16065 No 3.23956442 4 1 Yes Yes Yes 2 RoomslnBlock2 500 4500 Yes 0.90744101 0 2 Yes Yes Yes 3 RoomslnBlock3 470 4230 No 0.85299455 1 3 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 152 ft 0 1785 ft2 ___ 0 0 1 2 Slab -On -Grade Edge lnsulatio RoomslnBlock2 150 ft 0 500 ftz ____ 0 0 1 3 Slab-On-Grade Edge lnsulatio RoomslnBlock3 98 ft 0 470 ftz ___ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel tile 3093 ft2 692 ftz Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2766 ft2 N N 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 Under Attic (Vented) RoomslnBlock2 30 Under Attic (Vented) RoomslnBlock3 30 1282 ft2 1014 ft2 470 ft2 0.11 0.11 0.11 Wood Wood Wood 2 3 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Omt Space "rn Wall Type R- Val""a Ft .1n Ft In Are R- Vallia Fraction_ or Grade% 1 N Exterior Concrete Block - Int InsRoomslnBloc 5 __Abs 0 0.5 0 27 0 9 0 243 ft2 2 E Exterior Concrete Block - Int InsiloomslnBloc 5 59 0 9 0 531 ft2 0 0.5 0 3 S Exterior Concrete Block - Int Ins@loomslnBloc 5 27 0 9 0 243 ft2 0 0.5 0 4 W Exterior Concrete Block - Int InsgoomsInBloc 5 39 0 9 0 351 ft2 0 0.5 0 5 N Exterior Concrete Block - Int InstlloomslnBloc 5 30 0 9 0 270 ft2 0 0.5 0 6 E Exterior Concrete Block - Int InsfloomsInBloc 5 32 0 9 0 288 ft2 0 0.5 0 7 S Exterior Concrete Block - Int InsBloomslnBloc 5 31 0 9 0 279 ft2 0 0.5 0 8 W Exterior Concrete Block - Int InsBloomsInBloc 5 57 0 9 0 513 ft2 0 0.5 0 9 N Exterior Concrete Block - Int InsBloomslnBloc 5 34 0 9 0 306 ft2 0 0.5 0 10 E Exterior Concrete Block - Int InsfiloomsInBloc 5 17 0 9 0 153 ft2 0 0.5 0 11 S Exterior Concrete Block - Int InsBBloomslnBloc 5 34 0 9 0 306 ft2 0 0.5 0 12 N Garage Concrete Block - Int InsfidoomsInBloc 11 17 0 9 0 153 ft2 0 0.01 0 13 N Roomsln Interior Wall RoomslnBloc 13 20 9 180 ft2 0 0 0.75 0 14 N Roomsln Interior Wall RoomslnBloc 13 20 9 180 ft2 0 0 0.75 0 DOORS V # Omt Door Type Space Storms U -Value Ft Width In Ft eightln Area 1 S Wood RoomslnBloc Wood 0.29 3 0 6 7 19.75 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 1 Metal Low -E Single Yes 0.62 0.49 N 36 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 2 N 1 Metal Low -E Single Yes 0.62 0.49 N 6 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 3 E 2 Metal Low -E Single Yes 0.62 0.49 N 36 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 4 E 2 Metal Low -E Single Yes 0.62 0.49 N 6 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 5 S 3 Metal Low -E Single Yes 0.62 0.49 N 84 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 6 W 4 Metal Low -E Single Yes 0.62 '0.49 N 36 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 7 W 4 Metal Low -E Single Yes 0.62 0.49 N 12 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 8 N 5 Metal Low -E Single Yes 0.62 0.49 N 84 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 9 N 5 Metal Low -E Single Yes 0.62 0.49 N 21 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 10 N 5 Metal Low -E Single Yes 0.62 0.49 N 21 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 11 E 6 Metal Low -E Single Yes 0.62 0.49 N 42 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 12 E 6 Metal Low -E Single Yes 0.62 0.49 N 12 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 13 E 6 Metal Low -E Single Yes 0.62 0.49 N 6 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.62 0.49 N 12 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.62 0.49 N 24 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.62 0.49 N 12 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.62 0.49 N 30.33333 1 ft 0 in 2 ft 0 in HERS 2006 None None None None None 14 W 8 Metal Low -E Single Yes 15 N 9 Metal Low -E Single Yes 16 E 10 Metal Low -E Single Yes 17 E 10 Metal Low -E Single Yes GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 ft2 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 2 3 BySpaces Proposed SLA 0.000360 BySpaces Proposed SLA 0.000360 BySpaces Proposed SLA 0.000360 1685.5 92.534 174.02 0.2484 6.2952 472.14 25.920 48.746 0.2484 6.2952 443.81 24.364 45.821 0.2484 6.2952 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 32.7 kBtu /hr 1 COP: 1 16.4 kBtu /hr 2 COP: 1 17.6 kBtu/hr 3 sys #1 sys #2 Ductless 2 Electric Strip Heat None 3 Electric Strip Heat None COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 18 48.5 kBtu /hr 1455 cfm 0.74 1 SEER: 16 19.4 kBtu /hr 582 cfm 0.75 2 SEER: 15 16 kBtu /hr 480 cfm 0.75 3 sys #1 sys#2 Ductless 2 Central Unit Split 3 Central Unit Split HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS / — Supply -- — Return — Air Percent HVAC # V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 482 ft2 Attic 1 ft2 DSE =0.88 RoomslnB183.0 cfm 0.00 % 0.00 0.60 1 1 2 Attic 6 135 ft2 Attic 1 ft2 DSE =0.88 RoomslnB183.0 cfm 0.00 % 0.00 0.60 2 2 TEMPERATURES Programable Cooling X Heating �X Ventin X Thermostat: Jan Jan Jan Y X Feb X X� Feb EX X Feb lX Ceiling Fans: Mar [Xj Apr [Xj May r Mar [X] Apr [X] May Mar [XJ A r [X] Ma Jun Jun Jun X Jul X Aug lX� Jul �X� Augf X Jul X Aug X Sep X Sepp X Sep X] Oct X Nov lX] Oct �X� Nov [X] Oct X Nov X Dec lX� Dec [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405 -10 .• Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 307 NE 95th St. Miami Shores, FI, - PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK. Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.22 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor- retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R -19 space permitting. V 10/19/2012 10:41 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows ** Description a. U- Factor: Sgl, U =0.62 SHGC: SHGC =0.49 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 307 NE 95th St., Miami Shores, FI, - New (From Plans) Single - family 1 5 No 2755 Insulation R =0.0 R= R= Area 480.33 ft2 ft2 ft2 ft2 1.000 ft. 0.490 Area 2755.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Interior Wall, Interior c. Concrete Block - Int Insul, Adjacent d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: RoomslnBlock1 b. Sup: Attic, Ret: Attic, AH: RoomslnBlock2 Insulation Area R =5.0 3483.00 ft2 R =13.0 360.00 ft2 R =11.0 153.00 ft2 R= ft2 Insulation Area R =30.0 2766.00 ft2 R= ft2 R= ft2 R ft2 6 482 6 135 12. Cooling systems a. Central Unit b. Central Unit c. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat c. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: kBtu /hr Efficiency 48.5 SEER:18.00 19.4 SEER:16.00 16.0 SEER:15.00 kBtu /hr Efficiency 32.7 COP:1.00 16.4 COP:1.00 17.6 COP:1.00 Cap: 40 gallons EF: 0.92 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. * *Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FE3 032 3 FBC 20 Permit No. Master Permit No. PC- 6. I Z.a- im j Permit Type: BUILDING ROOFING JOB ADDRESS: ?0.1- 1Q6- lS 7 City: Miami Shores County: Miami Dade Zip: 33 Folio/Parcel #: l I- '3206 ° Ot3' Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): (NAM, Phone #: Address: ( \J City: State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: EVON31 tiuL Phone #: trod 4.1d7-0'07— Address: l�Et��Q 1.3 t J 6 cif— City: P A _`- A1P"1/4-1 State: Qualifier Name: C{Z.L-Art Jdp f l *�N State Certification or Remotion #, 12.1 &r( Certificate of Competency #: Contact Phone #: Email Address: DESIG' r ect/Engine: Phone #: this Permit: $ [ i Square/Linear�Fo�otage of Work: : ❑Addit ion ' ❑Alteration �'' ❑New �Repair/Replace don of Work: r I S ION 3Ga5 Zip: 33/6 $' Phone #: UDemolition Color thru tile: ******** * * * * * * * * * * * * * ** * * * * * * **x * * * * * ** Fees************* * * * * * *** * * * * * * ** * * * * * ***** * * * ** Submittal Fee $ Permit Fee $ /02Y" CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of fe ,201j,by PHA € , who is personally known to me or who has produced odd% 6 LE— As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of , 20(3, j, by Oecfr-'00 who is personally known to me or who has produced rPL1V FTLE as identification and who did take an oath. NOTARY PUBLIC: cPlans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06 /10/2009XRevised 3 /15 /09XRevised 7/10/2007) Miami Shores Vmage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 12, 2013 Permit No: RC2 -1004 Building Critique 1. Provide revision of plans showing work. Provide design wind pressures from Architect. NB Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Vjuage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 12, 2013 Permit No: RC2 -1004 Building Critique 1. Provide revision of plans showing work. Provide design wind pressures from Architect. NB Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores V Building Department RECEIPT PERMIT #: terA2� `004 DATE: I, dw tit \Ntg Contractor ❑ Owner ❑ Architect. P. Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 off, b Lt, Sl,10 • s cam,; Kc? w.) qs7-- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Ouilding Department to continue permitting process. Acknowledged by: (;%.--Tr PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: -, Ee, : U _ 13 0 L «< _„_, 0 A ,,....:,....:,...... *am ,...:,,,,...,....... ... An`al 0 1 > ,,,, 1r l__ la-, rr ft _ �d, j pj *IH 11 0 iltAINIC . ) .1 i % 1 0 r r: ,�,rr:• IA �«±�11111 _! �° • « «« On �' «�L� riFri �1 ' ) H 1 d- !n '1 � ICiII(�i ate, W <[«< I i_n_.�� II 0 0 V <««� 0 /I_il_■ AIM. i� /� I C «,W`t( �f �� 1`2 - o1, \" 0 ',. N, Miami Shore '!lime P6 �FV` is 6 APPROVED BY DATE R t LL ? , � O , '. , y' g ®N19�G" DEPT y` ,' 4LDGDEPT r/�� t '�pp CC a— OW ry� 99',, r , • ,_ w ® B M ,a ,ti _ BJECT TO COMPLIANCE WITH ALL FEDERAL 00 «Z -i �/ ` N U1',TATE AND COUNTY RULES AND REGULATIONS I +43.0 -53.9 CO • ENGINEERING A FRANK L. BENNARDO, P.E., INC. INNOVATION EX Internal Job #: 12- MAC -01 Project Details: MORGAN RES. Prepared For: 307 NE 95TH STREET MARK A. CAMPBELL ARCHITECTS MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations Site Information Elev, z (ft) Building Classification: Enclosed Wind Speed (VA: 175 mph Exposure Category: C Roof Type: Gable Roof Slope (0): 14.0 deg Mean Roof Height (h): 17.0 ft Min. Building Dimension (L): 53.0 ft Parapet z 3 feet? No Level of Highest Opening Affecting Positive Internal Pressure (z_Max): 15.0 ft General Calculation Elev, z (ft) Directionality Factor (Kd): 1 Gust - Effect Factor (G): 0.85 Internal Pressure Coefficient (GC Di): ± 0.18 Topographical Factor (Krt): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.87 Velocity Pressure (qh): 68.33 psf End Zone (a): 5.3 ft ASD Method: P = 0.6w Mark Elev, z (ft) Size: W x H (in) Zone, Shutter? Area (ft2) KZ (Kh) 9 Z (9 h) GCp +, GC, Pressures (psf) 1 17 32.0 x 84.0 4 No 18.7 0.87 68.33 0.95 -1.05 +46.4 / -50.5 2 17 72.0 x 80.0 4 No 40.0 0.87 68.33 0.89 -0.99 +44.0 / -48.1 3 17 96.0 x 84.0 5 No 56.0 0.87 68.33 0.87 -1.14 +43.0 / -53.9 4 17 36.0 x 84.0 4 No 21.0 0.87 68.33 0.94 -1.04 +46.0 / -50.1 5 17 30.0 x 80.0 5 No 16.7 0.87 68.33 0.96 -1.32 +46.8 / -61.6 6 17 32.0 x 80.0 4 No 17.8 0.87 68.33 0.96 -1.06 +46.6 / -50.7 7 17 30.0 x 84.0 4 No 17.5 0.87 68.33 0.96 -1.06 +46.6 / -50.7 8 17 60.0 x 44.0 4 No 18.3 0.87 68.33 0.95 -1.05 +46.5 / -50.6 9 17 38.0 x 44.0 4 No 11.6 0.87 68.33 0.99 -1.09 +47.9 / -52.0 10 17 52.0 x 36.0 4 No 13.0 0.87 68.33 0.98 -1.08 +47.6 / -51.7 NOTES: Design is in accordance with ASCE 7 -10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engin seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * /(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7 -10 Table 1.5 -1 and Figures 26.5 -1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor- supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Valid OnI With Raised Engineer Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 kat 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 PHONE: 954- 354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.COM PAGE 1 OF F3 0 3.`L 63 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera// DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIP ! ' Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option NT: Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01/2001, with 13/2011, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and P.E., bearing the Miami -Dade County Product Control revision stamp with the r and expiration date by the Miami -Dade County Product Control Section. ING: Large and Small Missile Impact Resistant t label with the manufacturer's name or logo, manufacturing address, model nu gative design pressure rating, indicate impact rated if applicable, installation inst on rawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shat no change in the applica TERMINATIO in the mate: any pr considered after a renewal application has been filed and there has been code negatively affecting the performance of this product. s.NC?1 , - occur after the expiration date or if there has been a revision or change , and/or miara of the product or process. Misuse of this NOA as an endorsement of sales, advikairing or any other purposes shall automatically terminate this NOA. Failure to it5tf this NOA shall be cause for termination and removal of NOA. _ b vi th , any sec VER ltl�r: The NOA number preceded by the words Miami -Dade County, Florida, and followed bythe e t': "� on date may be displayed in advertising literature. If any portion of the NOA is displayed, then it 44 done in its entirety. SPECTION: A copy of this entire NOA shall be provided to the user by th anufacturer or its distributors and shall be available for inspection at the job site at the request o e Building Official. This NOA revises NOA # 11- 0119.21 and consists of this page 1 and eviden ' - E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, NOA No. 12-0110.06 xpiration Date: August 9, 2016 Approval Date: March I, 2012 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01 /2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09- 0128.04" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading 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 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09- 0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03- 0210.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 09-0128.04" 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting; Environment, and Regulatory Affairs (PERA) E -1 rlos Utrera, P.E. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 DAB Door Comnanv. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA # 05-0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/2004, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self-Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04- 761 - 15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by A1- Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. i44,0-01F, 42 h/ m Carlos M. Utrera, P.T. Product Control Examiner NOA No. 12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -2 ) 0 v DOOR HEIGHT CONSISTS OF 5' -8° 2 SECTIONS 18° 2 SECTIONS 21" 8' -9° 1 SECTION 18° 3 SECTIONS 21° 7' 4 SECTIONS 21" - 7' -3° - - 7' -6" 5 SECTIONS 18" - 7' -9" 4 SECTIONS 18° 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 181 3 SECTIONS 21° 8' -B" 1 SECTION 18" 4 SECTIONS 21° 8' -9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9' -3" 5 SECTIONS 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18° 2 SECTIONS 21" 9' -9" 3 SECTIONS 18° 3 SECTIONS 21" 10' 2 SECTIONS 18° 4 SECTIONS 21" 10' -3 1 SECTION 18" 5 SECTIONS 21" 10'-6" B SECIIV. 21" - 10' -9° 8 SECTIONS 18" '. SECTION 21° 11' 5 SECTIONS 18" 2 SECT i 91" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -8° 3 SECTIONS 18° 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - 12' -6° 8 SECTIONS 18" 2 SECTIONS 21" -9° 5 SECTIONS 18" 3 SECTIONS 21° _12' 13' 4 SECTIONS 18° 4 SECTIONS 21° 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -8" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9° 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14' -3° 8 SECTIONS 18° 3 SECTIONS 21" 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' • 3 SECTIONS. 18" 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' --6" 1 SECTION 18" 8 SECTIONS 21" 15' -9° 9 SECTIONS 21° - 18' 6 SECTIONS 18° 4 SECTIONS 21° 7.1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) # 14 X 5/8" SMS TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE - OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE r -*- A .071" X 7 -1/2" GALV. STEEL WCENTER 4) #14 GE X 1/2" SMS A 1" W X .15" THK. LATCH E NCOPRSSEVE CABL & I- RESSSL W/ MIN. 5 TO 1 SAFETY FACTOR B "X3 "X0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE - OUTSIDE HANDLE, in SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS • OPTIONAL VENT (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE �i i LEA -- COLONIAL DESIGN MAX. DOOR WIDTH 9' -4" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR• STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 El 2 re co P 0 cg 0 OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING +50.0PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT PROMO' RIMED as y±in8with the Maids eundins 2;f1AL b SECTIONAL GARAGE DOOR Z LC 0 co M F- vi g co 6 co 0))© 1 0 to c 0 B v M) m U W drawing no. 01 -09 (sheet 1 of 5 ) 0 a r FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8 ")LAG SCREW ONE PER BRACKET BY OPTIONAL INSOTPALLLEORULDING SOUTHERN PINE _ 0.55 S.G. 4 E DIS . • #14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS ® 12" O.C. SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/4" X 2" X 2 -1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/18" ALUM RIVETS SEE DETAIL ABOVE 1-7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL WI (4) 3/18" RIVETS POP RIVETS #14 HINGE 8" S.M.S. 24 GA. STEEL PANEL 3/16" ALUM RIVETS FLAPS BENT OVER PANEL EDGE DISTANCE --a • • • a 1.9" X 2.19" X 3.3" X .102" STEEL 'TACK BRACKETS SCE SHEET 3 t.-3R SPACING 1/2" PUNCHED HOLES 6 4" O.C. END STILE ANCHORSt A) 3/8" DIA. POWER -BOLT BY 'POWERS'. 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIk HLC SLEEVE BY 'HILTI' 1 --1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f C = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. ANCHOR TYPE A OR B 1 PER BRACKET E SHEET 3 FOR BRACKET SPACING 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 --20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7 -1/2 +, X .050" GALV. STEEL CENTER HINGE SECTION B —@ 7-1/2" X 3" X .071" END ROLLER HINGE INTERIOR SIDE 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4 -1/4" STEM 1/4 -20 SS BOLT 8c NUT r4g1 JaAN. CML FLA. A'PE • 7.6592 ' • . C.A.N. 3538 I� !f, 1• ;• AlW ,I PRODUCT 101VJSED •• copplyins oft** Florida MMus Cade Ampulla / 06 d,�irllfi�" u z o F w Q 2g v ac U. o g 0208 O�ao o '' Hag V1 SECTIONAL GARAGE DOOR M 0 0 C B 0 0 1 vt.gaa2 Gm 0 0 W A. 4 f I c ) drawing no. 01 -09 (sheet 2 of 5 (sheet 3 of 5 ) le KIv .l, 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET WI 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WITH (4) 1/4 -20 SS. BOLT & NUTS HOB, WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2° X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB N O SECTION A -A 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS- EXPANDED POLYSTYRENE DENSITY .. 1.05 PCF N.O.A. #07- 1107.08 OR 150-25 POLY - ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.Q.A. #07- 1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED ; (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED TEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO' BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" O.C. AND RUBBER WEATHERSTRIPPING PIT tai HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXCEEDING 8 FT. IN HEIGHT I I it ii A.._, A+� TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK 2 -1/8° X 1" X .080" SECTION A -A DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 83 84 B5 86 07 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4° 23" 34" 45" 56° 67" - 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4° 23" 34" 45" 56" 67" - 7' -0° 21" 21" 21" 21" N/A 1" 11 -3/4° 23" 34" 45" 56" 87" - 7' -6" 18" 18" 18" 18" 18" 1" ' 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -O° 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAjI.A 4$4pK.:OPTIONS n1}w JAVAD'A l� CIVIL. FLA. PE # 70592 CAN. 3538 .t • t+ j• PRODUCT REVISSD a somplyins with tie Markle Ritedke Cede Ao eoptano. No 12"' /' SECTIONAL GARAGE DOOR 03 40 03 n w N p I �z� 0� rn CNI t IA O I N 6 1 I t4 c B C) 0 w C II A drawing no. 01-09 ' WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BE.I LH WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL CI CC, C. COL= "°T" 1/4" ULTRACON BY 'ELCO' WITH SP ;SING OF 20" O.C. INTO BLOCK WALL, Wn;; 2 -1/4" MIN. EMBED 18" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14° O.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 16° O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8° CONFLEX BY 'ELCO' OR 3/8" LDT BY 'nw' WITH SPACING OF 24° O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 17° O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18° O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OT ER& 5/16" X 1 -5/8° LAG SCREWS AT 12" O.C. 1 -1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS ITH WASHER & NUT AT 12° 0.0. MAX. 1-1/4" X 2 -1/2° X 14 GA CONY. STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1 •1/4" 8° 1 -5/8° 4" 2" 3/8" HLC SLEEVE BY ' HILTI' FILLED BLOCK CONC. 1 -1/4° 1 -1/2" 8° 8" 3/8" DYNABOLT BY 'RW' 3/8" DYNABOLT BY '11W' FILLED BLOCK 1 -1/2" 8° 3 -3/4" 3/8" POWER —BOLT BY 'POWERS' CONC. 2" On 1 -7/8" 1 -7/8" 3/8" SLEEVE —ALL BY 'SIMPSONS' CONC. 1 -1/2" 8° EDGE DIST. CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" 0.0. IN DOOR OPNG. AT 18° 0.0. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2-1/8" X 1 "X 14 GA. GALV. STEEL TRACK FASTENED /T 4O TRACK PLATES SLOTTED 1M.S. &X ROCK TRUSS NUTT �. ALTERNATE TRACK INSTALLATION gf: FLA. PE # 70592 ,CAN.(5$3 PRODUCT REVISED a+comPPAIS with the F$aidi Building Aoe No 0100. tr O O Q O w to mO) 0 8 M ) t 4 c C 0 I 2 0 V i 0. so zz r5 0 t o v 0 W 0 k drawing no. 01 -09 Coh 4 of 5 TM'A'dl1,1'Il.aM.A6' s ; [IrI1,II DOOR PANEL 7- 24 GA. (.024) STEEL MIN. 7/16° DIA. WASHER #8 X 3/4° SMS ® 3/8° FROM ENDS AND 70 0.C. MAX. (4) #8 X 3/4° SMS l� 1 -3/8° FROM ENDS AND 8 -1/2" 0.C. MAX. 175 X .062 DEEP GROOVE 1/4° POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA 1108- 0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4° SMS • -3/8° FROM ENDS AND 6-:,/2" O.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX, 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) 5 rem MIIN. #8 X 3/4° SMS 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE g 0 to J 0 21 3/4° MAX. WDW. WIDTH 18 1/8" MAX. D.L.O. I / * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 I-- x-.250 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION Iw/ !trlwa •∎71". PA1 3 i .fnati�/JStr�.1: rri I 1�t1.1YA'\ /.tl Vdaa$1�:� LAN? .4.,,e.16.,.■■LL.=. A V i V A V A. ',m. r .L f %• `,1115ifl1110r/5L111,1•IM A 1ca.RR<'11s) 11[ Yh il•OMfAia•-i#R■•• i .•/11171.11111211111211,1, 7110.00 Ai 3 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE 15/16° MIN. GLAZING BITE WINDOW WIDTH EXTERIOR D.L OPG. n9` r JAV4D'AH DMA CML FLA. PE # 70592 I : 3.538. PRODUCT ttEV1SI D es emptying the FtaridA Outklieg Cods A M d e p t s e e e N o ' ' ©I6 MI C SECTIONAL GARAGE DOOR C C t 2 p -o s 8 r v w k c � rdrawing no. 01-09 (sheet 5 of 5 3113 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 2010 Permit No. Master Permit No. P-.C- va o ! Z- OOL1 Permit Type: Electrical JOB ADDRESS: N e- 7csir City: Miami Shhrores County: Miami Dade Folio/Parcel #:1I°,�?.�b° 013 b�c) Is the Building Historically Designated: Yes NO Flood Zone: Zip: "71 OWNER: Name (Fee Simple Titleholder): ►J - hone#: Address: Cpkv.lc- City: State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /J\ VOC.— Phone#: ��) i 2 Address: ( \Qe' MO cr p City: . . mil. M.s"- -\ State: _et-- Zip: � ( b 7 Qualifier Name: 0 ftLA6- 3b �MC l State Certification or Registration #ijG 1Z5I &.i Certificate of Competency #: Contact Phone#: Email Phone #: DESIGNER: Architect/Engineer: ddress: Phone #: $ Square/Linear Footage of Work: Value of Work for this Permit: Type of Work: °Address D ription of Work: VAlteration ONew °Repair/Replace ODemolition / asuM1 + + x**** ********** *******+x************ * ** Fees * * * ** ***m ******* **** *** **********+x*** ** * **** Submittal Fee $ Permit Fee $ \ J CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before day of ° , 2013 , by rt who is personally known to me or who has producedl)L ` O1 0-1/1` b As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this 4- day of '�� , 20 1,S, ��, by die �g S who me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ** ** r;« , . ;: , *** ** ***** ******* *********************************** APPROVED BY WIJd� Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk s JAN 2 9 201 *&4U A. CAMPBELL ARCHIECT 373 .r L SUM MIAMI SIMS. nA. 33133 754.131 8 tv r 758-7666 Date: January 22, 2013 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC12 -1004 Morgan Renovation 307 N.E. 95th Street Miami Shores, Florida 33138 Folio # 11- 3206 - 013 -6000 Attn: Building Department, FLUC. # AR 001074 SUBJECT 10 COMP! II`NCE WI f'ri ALL FEDERAL [STATE ANo CCUN { RULES AND REGULATIONS I, Mark A. Campbell, this letter will hereby attest that I have approved the substitution of the approved front door NOA 11- 1013.22 to be FL 10975 -R4 with Florida approval. See the attached drawings. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011074 Morgan Residence front door letter 1 -23 -13 I -ionaa bulling l,;oae online Bus!'n Protessi Re ulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts Publications I FBC Staff ( BCIS Site Map I Links I Search Product Approval ER: Public User Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Applications 2010 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 10975.1 ALL ALL ALL ALL ALL ALL ALL L um Manufacturer Validated By FL10975- Revision Therma -Tru Corporation FL#: FL10975.1 Ryan J. King, P.E. ,Status Approved lc -- History Model: a. "FiberClassic ", "SmoothStar", "ClassicCraft" or " ClassicCraft Rustic" (813) 787 -8283 Description: 6'8 "Impact" Glazed Fiberglass Single Door - (X) Inswing or Outswing Configuration Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approvals by DBPR shall be reviewed and ratified by the POC and /or the Commission if necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007 -2010 State of Florida. :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not cash to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Pere . Product Approval Accepts: n floridabuilding.org/pr /pr app Istaspx IFE 1/ 1/8/13 Fbnaa Building cope Online BCIS Home ! Log In I User Registration Busjnes Protessi R ulation Product Approval USER: Public User Hot Topics Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map I links I Search Product Approval Menu > Product or Application Search > Application List > Application Detail 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 License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10975 -R Revisio 201 Approved Therma -Tnj Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 rickw@rwbIdgconsultants.com Vivian Wright rickw@rwbIdgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10975 R4 COI Certificate of Indeoendence.odf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL10975 R4 Eauiv of Standards.odf Product Approval Method Method 1 Option D floridabuilding.org/pr /pr app dtl.aspx? param= wGEVXQwtDgvihT9G9wJlk %2thlesUoKUgUO2MgFKLe... Year 1996 1999 2003 1998 2000 1995 1994 1/ 1/8/13 Honda Building eoae online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/27/2012 02/29/2012 03/08/2012 04/03 /2012 FL# Model, Number or Name Description 109754 a. "FiberClassic ", \ "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" G'8 "Impact" Glazed fiberglass Single Dbor -_ (X) :Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outsidVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10975.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) Installation Instructions FL10975 R4 II Inst 10975.1. odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10975 R4 AE Eval 10975.1 odf Created by Independent Third Party: Yes 10975.2 b. "FiberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration 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 10975.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) Installation Instructions FL10975 R4 II Inst 10975.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL 0975 R4 AE Eval 10975.2.odf Created by Independent Third Party: Yes 10975.3 c. "FiberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration 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 10975.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) Installation Instructions FL10975 R4 II Inst 10975.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1,10975 R4 AE Eval 10975.3.pdf Created by Independent Third Party: Yes 10975.4 d. "FiberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Double Door - (XX) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1097 R4 II Inst 10975.4.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.4 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975.4 odf Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the Created by Independent Third Party: Yes HVHZ) 10975.5 e. "FiberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Double Door with Sidelites - (OXXO) Inswing or Outswing Configuration Whits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10975.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) Installation Instructions FL10975 R4 II Inst 10975.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10975 R4 AE Eval 10975.5.pdf Created by Independent Third Party: Yes 10975.6 f. "FiberCiassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Glazed Fiberglass Single Door utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (X) 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 10975.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the LA/147N floridabuilding.org/pr /pr app dtl.aspx? param= wGEVXQwtDgvihT9G9wJlk %2fhlesUoKUgUO2MgFKLe... Installation Instructions FL10975 R4 II Inst 10975.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10975 R4 AE Eval 10975.6.pdf Created by Independent Third Party: Yes 2/ Lnwefs ?841 Millwork 2013 -01 -08 THERMA FRU' THERMA TRU DOORS I 1 $ [not terrabm. DR" Zearediv. 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Err ;ft 312CkT 210 9 a r. LInwelo 1841 Millwork A r . • A 1X BCCIC SG 24 MICR '4.0 OAS SALOP 411111fRALS BILL 0 F ilktIWAIS MAMMA Eal i% J • j, Room lal -11:z GILPSS 000 PA4..E1 tVISSE. REIt4FOECEMEPINFIRER CLASS:CI FIBERGLAS 1 MR CLASS Dc—olt DX MINEVRIM10t. FI8EBGLkS5 FIRMOLAS MP SIPA COMP II DE SELE .., LY.IWOCO 4 . lOr • OIL =AP. sta. 0 LOCX O SRE r, IN LAVOCDaSILASS DOOR rSWrMM CRAFI3 D PRERGIAVi • CLASSIC CRAR DOOR L'04 IZ P4IPINE))4,3HK.FIBMGLASS _ F!SERGLAIS STa SIM g MI P UM STILE To 3 71 r — 'NOCE* XIAP L'. :MOOD FIREIGLASS_i FBIRGvss — zomp ;ow +root; ____; , --....... C MAK if- WIMSROCE D r,rzi.rpai El= ow CONCREIESCRS9 MASONTF-3.192PSEPARt COPCRETECONFOIDANG TO ta 43q -OCILOW ALOCK CONFCRMING 10 ASTM CS0 F •."4• x 'Yr maw a/NCREE SCREW 3-1 741' FFH 17W CONCREE SCREW •/4' PfH RW COMMIE 3,=f1,%- : ::4' Y f PR4 ELCO OR C04.0? DE SCREW v, otS 0D4 mop sc..Ew I 410 Y 2-ja- MN WOOD SCREW 17.-.2TOR0 R U FRAME It0 ER IOR ICE FRAME DTE FRAME TRIM 4 CO X 1-1/2 FEN DA =Nem 7 MORA REACH COMPREMON WEARIER-SRIP 8 LONG REACH COLUIRESSIO4 MAWR-3781P 9 4.X.4119TGE.OPTIPLX. io to 2( 3.44* FYN =OD SC REW MOE TO MAIM • NIESIDOLD OULCADTG - 4' COMPOSITEDLL. fULISLIRSIRATE W 4.00K - Man LIGNAWRE SERIES OMPAT.IG 5-3.44•TI-ERadm. BREAK SIEL 39 1-EADER IAMB SG ).42 20 SIDE .14444 SG >v. 0.42 21 XYAKMIDEADROLT -SGHATURE =RES WC 27 LATC:-!STRRE PLATE 2/3 DEAMOLT ?LAE ^.1 Q.,SW • I. „1,--1101.0 M DOOR ROTIOMSWEO' 35 ilk" 4 UR-STAR:. .37 METER= 01)T7W1HG PANERRIBHFCSICELJETGOTI.K. COVCREIE 55 'BOTTOM OR _rat_ 7 LOCO STILE ,.. :VA 70 FEIESMASS DOOR Ph% L wisTai. REINT-9nEMET8 'CIASSIC CRAFT RUSK" ALLEM. 71 CLA4C CRAFT WSW 000R SK NI .125°M1:4145.11-E. RIERGLASS WC 72 TOP. . STEEL 7s. ISOITCe a 2A0_ FOAM 77 W•1 Mr .414D LOCK MILE FOAM snia. StEEL BIER HIP1GES1RE OTTOMMIL GIMP PANEL WOLFF.EL RIEDWORC641 44 INSULATING FOAM C 3RE 43 417 SILE lef RAIL PACORDLV DOOR SRN .Od$ hAMMUM IIMERGIASS SARI ALUaC8113. ALUMICOMP. WOOD WOOD STEEL STEEL STEEL ALIE,LICCM.R. oVr. MDR ALLRA./COPAR. STEEL NIEEGIASS COMP- COMP. POLYURErHANIE LAIWOCII • -COMP. FISENGLASS — — 0▪ 7-0 ClifThSING VIRESNOtt1 5.75' 04,3094TGTMOSIMID :aft 'lead btkic al — 4 - - T • • %. 2.36" —17 r/;.:Y;1707:. • ( OtrilliatOTIMPSNOISI er.catai rtERIG:ZEINOM • NOA No 11- 1013.22 +80.0 / -80.0 WIND LOAD CALCS. SINGLE HUNG WINDOW +47.90 -52.00 NOA No 11- 1013.22 +80.0 / -80.0 WIND LOAD CALCS. SNGLE HUNG WINDOW 1 44.4 / •LV tlIW4l 1 Ifl.o.MAIIAL. NOA No 11- 0922.01 69.6 LBS/FT2 MUWON CAPACITY. 543 LBS ANCHOR CAPACITY. 1 X 4 X 1.25 X 52 MUWON ;SIZE +47.60 -51.70 NNEEpW�16" MOLDING I4 WINDOW TONE OP 0 +48.40 -52.50 +48.40 -52.50 NOA No 11- 1013.22 +80.0 /-80.0 WIND LOAD CALCS. SINGLE HUNG WINDOW +47.90 -52.00 -5 .70 ROOF BEAM F GRADE SO T EXISTING DOOR TO BE BLOCK -UP EXISTING BRICK FINI WITH NEW 5/8" STU CO TO MATCH NOA No 11- 1013.22 ELEVATOO NEW KEYSTONE FlNISH at&G SCALE: 1 /4 " =1 ' -0" 1 STRUCTURAL OIiMEN2 7