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WS-09-598BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) sEW ?AYt tM ni pr1'1•oYel Phone # 305 4,41 - c11,0l 5 Owner's Address 106.56 0 E 1 0 +11 Cr City m 1 14hm Tenant/Lessee Name Architect/Engineer's 1•\ame (if applicable) Type of Wo Describe Wo "r6 10 Im ea c-r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State fi,WQ,t Op Electrical Plumbing -A— Job Address (where the work is being done) fob 5 $ N E to -ft" G _ City Miami Shores Village County Miami -Dade Zip 3313 $ FOLIO / PARCEL # 1( — Z.23 2.-- OAR -- ng ZC� Is Building Historically Designated YES NO Contractor's Company Name WE NrxnE apoT ftt rulnt 9+RWI e , Contractor's Address (91(0.2.. 12) 14p 6TE. • f{ Cit "Mimeo State Ft.., Qualifier Name 1304 616 RAYh O 1 tom.. State Certificate or Registration No. C f Lp 4GS 5t JoB4 3854o55 AUG 2 0 200 BY: Permit No. W S -'-1- 0 c[- Sit Master Permit No. Zip 3315$ Phone # Phone # Mechanical Roofing Q31 -336 -O8t1 Zip 3336 (p Phone # 4- 3 3(o -Ogg 1 Certificate of Competency No. Value of Work For this $ 'g � rvc�] Square / Linear Footage Of Work: 1 t 5 dian AAlteration IkEV IS (of 6 Pen rr ONew WED 1 1..) Phone # ❑ Repair/Replace O Demolition rl — 1(o T, •c 1 S *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F ******** * * ** * * * * * * * * * * * * * * * ** * ** * ** * * ** 6 Submittal Fee $ Permit Fee $___1(26 CCF $ Notary $ Training/Education Fee $ Scanning $ � 'In 0 Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ rnvcc * Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ t • O See Reverse side -+ 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 io 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 Sign: Print (Revised 02/08/06) e�— The foregoing instrument was acknowledged before me this 11411 day of OtteaSr , 2001, by f E)il- CA-WA-n. who is personally known to me or who has produced FL O As identification and who did take an oath. NOTARY P is LIC: Owner o My Commission Expires: Ct( -1(-- 20 t t M. MORALES ■au �''` +� ^ "" ��ION # DD 662096 April 11, 2011 sa,... 6v.get Notary Serulces APPLICATION APPROVED BY: ‘ Signature personally kn who Print: Contractor The foregoing instrument was acknowledged before me this day of ,d .� 20 07 by _ �1 +15 14.1 NOTARY PUBLIC: My Commission Expires: to me or who has produced as identification and who did take an oath. Sign: h ' ► n(..L c — i vtoaronv r " AMAsInt I da o Wra 1 .. car, 3,v:, DpIres 10/25/ ^_7' * *** * * ***>ti** ** * * ** * * ** * *** *>ti****** * * * *** **> tier * * * * * * * ** ** r** ** * ** ** * * * ** * * ** * * * * * * * * ** Z k*** *tVa av **** *** J1e.o..0...aae.oau...k .. o.,o e. - -J Plans Examiner Engineer Zoning LIMITED POWER OF ATTORNEY BE IT KNOWN, that B y , 1 , ( "Principal ") has made and appointed, and by these presents does mak aild appoint THD At- Home Services, Inc, d/b /a, The Home Depot At Home Services and/or its agent -"Z Z (4 'cu,•, true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permit( fpr h me improvements on behalf of the homeowner(s) y�q tin P � and for the property located at: "Ot ✓ /D [`k-.° r w ..St '2t 3''3 i giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be clone in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this z. ..> day of AGrrI ,200R• Signed, sealed and delivered in the presence of: STATE OF IF i ) COUNTY OF 1 La 2 , ) I, CV .6-4A , a Notary Public in and for the State of Florida, do hereby certify that Q ,,,,,.; 0_, ,,� „ who is either ( ) personally known to me, or ho provided J as identification, appeared before me this day in person and acknowledged that he /she signed, sealed and delivered the said instrument as his /her free and voluntary authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal this -63 day of ,\ Q , 2004 My commission expires: Permit Authorization 5 -20 -08 Notary Public ORIGINAL BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Owner's Address I Ofo 513' NE !Mil CT City mliTrn St 6 6 Tenant/Lessee Name Architect/Engineer's Name (if applicable) Value of Work For this Permit $ '"I 4 03 Structural Review. $ Zak 3 gtSb 94 Miami Shores V 411s1A kr Building Department Nil 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ECM V. E Permit No. WS 0 ` mt"/ AP 1 \113Q 1009 Master Permit No. State FIORIOA Electrical Owner's Name (Fee Simple Titleholder) A I�p�TO1A. Phone # 1S6 10 'b Job Address (where the work is being done) 1 06 St OE (bell CT. City Miami Shores Village County Miami -Dade Zip 3313$ FOLIO / PARCEL # 1( - 2232 - D Zg — D Z Is Building Historically Designated YES NO Contractor's Company Name - FIE. ('bj'f6 Off PbryiE. 5 Pu! ces Phone # 15tiI'33e -DgQ I Contractor's Address 6110-4. 11i3PLj ap S TE . City Tiri tpr State fWR.t Qualifier N a m e e i eta Cr 1241rm 01 AA. State Certificate or Registration No. GRGo4(o d $$ Plumbing Zip 33I mi Phone # Zip 33(40 Phone # R 54 ( Certificate of Competency No. Phone # Mechanical Roofing Square / Linear Footage Of Work: Type of Work: ['Addition Alteration ['New ❑ Repair/Replace ❑ Demolition eit iibe Work: W10020 Beet( .ca 3-j- ( impie4Gr L$ SERVICE/OCT 10 _ IST w1 PI (NJA C ,01/ * **** * ** * * * ** **,r *,r*** * *,r** ** **** * ** F ees * * * * ** ***err * * ***** **** ** * * * *** * *** * * ** * **** Submittal Fee $ .60 Permit Fee $ /60 0 9 . 6 ° - cc $ 4 Notary$ Training/Education Fee $ 1 •(Q Technology Fee $ 4.00 Scanning $ () Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side --� • 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 A1411DAV1T: 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 A en The foregoing instrument was acknowledged before me this day of AfR1L , 2001, by (eV11m- gA TIZAI e, , who is personally known to me or who has produced L. Ot.. identification and who did take an oath. APPLICATION APPROVED BY: 9/ (Revised 02/08/06) 4 n- a Signature $4S- Contractor The foregoing instrument was acknowledged before me thi day of Imo( /►. 2009, by re who is ersonally kn NOTARY PUBLIC: My Commission Expires: CS7.1- 11_26 My Commission Expires: to t� as identification and who did take an Print: al' 1C fat) iD to me or who has produced Plans Examiner Engineer Zoning I t pFY P/jB M. MORALES ttlttct� L MY COMMISSION t DD 662098' * t * EXPIRES: A ril 11, 2011 Sign: ` t oP p , .. Sign: L► � (. '41' g -„ Print: /Yl ' r1'1�• - a !9 6) SD ws o9 -5RS LIMITED POWER OF ATTORNEY IT KNOWN, that rtnctpa ) has made and appointed, and by thes' c ' Home Services, , Inc, d/b /a, The Home y Depot pAt a Home Services � its agent en t -41/4',./a" and/or its agent true and lawful Attorney -in -Fact for him/her and in his/her name, and stead, for the following specific and limited u o only.: p rp ses To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a permiiyfpr h me improvements on behalf of the homeowner(s) Of, and for the properly located at: /E.- Jot ' rntiarn 2t Fi. e3�. giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this z. day of , 204 Signed, sealed and delivered in the presence of: My commission expires: Permit Authorization 5 -20 -08 STATE OF Ft ) COUNTY OF ) I ' b�; � o..ri..as , a Notary Public in and for the State of Florida, do hereby certify that a_ who is either ( ) personally known to me, or o provided as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrument as his /her free and voluntary authorized for' the uses and purposes herein set forth. GIVEN under my hand and official seal this Z3 day of Notary Public ORIGINAL.. T Wig Miami Shores Village Building Department 20Qg 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILT ► Permit No IOS -- ( -®cr - 5 9 g PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): ui m Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) & tiiw 11 PJ T 8 i; Phone # 305 - 4a,1 "' N-o.1 co Owner's Address 1'OGv `� g me 1 0+11 c� �J City rn e Prali i State &Dal OA Zip 33( 3/K Tenant/Lessee Name Phone # Job Address (where the work is being done) (' 0( '9 0E. i CT City Miami Shores Village County Miami -Dade Zip 3S 1 3 $ FOLIO / P A R C E L # 1 I — �3 . -- o ca - O ctao Is Building Historically Designated YES NO Contractor's Company Namel le- 06 57- FIT G S RJ G . Phone # Contractor's Address (plic9a. � 5 , City T P& State PL Qualifier Name 5( e ;.. RawroinfL zi 33,1 o State Certificate or Registratiy, Architect/Engineer's Value of Wor Type of Describ 8ENts Phone # C1 5 1 4 33‘. - o3 1 CO 4 , Certificate of Competency No. Phone # gal -336-o i n Square / Linear Footage Of Work: 'ddition Alteration ❑New ❑ Repair/Replace ❑ Demolition ***** * * * * * ***** * ** * ********err * * ** * * *, F **, r, r**, r, r***** * * * * ** * * * * * * *** ***** *** * ** Submittal Fee $ Permit Fee $ CCF $ - - Notary $ Training/Education Fee $ Technology Fee $ Scanning $ (e • Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 4 •013 See Reverse side --) Bonding Company's Name (if 4Ft Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) L (} Mortgage Lender's Address 1 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 NOTARY LIC: M. MORALES MY COMMISSION # DD 662098 ' " �!t EXP RES: April 11 2011 47 $ F } F �, Bondeo Tru Budget Notary Seruces Sign: Print: My Commission Expires: crx _ 11, _ ,A®t APPLICATION APPROVED BY: (Revised 02/08/06) The foregoing instrument was acknowledged before me thi day of 200 , by �E " 1' , 200 by who is person known to me or who has produced OC— is ersonally knovr to me or who has produced 4 As identification and who did take an tI h -k E as identification and who did take an oath. 7 Contractor foregoing instrument was acknowledged before me thia t.S NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning T0/T0 3JGd eY the undms18n0d hefkbY Aide dottoe that improvemstst will be made to certain real moody told in accordance a wtatt Gnapter T13. Rbrida $tatuteb, the Wowing thforma t$ provided In tide Notice of WIt?g Cara p nos iota n a.trui R, 1. Legal Description of Property: t a4 BtoCk...(0_-. Unitf.... — IN t Lengthy legal mashed Sul:4114eion / Conalmintutn : ( tl f . a5ttE � —> !„ Ae _._ 2. • end 2 O9RO27Z &o OR B K 1111111 8 s Mil !1 If f 11111 11( 11 1 'RECORDED 04/1712009 D9 HARVEY !WM CLERK OF CDd•_FRTr MIMI-f?ADE COUNTY? FLORIDA LAST PAGE Pared #W5- Oft" Set, Fotio#IEW4:06-inAL Street Adokess if avant:him Getterat dew:Wien of Improvento C €X 1 Z►� , M.._0i81&j.k.— 045k A a ,j 33138 3. & Owner none and address: NOTICE OF COMMENCEMENT h. Interaat in peop e. Name anal address of fee simple tiiflefrotder Of other than Owen.): s. D. Oatetrastor lame and W1;1 ' b. Oantracmr® phone number: 6. a. Surely name and address: b. Surety'e poem number: ss Amount of bond: S. a. Lender tames and madmen: • .errdgrr'e Phan number; 8. a, in addition to bbmoorf or tOeeff, the Oar p ee rn V Ar _._ ..._._ aril:) b • 6./E 1► �3��,(a ____ . • s.:seraon wi hh the Dtate of Florida dated by Outer upon *Bastion? 18IL)(a)7. Alamo: Address; A Phone number: -- STATE= OF FLORA COUNTY OF OM WARD The foregoing fns lereoht Wee aolmfowtedaed benne me day at Indhridaaay, or t� tie El Demons* known, tar9 9rodked ttm tolio'Wfng type of idmstareafkan: I sder penetrate of perkily J declare that lima lad the ferogioni and th : at firer stated In # metres to the best of coy ttrtowledde and balm • , Sageemni+?(s) vi OVner(s) or OWrrorlaj AutNart rAd OtficO $ -- _ STA1`E OFr[O1RiDA. j H ERIE p"CER Ythst' b. Pe number of person or entity designated by owner 8. EtrpInntpn gate et notice of sornmencement: IA . ttt:. WOES= dent 1 yaw from the coda of rasendre geese s Moms* . to sF �..1 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 1, sEC•riopa 7t3,1S, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING 7WICt3 FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST RE RECORDED AND PQSTtrD ON THE JOB SITE BEFORE THE FIRST INSPE=CTION W YOU INTEND TO OBTAIN F 4 , CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOT1GE OF.COMMENCEMEE.FT. SIgrc e) of Ofntet or owner(.)' attlha8ralf OfficerlOtt�ecto /a� tnerAlianager SY i 7 . :. r:. .Name - .. ' _ AI 410b1 7-..- w. By Name TBdel ' 7Ptice 8lgnature 9Atots Psrbec: . hint Hanle' to teeeiw a copy al-tenors s Notice per Sostlarl 7 13.13(1)it» Roads !NCORIf4 �1It�i� , ,,•• y - 9 • ri , . . `• � ..& ,s t, am ' •• ••+ 4 .1` r._�• . ..!. _'A Y_ t11 OR1GtNAL 00 0846`.ttot' r pt =interim:an m itre 7.$.07.ft • / OUi0141l i �� . g-Vivrit Cromatist. IMgtcwAS --rtemot 43t. s L896EELP56 PG :TT 600Z/9T/V0 Project Address 10658 10 Court Miami Shores, FL 33138- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 BENJAMIN MONTOYA 10658 NE 10 CT MIAMI SHORES FL 33138 -2102 Valuation: Total Sq Feet: $ 8,000.00 0 Contractor(s) Phone THE HOME DEPOT AT HOME SERVICI 954 -979 -2137 Cell Phone Type of Work: WINDOWS No of Openings: 6 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $4.60 $1.60 $160.00 $6.00 $50.00 ($50.00) $4.00 $176.40 Address Parcel Number 1122320280920 Block: Lot In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Expiration: 10/11/2009 Phone Invoice # Total Amt Paid Amt Due WS -4-09 -34520 $ 176.40 $ 50.00 WS -4-09 -34520 $ 176.40 $ 176.40 $ 0.00 Check #: 4766 Applicant BENJAMIN MONTOYA April 16, 2009 Date Cell Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment April 16, 2009 1 Permit No: 09- er Job Name: , 2009 9 'v y' / 6 ,i o cis' /Zd le0r1~ 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 - 795 -2204 Building Critique Sheet M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 08/25/2009 11:53 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 21001 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT *s* * * * * * * * * * * * * * * * * * * * ** TX /RX NO 3935 RECIPIENT ADDRESS 919546362746 DESTINATION ID ST. TIME 08/25 11:52 TIME USE 01'02 PAGES SENT 1 RESULT OK Permit No: 09 -51 Job Name: , 2009 Building Critique Sheet Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Opening Location No . Location Comer Zone or Interior PRODUCT ACCEPTANCE NUMBER - Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE . MAXIMUM TESTED SIZE Rough Opening Dimension MULTIPLE WINDOW MULLION ARE SHUTTERS REQUIRED ( +I PSF ( -) PSF ( +} PS () PSF Wdth fN Height IN Wdth IN Height IN • REQ. 1 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 481/4 50 318 NO 2 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 48 1/4 50 3/8 NO 3 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 481 /4 50 3/8 1 X 4 NO - 4 i • 5 07-0124.01 SGW 70.00 70,00 46.50 62.20 111 63 55 i 50.3/8 . 1 X 4 NO 5 5 07- 0124.01 SGW 70.00 70.00 46.50 . 62.20 111 63 55 50.3/9 NO 6 � 5 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 55 50.3/3 NO r 7 5 - FL 5165.2 DH 60.00 70.00 46.50 62.20 37 76 36 49 1t2 NIA NO .8 4 FL 5165.1 DH 52.80 52.80 46.50 50.40 53 71 52 1/2 49 1/2 WA- NO 9 4 FL 5165.1 DH 52.80 52.80 46.50 50.40 .53 71 52 1/2 49 1/2 ' N/A NO 10 5 . FL 5165.2 DH 60.00 70.00 46.50 62.20 37 76 36 1/4 49 112 N/A NO 11 4 FL 5165.2 DH- 60.00 70.00 46.50 50.40 37 76 36 49 1/2 N/A NO 12 4 . FL 5165.2 DH 60.00 70.00 46.50 50.40 37 76 36 49 1/2 N/A NO 13 4 FL 5165:2 DH 60.00 70.00 46.50 50.40 37 - 76 35 3/4 37 1/4 NIA NO 14 5 FL 5165.2 DH 60.00 70.00 46.50 62.20 37 76 35 48 3/4 N/A NO 15 4 FL 5165.2 DH 60.00 70.00 48.50 50.40 37 • 76 341/2 471/2 N/A NO 16 4- FL 12016.1 CASE 55.00 55.00 46.50 ( 4 - l' 37 76 36 491/2 N/A NO Revising permit #_ WS=4 -09 -698 b adding windows 7 thru 16 to existing permit identify with clouds - 1 Notes: SGW= SLIDER GLASS WINDOW I SH= SINGLE HUNG UE HUN / GC= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR I CASE= CASEMENT 0T = "PICU ' WIN 1N/ ED= ENTRY DOOR /AWN= AWNING m N w JOB# N N THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET 4263208 NAME: 1 OF.1 Montoya Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 ' 49.0 60.3 49.4 53.6 66.2 31-40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & 5 z4 z5 0 -15 425 46.1 56.7 46.5 ) 50.4 622 16 -20 45.2 48.9 60.2 49.4 53.5 6• .1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 4- 22 67.5 83.3 87.9 -DADE COUNTYT , MIAMI Building : Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONROE COUNTY FLORIDA BUILDING CODE 2007 - ASCE /SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height Tess than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings Tables 1.1 AND 6.5.5) `aa 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 41e45 6- BUILDING CONSIDERED ENCLOSED - All glazing in the tower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1- (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. B w) • "c S PREWO ROOF • �?i c t-Pr • '4,0 v { ¢ �g'iF• • • • w og • • • • • •• Root • t • (l46•• *lees • soome • • • •• ••.• • • 46.46• • •• • • • a <= BWx0.1ora < =hx0.4 BW less or equal than BL a must not be Tess than a =3 feet or a= 0.04xBW • ••.•• a • ••s•• • • • 4600•. 46.010• ••w•• • • • WIND PRESSURES IN PSF 150 MPH VELOCITY 4646 • NGCO 3 Inc. •• • • • Engineirirlg Services - CA 8116 •S•• • 6971 W. SUNRISEMVD. 104 PLANTATIOIVIPLOWDA 33313 • tee 19 585- 8604•Fa c (954) 585-0305 E -mail: Engco •• •• •• •• • • • ••••. • • • •••• •• • • • • .•• • • • • • • •• APR 0 1 2009 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL E/28/2009 Mean Roof Height 13 Roof Slope 3/12 Building Width 46' Building Length 60' 5FT 9[ 8 5FTy Bedroom Den 10 11 12 Bedroom Bedroom 7 4 1 X 4 mullion New Replacement 6 Closet WINDOW/ SHUTTER DIAGRAM SHEET Dining Patio New Replacement 1 X 4 mullion Lixi Room 13 14 Ai— Entry .. ... • 1.¢ • • • • • 5ft • .. • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Kitchen Bedroom • • • •• • • • . • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • 15 1 OF 1 Florida Building Code Online roduct Approval SER: Public User Product Approval Meng > Product or Aoolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Address /Phone /Email Authorized Signature 'User Reaistration ' ' ' ' 1 Publications,'` ' Sew' Iola Surcharge s FL5165 -R1 2007 0 Product Manufacturer Simonton Windows Technical Representative Chuck Anderson file: / / /CI /Users /Road%20Runner /Desktop/ Florida %20Building %20Code%20Online.htrn (1 of 6) [3/11/2009 9:18:40 PM] 1 Cochrane Ave Pennsboro, WV 26415 (800) 746 -6687 .F.4062.5. , • �, patricia _robisonesimoAt6ta:cdrri :: : • ......... . • .. • ... .. • .... Patricia Robison patr icia_robisoll @siMont®A.cdPft •' •• .. .. • .... .... .... .... ••.. • • • •• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • . . • •• • Florida Building Code online Address /Phone /Email 1 Cochran Ave. Pennsboro, WV 26415 (800) 746 -6687 chuck_anderson@simonton.com Quality Assurance Representative Miami -Dade Building Code Compliance Office Address /Phone /Email 140 West Flagler St. Suite 1603 Miami, FL 331301563 (305) 375 -2901 ftldade @aol.com Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By file: / / /Cl/Users/ Road %20Runner / Desktop/ Florda %20Building %20Code %20online.htm (2 of 6) [3/11/2009 9:18:40 PM] Miami -Dade BCCO - CER Dade County Protocol TAS 201 .. ... . • • •• TAS 202 . ▪ • • • • TAS 203 .. • ••• . • • .... •• • • •• • • • • • • • • • • . • • • • • • • • • • •• • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XCEIC 1994 1994 1994 1994 Florida Building Code Online 300VL stormBreaker Plus Vinyl imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.8/ -52.8 Other: 53x71 See limitations of use listed in Notice of Acceptance (NOA) # 07- 0309.07 Missile Impact ating: Large and Small. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved file: / / /CI /Users /Road %20Runner / Desktop / Florida %20Building %20Code %20Online.htm (3 of 6) [3/11/2009 9:18:40 PM] Method 1 Option A 02/12/2008 02/14/2008 02/14/2008 03/18/2008 tormBreaker Plus 300VL Vinyl DH Certification Agency Certificate FL5165 R1 C CAC 07030907.odf Quality Assurance Contract Expiration Date Installation Instructions FL5165 R1 II 07030907.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Cr • • • • . ... . . • . • .. .. • .... .. .. • . . • • • .. • • • ... • • . .. • • . • • • . . ... • • • .... • • ... • • ... • .. • .... • • .. • I Limits of Use Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: +60/ -70 Other: 37x76 See limitations of use listed in Notice of Acceptance (NOA) # 07- 0309.07 Missile Impact rating: Large and Small. Florida Building Code Online 5165.3 5500 stormBreaker Vinyl DH Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +65/ -75 Other: 28x76 See limitations of use listed in Notice of Acceptance (NOA) # 03- 0813.05 approved For use in HVHZ requiring the use of approved shutter system. 5165.4 5500 stormBreaker Vinyl DH Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/ -60 Other: 112x76 See limitations of use listed in Notice of Acceptance (NOA) # 03- 0813.05 approved For use in HVHZ requiring the use of approved shutter system. file: / / /CI /Users /Road %20Runner / Desktop / Florida %2oBuiiding %20Code %200niine.htrn (4 of 6) [3/11/2009 9:18:40 PM] Certification Agency Certificate FL5165 R1 C CAC 07030907.Ddf Quality Assurance Contract Expiration Date Installation Instructions FL5165 R1 II 07030907. Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5500,StormBreaker, Vinyl DH sold under the marketing name of StormBreaker 100VL Certification Agency Certificate FL5165 R1 C CAC 03081305.odf Quality Assurance Contract Expiration Date Installation Instructions FL5165 Rl II 03081305.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5500,StormBreaker, Vinyl DH Fixed DH mulled assembly, sold under the marketing name of StormBreaker 100VL Certification Agency Certificate FL5169 R1!C CAC. 030 &138..Ddf Quality As!ura4c4e ?C4lr$ract Expiration Date •• ••• •• • • • •• Installation Instructions FL5165 •R1 Ii; 1308i,30 df Veined Eiy . MiatnirDade'BCCD : CER .... .. CreSted•by Independent . Fhir d•Party: Evaluation Reports Created by Irriependgnt :Third Party: • ••••• • ••. • • •• •• • • ••• • • 51653 5500 stormBreaker Vinyl DH 5500,StormBreaker, Vinyl DH sold under the marketing name of StormBreaker 100VL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/ -50 Other: 53x71 See limitations of use listed in Notice of Acceptance (NOA) # 03- 0813.05 approved For use ' in HVHZ requiring the use of approved shutter system. Certification Agency Certificate FL5165 R1 C CAC 0308130 .odf, Q uality Assurance Contract Expiration Date Installation Instructions FL5165 Ri II 03081305.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5165.6 5500 stormBreaker Vinyl DH 5500,StormBreaker, Vinyl DH sold under the marketing name of StormBreaker 100VL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +65/ -70 Other: 37x76 See limitations of use listed in Notice of Acceptance (NOA) # 03- 0813.05 approved For use in HVHZ requiring the use of approved shutter system. Certification Agency Certificate FL5165 Ri C CAC 03081305.odf Quality Assurance Contract Expiration Date Installation Instructions FL5165 Ri II 03081305.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5165.7 5500 stormBreaker Vinyl DH 5500,StormBreaker, Vinyl DH sold under the marketing name of StormBreaker 100VL •• ••• • • • • • •• • • • • • . . •• ••• •• • • • •• .• • • .•• • . • .• .• • • • • • •• •• •• • •••• • .. • ••• .•.• •••• • • • • • • Florida Building Code Online file: / / /CI /Users /Road %20Runner /Desktop/ Florida %20Building %20Code %200nline.htm (5 of 6) [3/11/2009 9:18:40 PM] • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • . • • • • • • •. •• • •• • • • ••• • • Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/ -65 Other: 37x72 See limitations of use listed in Notice of Acceptance (NOA) # 03- 0813.05 approved For use in HVHZ requiring the use of approved shutter system. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- (850) 487 -1824, Fax (850) file: / / /CI /Users /Road %2oRunner / Desktop / Florida %20Building %20Code %200nline.htm (6 of 6) [3/11/2009 9:18:40 PM] DCA Administration, 2100 Disc Certification Agency Certificate FL5165 R1 C CAC 03081305.Ddf Quality Assurance Contract Expiration Date Installation Instructions FL5165 R1 II 03081305.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 414 -8436 O 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: .. • • •. •• • • •.•• • • •.• • • •.. • • • • • • • • • • • • • • • • • • • •• •• •• • • • •. • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • . • • • MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Building Products, Inc. dba Simonton Windows One Cochrane Drive Pennsboro, WV 26415 SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing the use gt 948structrir • • • materials. The documentation submitted has been reviewed by Miami Dade County Pry Control vision • • and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Gounty and otlieLarels where allowed by the Authority Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodiotdssntrol • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C,buninreserverthe nght to have this product or material tested for quality assurance purposes. If this prodhMt or•matersal to • • perform in the accepted manner, the manufacturer will incur the expense of such testing and the A'FT7 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 300VL Stormbreaker Plus White PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. DA0003, titled "Stormbreaker Plus Vinyl Double Hung Window NOA ", sheets 1 to 8 of 8, dated 01/26/07, with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, 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 Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04-0421.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinscodeonjim • • • • • • • •• • • •• • • • • • • • • NOA No. 07- 0309.07 Expiration Date: August 05, 2009 Approval Date: June 7, 2007 Page 1 • Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No DA0003, Sheets 1 through 8 of 8, titled "Stormbreaker Plus Vinyl'• "• Double Hung Windows NOA ", dated 1/26/07 with revision #3 dam 5Yt /07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E. • • • • •• • • • • • • • B. TESTS •••• •• • • • 1. Test reports on 1) Air Tnfiltration • Test, per FBC, TAS 202 -94 • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per Fib' •PAS 2Q2.94 • .•••• 3) Water Resistance Test, per FBC, TAS 202 -94 " •' •••• •. 4) Large Missile Impact Test, per FBC, TAS 2014 • ; • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -914 .••••• 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and'FAS 202 -94 • • • • • • along with marked -up drawings and installation diagram of PVC double hung • • • • window, prepared by Architectural Testing Inc., Test Report No. ATI- 01- 48833.02 dated 04 /14/04, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 1/26/07 and revised on 5/11/07, prepared, signed and sealed by Charles A. Pagen, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex TUG" dated 01/08/04, expiring on 05/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB" dated 02/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. 2. Statement letter of no financial interest, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0421.03, issued to Simonton Windows for their Series 5500 Storm Breaker PVC Double Hung Window, ap •roved on 08 /05 /o�- expiring on 08/05/09. Manuel Pe � Product Control er NOA No. 07 ' .07 Expiration Date: August 05, 2009 Approval Date: June 7, 2017 E -1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL. NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS (2X) & GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS (2X) $ GLAZING DETAILS 4 VERTICAL & HORIZONTAL CROSS SECTIONS (1X) 5 ANCHORING LOCATIONS 6 BILL OF MATERIALS & COMPONENTS 7 COMPONENTS SIMONTON' W I N D O W S 1 COCHRANE AVE PENNSBORO, WV 26415 PH. 800 - 426 -2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOWS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE'HVHZ OF FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE PROPERLY ENGINEERED AND ANCHORED TO TRANSER LOADS TO STRUCTURE AND THE INSTALLATION IS TO BE REVIEWED BY BUILDING OFFICIAL. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. 5. INSTALLATION OF THIS SYSTEM DOES NOT REQUIRE THE USE OF APPROVED SHUTTEWDCTERNAL PROTECTION DEVICE. 6. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. 4 3 w LL OS -I m p 0 m to —I aD 0 m 53' OVERALL FRAME WIDTH 46.13° MAX. D.L.O. / 53° X 71° DOUBLE HUNG WINDOW 1' INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR 1° INSULATED GLASS 3116° TEMP AIR 1/8° ANN - 0.100 PVB - 1/8° ANN 3/16° TEMP AIR 1/8° ANN - 0.100 PVB - 1/8° ANN 1/8° TEMP AIR 1/8° ANN - 0.100 PVB - 1/8° ANN SIZE UPTO53 °X71° UPTO37'X76' UPTO53 °X71° DESIGN PRESSURE RATINGS POS. 55.0 PSF POS. 60.0 PSF POS. 62.8 PSF ' F POS. 55.0 PSF NEG. 58.0 PSF NEG. 70.0 PSF NEG. 52.8 PSF °TEMP AIR118'��.- �•� s c° TnR3'VRao 50.55.0 - 0.100PVB -1/8 °ANN UP TO 53° X 64.5' .:• TEMP AIR 1/8° ANN - 0.100 PVB -1/8' ANN UP TO 37' X 78° POS. 60.0 PSF NEG. 70.0 4 •• • • • • • • •• ••• •• • • • • •• • • • • i • 2 3 ••• • • • • • •• • • 4 • • • i'A E: °, 5027: • • 1 • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • s • •• •• • • • •• •• ••• • • • ••• • • REVISIDS ADDEDTAPCON 1 X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME 5500 SERIES TO 300VL (SHEET 1) ADDED SYMBOLS & NOTES (SHEET 1 7) 37° OVERALL 30.13° MAX. D.LO. 4 37' X 76" DOUBLE HUNG WINDOW A W /ALUMINUM REINFORCEMENT / \ 1 INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR PRODUCT IT SIMONTON' 'Yu 22/07 • I N D 0 W t ®r Y1( 1/26/07 1/26/07 FIT DATE 1/22/07 3/26/07 I 9101"8 '" j' OD) IrlI1.v • puts VINYL >mBOOUBLE HUNG VINEVS NBA 1• IiiiIK 57 GLS GLS GLS a' N aas 0 • © a: +1._. a' I 37 x 76" DOUBLE HUNG W/ ALUMINUM REINFORCEMENTS RNdI! a. • fl • FIT n DX) 5 m I ; : 0 r�ic 0 ii rf= p � ® 0 r I ,'�� p 0 CD IA o INTERIOR MEM m —1141111111111 O 0 Ant ; • v 53 x 71 DOUBLE HUNG W/ STEEL REINFORCEMENTS 2 pi in f z m In a LIJ N 2 2 •• • • • • • • • • • • • • • • • • • DESOPTIIM 625" GLASS BITE 1/8 ANNEALED .100 PVB 1/8 ANNEALED •• • AIR SPACE 1/8 TEMPERED CRORLEZ PA ML. MEG. ENG. • •• • • • • • 1/8" ANNEALED .100" PVB 1/8 ANNEALED AIR SPACE 3/16 TEMPERED BEE I LARGER •THAN 37$ x.76 • • • • • U USE STEEL REEIfORCEIINTS! • •• ••4 • • • • •• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •• 000 • • • ••• • • REVISERS TAPCON IX INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5500 SERIES TO 300VL (SHEET 1) ADDED SYMBOLS & NOTES SHEET 1, 6 & 7� INTERIOR EXTERIOR GLAZING DETAIL SPACER W /DUPONT LAMINATE .625" INTERIOR GLASS B11E EXTERIOR • • • • • n�rE 1/22/07 3/26/07 5/1/07 PRODUCT RAINER nw opdpIq wwYi . biftligamk Ateepeses No Dee BY GLS GLS tI IT SIMONTON — F7_s x'22/07 w••o• "1/26/07 !6 '""2d9 1W°'�`%? 9/26/07 IP diquiHriF,Tivialiiin4 w:<PS iS g .25 MAX. SHIM SPACE S M10 WITH S I ILL REINFORCEMENTS M HORIZONTAL CROSS SECTION ‘-' WITH ALUMINUM REINFORCEMENTS 11 1 2 3 .625" INTERIOR GLASS BITE 1/8" ANNEALED .100" PVB 1/8 ANNEALED SPACER GLAZING DETAIL W /SOLUTIA LAMINATE SPACER GLAZING DETAIL W /SOLUTIA LAMINATE • • • • • • •• • • • • •• • • DESCRIPTDIV ADDED TAPCON 1X INSTALLATION MPHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM AD 500 SERIES TO 300VL (SHEET 1) DED SYMBOLS & NOTES (SHEET 1, 6 &7) AIR SPACE 1/8" TEMPERED EXTERIOR .625 INTERIOR GLASS BITE 1/8" ANNEALED .100 PVB 1/8 ANNEALED AIR SPACE 3/16 TEMPERED EXTERIOR DATE 1/22/07 3/26/07 5/1/07 BY GLS GLS GLS NO UNITS LARG TNIAN' $? x 76" • • • • • USE STEEL R INFORCETEN . • • 4 4 3 3 z 2 • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • CH4RLE% AG74, R.. SEG. # • • • • • • • • • • • • • • • • • • • • • • • •• •• A B 4 z M 2 N m ice 0 L l"1 1i11 W IWO m 0_,Iy-1:41 IN: 1 .a ' •'1- 9 4A © W/ STEEL EINFORCEMENTS .ER 0 2 D In 2 N 3 6} 76" DOUBLE HUNG W/ ALUMINUM REINFORCEMENTS • • 2 • • • • • • • IESCRIPTIEN ADDED TAPCO 1X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5 EE500 SERIES TO 300VL (SHEET 1) ( ADDED SYMBOLS & NOTES (SHT 1, 8 &7) •1i, .•• • • • • • •• • • N • • • • • •• •• • •• • • M •• CHARLES O.. PAG • I�+ OAr • • • • • • • • ••• • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • ••• • • • ••• • • • • 1 • • DATE 1/22/07 3/26/07 5/1/07 BY GLS GLS I °3 IT SIIvIONI'ON Is " 'fnn 1/22/07 w o w s ' 9/26/07 P.E. / 16 . FIT 4d 8 flP n/26/07 it /Q'7 Mu HUNG VINDws MIA (IX CRUSE SECTIIjW 4 .25" MAX. SHIM SPACE 1 1.25" MIN. EMB. .25" MAX. SHIM SPACE' - 1.25 ° MIN. EMB. 53 OVERALL FRAME WIDTH WITH STEEL REINFORCEMENTS 37 OVERALL FRAME WIDTH . • tkl :. :4'i- I v WITH ALUMINUM REINFORCEMENTS 3 JEUERIQR DUERLOR 1.25" MIN. EMB. INTERIOR DCTERIOR .25" MAX. SHIM SPACE 4 • 25" MAX. SHIM SPACE 1.25° MIN. EMB. 1 2 3 •• •• • • • • • •• • • • • • • ••' CHARLES A. PA • • • I i • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• •• ••• • • • • f .•: ADDED TAPCON IX INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5500 SPRIES TO 300VL (SHEET 1) ADDED SYMBOLS & NOTES (SHEET 1, 6 & 7) • • • •• • • • • • • • ••• • • • • • • • • • • • • • • •• • ••• • • REVISIONS DAN 1/22/07 3/26/07 5/1/07 BY GL5 GLS ui 10 9.5" 9.5" — SEE NOTE @ OR@ M t0 I SEE NOTE 2 ©OR®3 to 43" ANCHORING LOCATIONS SINGLE WINDOW 53°X 71" 1. FASTENERS ARE LOCATED IN INTERIOR TRACK. 2. FASTENERS ARE LOCATED IN EXTERIOR TRACK. 3. USE ONLY DADE COUNTY APPROVED FASTENERS AND SHIMS. 4. THE WOOD SCREW, TAPCON & SHEET METAL SCREW FASTENERS ARE ALL. LOCATED AT THE SAME WINDOW LOCATIONS. THE SAME NUMBER OF FASTENERS ARE USED FOR A GIVEN WINDOW IN WOOD OR CONCRETE STRUCTURE. 4 3 SEE NOTE 2 1 . 5 " I SEE NOTE 1 co %/ 1 2 27" n ---° 9.5" 9.5" ANCHORINC•WGATIPNS• TINGLE W • • • 37°X;6" •• • • • •••• •• ••• •• BESCRIPTEN ADDED TAPCON 1X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5500 SERIES TO 300VL(SHEET 1) ADDED SYMBOLS & NOTES (SHEET 1, 6 & 7) SEE NOTE 2 5 ". • • • • • • •• • •• ••• • • • • • • • • • • • • • • • • • • ••• • • •, • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • g 7 L IIR LS X22/07 x/26/07 ls? 1/26/07 PUS �R ll�ii'Ifi7im INOUV LUCA • • • • • ,ICWIR t . P E •• • • • • • • G. ,. � • • 2 • • a • • c / � ( 2,... • • • • • ••• • • • • • • • • 011E 1/22/07 3/26/07 5/1/07 REVISED . somphMt.Yk *be FLrids R Ns Dale x .Wirer•• iii IT. iCie BY GLS GCS GLS .0 BILL OF MATERIALS Na DESCRIPTION 0 COMMON RAIL ElliMMENZEN © • _ 7 /111/ 2 X 4 INNER WOOD BUCK WOOD 01 X 4 INNER WOOD BUCK WOOD m FOAM TITE C -FOLD BY AMESBURY GROUP IEUMOMEN. MUM FIN WEATHERSTRIPPING .250 • ® FOAM BULB OP RAI BY AMESBURY GROUP IEM=INEME ® SCREEN TRACK INSERT MirEFMMIllign • ®G I • ' • IN I,/1 O W.Gthi.1,10,H 'L•MIl MEM 11•111111=11 MEM FIN WEATHERSTRIPPING .210) 1" IN ULATED IMPACT R ISTANT GLASS SEE 19 GLAZING DETAILS SHEET 2 AND SHEET 3 GLASS m KEEPER LOCK SET 30219 BY TRUTH ONMENEMMI MIIIIIILIKIMII n iflll DIA X 3 3 4° TAPCON ANCHOR MgMEMII if;"! " -,, . .uft►1•lil li a•L`Nfa=1•n/1m rlY •�r ;x,,:.�. Wiz:: '. ammumENNIIIIII IMENEEMINI ... ®�� 111DIL7 /A «i/Lfi /r:,..c`I1.`[•are .. Iffiffi. REINFORCEMENT 16107 1 REINFORCEMENT 5.109 iiWEE REINFORCEMENT 60911 MalgiaMil WM REINFORCEMENT 56110 0 FIN WEATHERSTRIPPING .340 • ® FOAM TITE B LB BOTTOM RAIL SIL BY AMESBURY • ® FOAM TITE FRAME .180 HEAD INSERT BY AMESBURY ILLE. MIR TILT LATCH 76825 BY ASHLAND 1. OFFSET PIVOT BAR 12985 BY ASHLAND gEMMEMMI OMMINIMi MEM REINFORCEMENT 56111 WEE REINFORCEMENT DH78 79 L0 REINFORCEMENT DH75 MEE REINFORCEMENT ST -439 ijii MENI REINFORCEMENT DH76 WOOD 4 3 O COMMON SASH P/N DH75 1.535 UFT RAII P/N DH76 d 1 gO 1 ° GLAZING @FAQ P/N B18 1.807H 21 LOCK RAIL P/N DH77 T () HEAD INSERT P/N VPI -421 3.250 16 P/N SILL 2 1.535 ()2 EQUAL LILIETT P/N DH79 •• ••• • • • • • • W • • • • • • • • • •• ••• •• • • • • • • • • •• • • 2 • • • • • • ADDED TAPCON 1X INSTALLATION M 1 OD 7. 4 at REVISED MARKETING NAME 55.4 S ADDEO SYMBOLS & OTES SHEE 1, 6 &7) CHIPRLEi f PA•4 • P.E. SL. 'REC. EiIG. # 91a1 • • TE: • �S b•? f • • • ` • • • • • • • • DESCRIPTMN • 3.. SH ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M 1.535 O EQUALSAASS SILE P/N DH78 1.535 () KEEPER RAIL P/N DH74 3.250 24 DOUBLE HUNG (IAMB /HEAD P/N OH71 • • •• • • • • • DATE 1/22/07 3/26/07 5/1/07 GLS GLS A11 ®t SIMONTON' '?LS r/22/07 1/26/07 1/26/07 W I N D O W S I. ilitc aE FIT Wm7d B "' p soda PLUS VINYL tIMBLE RUNG VINDIVS NUA (cUMPONENTS) FOAM TITE C -FOLD 10 B0TT0M RAIL WEATHERSTRIPPING rn m o f- -�- 0.748 0.398 --j I-- m 2S REINFORCEMENO 56109 P/N DH79A ALUMINUM 6063 -T5 .062" WALL N 0.748 0 0) W M 0 1 -- -0.453 36 R EINFORCEMENT 56111 P/N DH75A ALUMINUM 6063 -T5 .062" WALL • 1 > 250" FIN WEATHERSTRIPPING ,210" RN WEATHERSTRIPPING X 340" FIN WEATHERSTRIPPING 0.796 0.748 29 REINFORCEMENT 60911 ALUMINUM 6063 -T5 .062" WALL ao co !0 0.275 n 0) 0 0.157 m co 0.748 0 0.171 37 REINFORCEMENT DH78/79 16 GA H.D. GALV G -90 0) m 1 0.748 40 REINFORCEMENT DH76 16 GA H.D. GALV G -90 4 FOAM TITE TOP RAIL 12 BULB WEATHERSTRIPPING 30 REINFORCEMENT 56110 P/N DH74A ALUMINUM 6063 -T5 .062" WALL 0) N 11 0.746 0 0. 33 0.250 REINFORCEMENT DH75 16 GA H.D. GALV G -90 REV. 2 3 DESCRPTEN BY ADDED TAPCON INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5500 SERIES TO 300VL (SHEET 1) ADDED SYMBOLS & NOTES SHEET 1, • 7) 5/1/07 1/22/07 3/28/07 GLS GLS GLS 13 SCR EN RACK 32 FOAM TITE BOTTOM SILL BULB 0.750 I 1 V c i REINFORCEMENT ST -439 16 GA H.D. GALV G -90 •• ••• • • • • • •• • • • • • •• • • • • ••• • • 0 M o ° I 1- ---1- -0.748 27 REINFORCEMENT 16107 P/N DH76A ALUMINUM 6063 -T5 .062" WALL • 33 FOAM TITE FRAME .180 <-- HEAD INSERT TIM ini i IT SIIMONTON"'" V22/07 • ) N D O • ! ®17 . //26/07 r FIT ST "/26/07 PLUS VINYL BLE HUNG MOWS NOA (COMPONENTS) A B 4 4 3 3 2 •• • • • • •• • • • • • • 2 • • • • • • • • • • ••• • • • • • • ••• • • • • • • • ••0 • • • • • • 0 •• 00 • • • • • • ••• es (1 /1>r� CHHRLES A. P 4 N. P.E. EL. jEC �9G ! • DATE* 6/4/ 7 • • • • • 1 • • • • • • • • • • • • • • 0• •• Florida Building Code Online . • 11 FT roduct Approval SER: Public User Product Approval Menu > Product or Application Search > /triplication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative file: / / /CI /Users/ Road %20Runner /Desktop/ Florida %20Building %ZOCode %20Online.htrn (1 of 4) [4/8/2009 11:38:56 AM] ! User Registration 1 ' �„ Publications,` I ,rasa I Sew I • Surcharge, Liagi FL12016 New 2007 Approved 0 Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 (800) 746 -6687 Ext 11828... • .. •• patricia_robison @sirngntopkc nt • ... . . •• ••• •• • Patricia Robison patricia_robison @s monton.c ?na Patricia Robison ••• • • • • • • ••• ••• • • • • ••• .. • • • •• • .. • .. • • .. .. . . .. • Florida Building Code Online Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 1 Cochrane Dr Pennsboro, WV 26415 (304) 659 -2903 Ext 4825 patricia_robison @simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303 -5664 webmaster @aamanet.org file: / / /Cl/ Users / Road% 20Runner /Desktop/ Florida %20Building %20Code %200nline.htrn (2 of 4) [4/8/2009 11:38:56 AM] Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association lionsiaist AAMA/WDMA/CSA 101 /I.S.2 /A440 TAS 201 TAS 202 TAS 203 .... .. • • • • • • • • • • • • ••• • •.• • • • • • • •• • ••••• •• • • • • • • • • • .• • • •• ••• • • • • • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • ••• •••• •••• • • • • • • ••• • • • • • • • • • • • • • • • •• .• Xcac 2005 1994 1994 1994 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 12016.1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/ -55 Other: 36x50 Missile Impact Rating: Large 12016.2 08 -09 Vinyl Casement triple file: / / /Cl/ Users / Road% 20Runner /Desktop/ Florida %20Building %20Code %200nline.htm (3 of 4) [4/8/2009 11:38:56 AM] Method 1 Option A 01/14/2009 03/02/2009 03/05/2009 04/07/2009 Description 08 -09 Sold under the marketing names of StormBreaker Plus 300 VL Certification Agency Certificate FL12016 RO C CAC SIM 08 -09 C TAS 36x50 exo 12. Quality Assurance Contract Expiration Date 04/23/2012 Installation Instructions FL12016 RO II Simonton Stormbreaker Drawinas Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL12016 RO AE Eval Report sinale casement revised to1ncludi ' ' .' Created by;In a de0t:ft1itd Party: Yes 08 -09 Sold under the marketing names of StormBmakkr ?lus gQ0 •• ••• • • .• ••.. .... ..•. • • • • • • ••• • • • • • • • • • • • • • • . . • • •• •• • •••••• • • • • ••• • • • • • • • • • . • • • • • • ••• • • Honda Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 91x65 triple Missile Impact Rating: Large Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- (850) 487-1824, Fax (850) 221 file:///Cl/Users/Roado/020Runner/Desktop/Florida (4 of 4) [4/8/2009 11:38:56 AM] DCA Administration 2100 414-8436 *. • © 2000-2005 The State of Florida. All rights reserved Cobvtiaht andlscroimer Product Approval Accepts: Disc Certification Agency Certificate FL12016 RO C CAC SIM 08-09 TAS 91x65.Ddf FL12016 RO C CAC Sim TAS.odf Quality Assurance Contract Expiration Date 09/26/2010 Installation Instructions FL12016 RO II Simonton Stormbreaker Drawinas Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL12016 RO AE Eval ReDOlt triple casement revised to include COI.Ddf Created by Independent Third Party: Yes • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SPECIFICATIONS • •••• • • • •' • • • • • ••• RECORD OF PRODUCT TESTED • :..' AAMA/WDMA/CSA 101/I.S.2/A440 -05 C -R55- 914x1270 (36x50) PA 201, 202, 203 COMPANY AND PLANT LOCATION Missile Level: Large Rating: +55/-55, 36x50 Rating above conforms to requirements of TAS 201, 202 and 203 CODE NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED Simonton Windows — Pennsboro, WV Simonton Windows — Paris, IL Simonton Windows — McAlester, OK SIM -1 SIM -2 SIM-4 08 -09/08 -20 CASEMENT (PVC) (X) (OG) (INS TEMP/LAM GL) (MODIF) (ASTM) OULIMMIII 914 x 1270 (3'0" x 4'2 ") =UMW 872 x 1224 (2'10" x 4'0 ") (Validator / Operations Administrator) Simonton Windows 1 Cochrane Ave. Pennsboro, WV 26415 Attn: Jennifer Pittman AAMA CERTIFICATION PROGRAM �41 ITHARI7ATIAN FAR PRAM MT CFRTIPW ATIAM • • • The product described below is hereby approved for listing in the next issue of the AAMA Certified Pr9dttote Director The approvIr • is based on successful completion of tests, and the reporting to the Administrator of the results of tests, acarmarlied by relaaediarawings • • • by an AAMA Accredited Laboratory. • • ••••• • •• •• 1. The listing below will be added to the next published AAMA Certified Products Directory. 2. This Certification will expire April 23, 2012 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Structural Test & Report By: Architectural Testing, Inc. Report No: 83465.01 -501 -47 Date of Report: October 28, 2008 Date: December 23, 2008 Cc: AAMA SBS ACP -18 (Rev. 8/06) Missile Impact Test & Report by: Architectural Testing, Inc. Report No: 82308.01 -501 -18 Date of Report: July 2, 2008 Validated for Certification Associated Laboratories, Inc. Authorized for Certification • • • • •••• • • • •• • • • • • • • Amenrr` Manufactu =rsAssociation • •• • • • • • • .• • • • •••• • • .� • • • TABLE OF CONTENTS Jo M/-1A. SHEET # DESCRIPTION D.L.O. WIDTH 1 GEN. NOTES, TYPICAL ELEVATION, TABLE OF CONTENTS 2 VERTICAL CROSS SECTIONS X 3 HORIZONTAL CROSS SECTIONS D.L.O. HEIGHT 4 ANCHORING LOCATIONS II 5 ANCHORING LOCATIONS 6 COMPONENTS, BILL OF MATERIALS, GLAZING DETAILS _ - - Jo M/-1A. FRAME WIDTH 29.206" MAX. D.L.O. WIDTH X D.L.O. HEIGHT II I • • • •• • • • ••• •• • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • ••• SIIAA®NT®T 9.0 • • • COCHRANE AVE, PENNSBORO, WV4$641,5 8111. • 800- 426 -2249 • • • • • • STORMBREAKER PLUS 30OVL IMPACT RESISTANT VINYL CASEMENT •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • •• ALL MODELS ARE VIEWED FROM THE EXTERIOR REV. F• REVISIONS REVISED BY: • • • •• • •• •• • • • GENERAL NOTES: SHIMS 1. ARE OPTIONAL. MAX. SHIM STACK 1/4". ONLY • MIAMI—DADE COUNTY APPROVED CORROSION RESISTANT FASTENERS AND ITW TAPCON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS. 2. HIGH QUALITY CAULK SHALL BE USED BEHIND WINDOW FLANGES. 3. WOOD BUCKS (BY OTHERS) MUST SUSTAIN ALL IMPOSED LOADS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. WOOD BUCKS, BY OTHERS, MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE INSPECTED BY A BUILDING OFFICIAL. 4. BASED ON LABORATORY TEST REPORT NUMBER 82308.01- 501 -18 & 83716.01- 501 -18 BY ARCHITECTURAL TESTING, INC. TEST METHODS TAS 201, TAS 202, AND TAS 203 WERE USED. 5. THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE. 6. NO SHUTTERS OR EXTERNAL PROTECTION DEVICES ARE REQUIRED. 7 MULLION DETAILS FOR TRIPLE UNIT • • 36" X 50" CASEMENT STORMBREAKER PLUS 0 DESIGN PRESSURE RATING +55.0 PSF —55.0 PSF 0 co N 30" MAX. r SINGLE FRAME WIDTH 23.206" MAX. D.L.O. WIDTH 1- x W 0 0 X O 4 Y X D NIMESH 9HAVSAR FLORIDA RE, NO 56861 -. OM ENGINEER NG SERVICES, 1NC 621 E WASHINGTON ST SUITE 8 ORLANDO. FL, 28Q1 FBPE Certiflcot• of Authorization No. 26637 91" X 65" CASEMENT TRIPLE STORMBREAKER PLUS DESIGN PRESSURE RATING +50.0 PSF —50.0 PSF TITLE: X W W NAI NMS, b TVPIraI CI FVATIONS DATE: O SIMONTON WINDOWS 1 Cochrane AYemm Pem born, WV 26415 SCALE FIT 1 of 7 SIZE:(oRAWING NO.: V: B I OA0007 I - DRAWN BY: GS CHECKED 8Y: APPRVD 8Y: DATE: 10/13/08 DATE DATE SERIES STORMBREAKER PLUS 300VL CASEMENT • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • •• • • • • • • 0 2 1 VERTICAL CROSS SECTION 2X SUB BUCK STANDARD CASEMENT • • • • • • • • • • • • • • • • • ••• • • • • • • ••• •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • •• 2.5" MIN. FROM EDGE OF CONC. OR CONC. FILLED BLOCK REV. REVISIONS: REVISED BY: •• • • • Z � In CO N. w0 1 VERTICAL CROSS SECTION 2 ALTERNATE FRAME DETAIL FOR SINGLE UNITS 2X SUB BUCK STANDARD CASEMENT INTERIOR A a EXTERIOR OM ENGINEERING SERVICES, INC 621 E WASHINGTON ST SUITE 8 ORLANDO, FL .32801 FBPE Certificote'6f Authorization No. 26637 nnE: 2.5" MIN. FROM EDGE OF CONC. OR CONC. FILLED BLOCK 0 2 11 VERTICAL CROSS SECTION 1X SUB BUCK STANDARD CASEMENT NIMESH BMAVSAR FLORIDA P.E.. ,NO : -56861 NOTES; 1. THE SHIM IS REQUIRED TO BE A "RIGID /STIFF" MATERIAL THAT COMPLIES WITH THE REQUIREMENTS OF THE MIAMI —DADE COUNTY, FL AND FLORIDA BUILDING CODES. 2. CORROSION RESISTANT FASTENERS AND MATERIALS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 3. APPLY CAULK AROUND SCREWS AT THE SILL ONLY. 4. REPLACE SECOND AND BOTTOM HINGE TRACK SCREWS WITH INSTALLATION SCREWS, ITEM NUMBER 6 OR 12. 5. REPLACE ONE OPERATOR BRACKET SCREW WITH INSTALLATION SCREWS, ITEM NUMBER 6 OR 12. DATE OSIMONTOW W I N O O W S 1 Co h hoc Aveme Pamsboro, WV 26415 SCALE: FIT SHEET: 2 of 7 SIZE: AWNG NO.: B I DA0007 I — R AKN BY DAT GES 10/13/08 CHECKED BY: APPRVD BY: DATE: DATE: stmES: STO• BREAKER PLUS 300VL CASEMENT wRrear rYHKG SFt..nrWS 1.5" MIN. EMB. INTO WOOD • • • • • • • • • • • • • • • • • • • • • • • • • EXTERIO • • • •2i' I/AZ • • • • SH�A (SE • 1107E 1) •• •• .25" MAX. SHIM (SEE NOTE 1) REV. REVISOR$: TENSED RY: m 0 c u�i 1!IIIII:�I 0 0 0 CD APIA" 71 111:01f j�llll'1 iI 1� 0 HINGE JAMB O 3 1.75" MIN. EMB. INTO CONCRETE O 3 .25" MAX. SHIM (SEE NOTE 1) .25" MAX. SHIM (SEE NOTE 1) • • ••• • • • ••• •••• • • •••••. • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • 0 • • • • • !„ • .1ritar Ill I 1 ••■ INTERIOR HORIZONTAL CROSS SECTION EXTERIOR INTERIOR 1.5" MIN. EMB. INTO WOOD 2X SUB BUCK STANDARD CASEMENT .25" MAX. SHIM (SEE — NOTE 1) 1.75" MIN. EMB. INTO CONCRETE HORIZONTAL CROSS SECTION 1X SUB BUCK STANDARD CASEMENT LOCK JAMB 1.5 MIN. EMB. INTO WOOD 1 HORIZONTAL CROSS SECTION 2 ALTERNATE FRAME DETAIL FOR SINGLE UNITS 2X SUB BUCK STANDARD CASEMENT CD 0 o 00 0 0 CYom 0 Z z 0 —I L� 'Lou- c .4 O 4 FBPE Certificate. of Adt:h.vrizotion No. 26637 TITLE: HORIZONTAL CROSS SECTION TRIPLE MULLION UNIT DETAIL DATE THE CASEMENT FRAMES ARE ATTACHED TO THE MULLION WITH (4) #8 X 1 3/4 PHILLIPS FLAT HEAD UNDER -CUT SCREWS SPACED FROM THE TOP DOWN 6.0 ", 19.5 ", 32.75 ° , 46.0" AND 59.0 ". NOTES; 1. THE SHIM IS REQUIRED TO BE A "RIGID /STIFF" MATERIAL THAT COMPLIES WITH THE REQUIREMENTS OF THE MIAMI -DADE COUNTY, FL AND FLORIDA BUILDING CODES. 2. CORROSION RESISTANT FASTENERS AND MATERIALS THAT COME INTO CONTACT WITH DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 3. REPLACE TWO SCREWS IN EACH IMPACT SNUBBER WITH INSTALLATION SCREWS, ITEM NUMBER 5. 4. REPLACE ONE SCREW IN EACH TIE BAR GUIDE WITH AN INSTALLATION SCREW, ITEM NUMBER 6. NIMESH BHAVSAR•• • ..„ FLORID NO 56851`- . leb OM ENGINEERSNG.SERVICES. INC 621 E WASHINGTON S f SUITE 8 ORLANDO. FL 32801, SIMONTON' ® I N 0 O W S 1 Cochrane Ammo Palasbom, WV 26415 SCALE ISiEET: FIT I 3 of 7 SZE: RAYANG NO.: B I DA0007 REV.: DRAWN E': DATE: GLS 10/13/08 OHEIXED BY: APPRVD DY: DATE: DATE SERIES: STORYBREAKER PLUS 300%. CASEMENT •n1717nNTAI r°nCG RrrTInNR ---{ 12.0" r y -{ 12.0" „TO/ ° - „8'8 Ihmi JoIL i i 0 ililli REPLACE ONE SCREW THRU EACH SNUBBER WITH INSTALLATION SCREW • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • NOTES: • • • • 1. WHEN ANCHORING CASEMENTS TO A 2X BUEK! USE ftTEMS•5 & 6, y/8 X 2 1/2" & #8 X 3" P ID SCREWS. I HEN • CASEMENT WINDOWS TO A 1X BUCK AND CONCRETE USE ITEM 8 & 12, 1/4" X 3 3/4" ITW, TAPCONS & 3/16" X 3 1/4" ITW TAPCONS. •• • • • •• ••• •• • • REPLACE ONE SCREW THRU OPERATOR WITH INSTALLATION SCREW • ••• • • • • • • • • • • • • • • • • • • • ••• • • REPLACE UNt SCREW • ••• THRU HINGE TRACK WITH INSTALLATION SCREW 36" X 50" CASEMENT 2X SUB BUCK ANCHORING LOCATIONS • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • •• • • • •• REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW REPLACE ONE SCREW THRU EACH 11E BAR GUIDE WITH INSTALLATION SCREW REPLACE ONE SCREW THRU EACH SNUBBER WITH INSTALLATION SCREW REPLACE ONE SCREW THRU OPERATOR WITH INSTALLATION SCREW 12.0" 12.0" 12.0" -- 36" X 50" CASEMENT 1X SUB BUCK ANCHORING LOCATIONS NIMESH BHAVSAR. FLORIDA P.E. NO 56861 • t!f3 ° OM ENGINEERING SERVICES, INC 621 E WASHINGTON ST SII,TF' 8 ORLANDO. FL 32801. - FBPE Certificnte;o# 4utftorization No. 26637 REV. REVISIONS REVISED BY REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW (, SIMONTON" W I N D O W S 1 Coehcane Aveaoe PcODen«D, WV 26415 SCALE: SHEET: Fl T I 4of7 52E 8 RAWING NO.: DA0007 DRAVM BY: DATE: GLS 10/13/08 CHECKED BY: APPRVD BY: REV.: DATE: DATE SERIES STORM08EAKER PLUS 3008. CASEMENT TITLE: ANC}If1RINr. I fN'.ATIONS DATE: REPLACE ONE SCREW THRU EACH TIE BAR GUIDE WITH INSTALLATION SCREW REPLACE ONE SCREW THRU EACH SNUBBER WITH INSTALLATIO SCREW 12.0" 12.0" • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • REPLACE ONE SCRE1i'• • • THRU HINGE TRACK WITH INSTALLATION SCREW /VOTES: • • • • 1. WHEIM PNCINORING 1 P•H111G6 CASEMENTS (AWNINGS) TO A 2X • • ERJCK tJSF: ItMIt :, $ a #8 X 2 1/2", #8 X 3" PH FH & • • #8 It 1 1 / "•PH FM WOOD SCREWS. WHEN ANCHORING CASt aANDOWS A•1X BUCK AND CONCRETE USE ITEMs 8& 15, 3/16 "0 X 3 1/4" & 3/16 "0 X 1 1/4" ITW TAPCONS REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW REV. r• REVISIONS: REVISED BY. REPLACE ONE SCREW THRU OPERATOR WITH INSTALLATION SCREW REPLACE ONE SCREW THRU EACH TIE BAR GUIDE WITH INSTALLATION SCREW REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW •• • • • •• ••• •• • • • • ••• • • • • • • RFfLACE ONE SCREW • 1:4). • THRU HINGE TRACK WITH • • • L.2 °• • • • • II AL SCREW 2.25 1.5" 91" X 65 CASEMENT - TRIPLET 2X SUB BUCK ANCHORING LOCATIONS 10.5" 12.0" 0 f9 0 N N REPLACE ONE SCREW THRU OPERATOR WI TH INSTALLATION SCREW REPLACE ONE SCREW THRU EACH 11E BAR GUIDE WITH INSTALLATION SCREW REPLACE ONE SCREW THRU EACH SNUBBER WITH INSTALLATION SCREW U) T 12.0" 10.5" — 12.0" 2.25" 1.5" REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW 12.0 2.2 1.5" .2 10.5 12.0" 2.25" 2.25 1.5" 613 /.'� OM ENGINEE SERVICES, INC 621 E WASHINGTON ST SUITE 8 ORLANDO, FL .32801 FBPE Certificoteof'AutOoiizotion No. 26637 nom' 12.0" 2.25" 1.5" 1.5" 2.2 10.5" 12.0 91" X 65" CASEMENT - TRIPLE. 1X SUB BUCK ANCHORING LOCATIONS REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW ANf71fIRINA IfirATIfWS "°. O to m N 0T (0 f t REPLACE ONE SCREW THRU HINGE TRACK WITH INSTALLATION SCREW DAZE NIMESH BHAVSAR -. FLORIDA P.E. NO 56861 OWIND OVIS SIMONTON* 1 Cochrane Avcooc Pmashwo, WV 26415 SCALE FIT SHEET: 5 of 7 SZE4DRAWING NO.: B I DA0007 DRAWN BY DATE: GLS 10/13/08 CHECKED B Y: APPRVD BY: REV. DATE: DATE: SERIES: STORMBREAKER PWS 3WVI CASEMENT BILL OF MATERh8 s: •'• • • ITEM # DESCRIPTION • • • • • MATERIAL. 1 EXTRUDED CASEMENT FRAME "' RIGID VINYL' 2 EXTRUDED CASEMENT SASH RIGID VINYL 3 EXTRUDED GLAZING BEAD RIGID VINYL 4 GLAZING COMPOUND — PECORA • • • • • • SILICONE* 5 #8 X 2 1/2" PH FH WOOD SCREW • • • • • • • • • S sEFZ .• 6 #8 X 3" PH FH WOOD SCREW • • - • • SrERr • • ••• • •• • • • 8 3/16 "0 X 3 1/4" TAPCON ANCHOR STEEL 9 1" INSULATED TEMPERED /ANNEALED IMPACT GLASS WITH .090" PVB INTERLAYER — 10 HIGH QUALITY SILICONE CAULK SILICONE 11 .187 X .300 FOAM— FILLED VINYL BULB — 14 #8 X 1 1/4" PH FH WOOD SCREW STEEL 15 3/16 "0 X 1 1/4" TAPCON ANCHOR STEEL 16 EXTRUDED CASEMENT FRAME WITH INTEGRAL FLANGE RIGID VINYL 17 EXTRUDED VINYL MULLION COVER RIGID VINYL 18 MULLION REINFORCEMENT #16991 6063 —T5 ALUMINUM 19 #8 X 1 3/4" PH FH UNDER —CUT SCREW STEEL • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • •• 0 —1 1.119" f 1.530" r 3.171 " —� 3.250" CASEMENT WINDOW FRAME 0.079" MAX. WALL & 0.060" MIN. WALL • • • • • • • • • • • • • • • • • • • • •• • • • • • • O N CASEMENT SASH 0.079" MAX. WALL & 0.059" MIN. WALL EXTERIOR INTERIOR O k -- 0.543" GLAZING BEAD BV68 SPACER REV. d• 1/8" TEMPERED AIR SPACE .— 1/8" ANNEALED .090 PVB 1/8 ANNEALED 0.625" GLASS BITE 1.0" INSULATED TEMPERED IMPACT RESISTANT GLASS GLAZING DETAIL 0.245" 11 0) r9 REVISIONS: v FOAM— FILLED VINYL BULB .187" X .300" � SIMONTON . W I N D O W S 1 Cochrane Avem. Pcnnaboio.WV26413 SCALE EET: FIT 6 of 7 REVISED BY. CHECKED 8Y: APPRVD eY: DATE SIZE: RAWem ND.: REV.: B I DA0007 I — DRAM BY: DATE: GLS 10/13/08 DATE: DATE: SERIES STORMBREAXER PLUS 300VL CASEMENT NIMESH BHAVSAR FLORIDA=P:E. NO 56861;, • OM ENGINEERING SERVICES, INC 621 E WASHINGTON ,ST SUITE 8 ORLANDO, FL ' 32801 FBPE Certifiaotio' of `Au norizotion No. 26637 11 r rweru isnrC Re I rr WITFRISI C Re la AMC f1FTAl1 S RIVET .25 D1A STEEL RIVET WITH A GRIP LENGTH IF .50 MAX. BARREL NUT 010 -24 OR 010 -32 STAINLESS STEEL BARREL NUT. 250 O.D. X 25' LG WITH .10 MIN ENGAGEMENT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• REV. REVISONS REVISED BY: 6.0" 0.63" H E- 0.63" 0.75" 0.75" REINFORCEMENT BASE PLATE DETAIL .060" MIN. STEEL - 2. 1» j 0 0 MULLION L- BRACKET .076" MIN. STAINLESS STEEL • • •• • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• ••• •• • • • • • • • • • • • • • • •• •• ALUMINUM MULL REINFORCEMENT BASE PLATE - DETAIL A TABLE 1 GNIILLIUN ATTACHING HARDVARE) IX BUCK TO MASONRY ATTACH BASE PLATE TO CONCRETE HEAD W/ TWO (2) 1/4 "0 X 2" MIN. TAPCON TYPE ANCHORS. EXTRUDED VINYL MULL COVER L- BRACKET NOTES; TAPCON ANCHORS SHALL BE ELCO OR ITW (305 LB MAX. SHEAR) OR EQUAL. A MINIMUM 1 -1/4" EMBEDMENT INTO CONCRETE IS REQUIRED. BASE PLATE ATTACH BASE PLATE TO CONCRETE SILL W/ TWO (2) 1/4 "0 X 2 TAPCON TYPE ANCHORS. ALUMINUM MULL REINFORCEMENT NIMESH BHAVSAR FLORIDA PPrEE. NO 568$1' pAlir OM ENGINEERING SERVICES, INC 621 E WASHINGTON ST SUITE 8 ORLANDO, FL 32801 FBPE Certificate- of Autzio.:izotion No. 26637 SCALE flT TITLE: s EXTRUDED VINYL MULL COVER L- BRACKET ASSEMBLED MULL AND ATTACHMENT VIEW 2X BUCK TO CONCRETE ATTACH BASE PLATE TO 2X BUCK HEAD W/ FOUR (4) #10 X 1 1/2" SHEET METAL SCREWS SIMON TON WIN D D W S 1 Coclusoo Memo Paulsboro, W V 26413 DATE L- BRACKET IS ATTACHED TO VINYL MULL COVER & MULL REINFORCEMENT USING TWO (2) RIVETS OR BARREL NUTS (305 LB MAX SHEAR) 2 ON EACH L- BRACKET REFER TO TABLE 1 L- BRACKET PAK -WIK SPACER 1" X 1/2" X 1/4" THK. MAX. (4) REQ. (2) AT TOP AND (2) AT BOTTOM SHEET: 7 of 7 SZE B DRAWING NO.: DA0007 DRAWN BY: DATE: GLS 10/13/08 CHECKED 8Y: OA1E: APPRV'D BY: STORMBREAKER PLUS TOOVL CASEMENT AS.1 WWI C110 71:401 11:437 DATE: RE DATE February 17, 2009 MANUFACTURER Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 PRODUCT NAME Stormbreaker Plus 300VL Single Casement Window •••• MAX. FRAME WIDTH • •`. " " • 36 inches • MAX. FRAME HEIGHT 50 inches • • • CONFIGURATION X • TEST STANDARDS TAS201 -94 • • • • •• • • • • TAS202 -94 "" • •• ' TAS203 -94 • • • • TESTING FACILITY Architectural Testing Labs (ATL) • Springdale, PA •••• • TEST REPORT 82308.01-501-18 • " "� • • MAX. LOAD +/- 55 psf, • • • • • • This product is designed to comply with Florida Building Code 2007, including requirements for HVHZ HVHZ YES IMPACT LARGE AND SMALL MISSILE GLAZING 1" insulating glass (1/8" clear tempered glass outboard, 17/32" air space, 11/32" laminated glass made of (2) 1/8" clear annealed glass and a 0.090" thick Solutia PVB interlayer) REFERENCE DRAWING DA0007 ❑ M ENGINEERING SERVICES, INC. Civil • Structural • Inspections Product Evaluation Report NOTES: • Anchor calculations include the following anchor types: 1) #8 Wood Screws for installation on wood frame substrate, with minimum 1 -1/2" embedment into the substrate and minimum 3/4" edge distance. Number and spacing as shown on installation instructions. 2) 3/16" Diameter ITW Tapcon Screws for installation on masonry and concrete substrate, with minimum 1- 1/4" embedment into the substrate and minimum 2 -1/2" edge distance. Number and spacing as shown on installation instructions. • Maximum allowable shim space is 1/4 ". • Valid for use in high - velocity hurricane zones. This product is impact- resistant, and does not require impact protective systems. 621 E Washington St Suite 8 - Orlando, Florida 32801 Phone: 407 - 704 -7815 • Fax: 407 -704 -7816 • www.omengineer.com • •••• • •••• • .• • • ••• •••• • •• • • ••. • • ❑ M ENGINEERING SERVICES, INC. Civil • Structural • Inspections This product approval application is for Stormbreaker Plus 300VL Series Single Casement Windows with configuration (X), manufactured by Simonton Windows. Refer to installation instructions with drawing number DA0007 for installation requirements and part details. Calculation report is available upon request. • • •••• • • • • •• • •w • • Under limitations of use stated herein, to the best of my knowledge and abilitrfhe'above Wlntiow • • product conforms to the requirements of the 2007 Florida Building Code. •••• •• • •• •••• • • •• • • • • •• •• •••• Evaluation Report Engineer of Record: Nimesh J. "Bhaysar, P.E. Florida Registered Professional Engineer #56861 621 E Washington St Suite 8 - Orlando, Florida 32801 Phone: 407- 704 -7815 • Fax: 407 - 704 -7816 • www.omengineer.com •• •• • • • • . • • • • • • • • ••.• • • • •••• • • • • • • •• • . •• • • • • • Dear Sir (Madam), ®M ENGINEERING SERVICES, INC. Civil • Structural • Inspections Nov 3, 2008 TO: Whom It May Concern FROM: Nimesh Bhaysar Registered Florida Professional Engineer #56861 PRODUCT NAME: Stormbreaker Plus 300VL Impact Resistant Vinyl Casemei6L.': MANUFACTURER: Simonton Windows • • • • •• •• •••• . • .. ,, • To the best of my knowledge, the above - mentioned product conforms to the curont ,•;;;;• edition of the Florida Building Code. ' ••' • • • • •• • •••• Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Nimesh Bhaysar, P.E. Florida Registered Professional Engineer #56861 621 E Washington St Suite 8 - Orlando, Florida 32801 71141 7O4e — G..... •M" 7ff• 70A0 ......... ...«..«�. «��.. �....,. • .•• • •••• • •• • • • .• • •• • • • • •••• tro • • • • • • • • • •... y • .: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BLDG DEPT Mann; Shores VidF7::?, APPROVED BY ZONING DEPT DA SUBJECT TO COMPIJANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: OPENING # 1 -6 • •. • • • • • • ••• • • • ••• . •• • • • • • • • • • • • . • ••• • • • • • • • • • • • • ••• • • • li • Cd»fl t FLORIDA ••••• • . • • • METfO�E FL�►GG.ER4kJIEDDING • 140 irEsrltUrEll STREET? Shill 1603 MMAMI, FLORIDA 33130 -1563 • • • • (304) 3744901 FAX (305) 375 -2908 • ••• eba , • . . • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, incl • ESCRIPTION: Series HR 242(542 Aluminum Horizontal Sliding Window — L.M.I. um. Horiz. Sliding Window — Large Missile Impact Resistant ", sheets 1 through 4 of 4, dated 12120/06, prepared by Engineering Express, signed and sealed by Frank L. Bonnardo, P.E., bearing the Mrami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mla ni Dade swine: IVACO TRACO Security ( TRACO) 71 Progress Avenue 2304 Silverdale Road 5100 N.W. 72" Avenue Cranberry Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166 and the following statement: "Miami -Dade County Product Control Approved ". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or moue of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Many 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 ' s ts s. 01 .. or its distributors and shall be available for inspection at the job site at the t e Building This NOA revises and renews NOA # 02- 0124.01 and co s page 1 and evidence page E -1, as w as approval document mentioned above. The submitted documentation was reviewed by Manuel P.E. NOA No 07 -0124.01 Expiration Date: October 17, 2012 Approval Date: March 29, 2007 Page 1 TRACO Security Windows & Doors. Inc. • • • . • • • • •• • • • •. ' :' • • • • • • • • • • •• • • . • • • • • • • • •• • • • • •.. NOTICE QF ACCEPTANCE: EVID) E SU.BIV ITI1D, . •• ••: • • • .. • • • • • • ••. • • • •• • A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • ::.'• 2. Drawing No 06-TRA -0006, Sheets 1 through 4 of4, Med r1jR 12/42 ('Series 140) Alum. Horiz. Sliding Window — Large 1Vlissile Impadasisnt',pj 10/06, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC,PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Nfissile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3201, dated 11/7 /01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #02- 0124.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineering Express, dated 12/27/06, signed and sealed by Frank L. Bernardo, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. M ami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. F. STATEMENTS 1. Statement letter of conformance, dated January 10, 2007, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated January 10, 2007, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0124.01, issued to Traco Security Windows & Doors for their Series "140 (242 - 542)" Aluminum Horizo �. i + ' ; Window Si pro ed on 10/17/02 and expiring on 10/17/07. E -1 Manuel P Product Control NOA No Expiration Date: October 17, 2012 Approval Date: March 29, 2007 LL W MAX FROM ENDS AT HEAD /SILL HR 242/542 ALUM. HORIZ. SLIDING WINDOW I 8° MAX O.G 32 7/8" D.L OPENING O.C. LARGE MISSILE IMPACT RESISTANT H 12 3/4" AX O.C.t 1 "111 1 1 11111 1 J_ 1- -1-- -- 1 70 8' 0 I I 32 3/4° D.L OPENING 32 7/8 D.L OPENING 6" MAX FROM ENDS AT H 12 3/4" MAX 0.C. AT JAMBS 6° MAX FROM ENDS AT IAMBS ALLOWABLE DESIGN PRESSURES GLAZING A: +100/ -90 PSF (G.E. OR DOWSEALAN() GLAZING B: + 100/ -100 PSF (I SEALANT) +100/ -90 PSF (G.E. SEALANT) G SEE ta ou W SEALANT) GLAZING D: +70/ -70 PSF (G.E. OR DOW SEALANT) GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUDDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM 01300 -02 STANDARDS. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASLS IN ACCORDANCE WITH THE GOVERNING CODE. 4. MULTIPLE UNITS MUST BE INSTALLED USING MTAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYs t tM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CON)UNCRON WITH Ti115 DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE • • • • EXISTING STRUCTURE. • • 7. ALL EXTRUSIONS SHALL BE 6063-15 OR 6163 -Tf W4 INUM AILOI? • • • UNLESS NOTED OTHERWISE. • • • • 8. UNITS GLAZED WITH 5/16° or 7/16" LAMINATED GLASS ARE LARGE • • • MISSILE IMPACT RESISTANT AND DO NOT REQUI OMESISTANT• • • • SHUTTERS. • 9. EXTERIOR SEAM OF FRAME CORNERS SHA • BE SAILED WITH • SILICONE. 10. ALL BOLTS & WASHERS SHALL BE ZINC CCA� • • GALVANIZED STEEL, OR STAINLESS STEEL WITH ATE TENSILE • YIELD STRENGTH OF 60 KSI. 11. ALL STEEL IN CONTACT WITH ALUMINUM6W I&j RAINTED OR • • PLATED. • • • • • •• •• •• •• • 7119091PCT CEYISP.D cocompttiogwIth the Mop • • • FRANK L E NARDO, P.E. Wrs Mr eg 8 d a6 W 1°' Ea a 9 N, m ! p W.. iD W •• Z W • ,d • • • • • • re 06 -T(2Qy SCALet At Eam_wmYOR•Nt • 4 J 0 0 O 0 EMBED Il itUol■wmisitaw EXISTING HOST STRUCTURE EDGE DIST EMBED Ix OR 2x WOOD BUCK O Z TYPICAL SECTION N.T.S. VERTICAL SECION • • •• •• t)DSitT iR:VUS.i- cznpsiadkuh th Fta 2 PNe • • • • • • •• • ••• • • 41MINIIM I� • Z . w 7 W Z w a 4 W EDGE DIST ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING EMBED 1x OR 2x WOOD BUCK ?1/4 MAX SHIM OPTIONAL SILL RISER (REF. GLAZING SCHEDULE FOR APPLICABILITY) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING .. 11/4 ° MAX SHIM lx OR 2x WOOD BUCK 0 3 W L EXISTING HOST STRUCTURE 1/4° MAX SHIM VENT WIDTH ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING D.LO. N.T.S. INTERIOR D.LO. EXTERIOR FRAME WIDTH TYPICAL SECTION ANCHOR SCHEDULE: TO HOLLOW BLOCK OR CONCRETE: • 1/4° TAPCONS (ELCO OR 17W) THRU WOOD BUCKS OR DIRECTLY INTO MASONRY/ CON• • -_C MIN EMBED. TO WOOD BUCK OR HOST STRUCTURE: • 1/4' TAPCONS (ELCO OR ITW) WITH 1 -1/2' MIN THREAD PENETRATION. MULLION OR HOST STRUCTURE: • •14 SMS OR 1/4° SELF-DIMING M.°TAL SCREWS (1/8' MIN THICKNESS). HORIZONTAL SECTION VENT WIDTH } D.LO. ANCHOR NOTES : 1. SEE EXTERIOR ELEVATION FOR ANCHOR AND /OR SPACING. 2. ANCHORS SHALL BE INSTALLED RE 1/4° MAX SHIM TIONS RDANCE WITH 3. ENS ill( l ° -1/2• EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 1/2° IS ACCEPTABLE FOR ANCHORS TO STEEL OR ALUMINUM. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD 5. WOOD HOST STRUCTURE SHALL BE °SOUTHERN PINE G =0.55 OR GREATER DENSITY. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 8. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. • • • • • •• • • •••• • • •••• 1x OR 2x WOOD BUCK EMBED ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING ` HOST STRUCTURE •••• • •••• •• • a • •••• • • • Df'Od065M18 P.E • • • • • • • • • • • • • ••� •• r • 06-Tili1;2006 PAt5! of 1IO •t • •• NEMO DESCRIPTION 1 ,FRAME HEAD 2 'GLAZING BD. 3 I SASH TOP 8 BOTTOM RAE 4 MAIN FRAME SILL 5 SILL ADAPTER 6 801 TRACK INSERT 7 SILL WINDLOADADAPTER 8 FRAME JAMB 8 'JAMB ADAPTER 10 BASH SIDE RAC. 1 SASH MEETING RAC. 12 FOLD MEETING RAB- 13 FIAT BAR 14 ' WHEEL HOUSING 15 WHEEL 16 DOWEL PIN 17 W STRIPPING (AT SASH B 8 T RAIL) 18 SWEEP LATCH 18 'WSTRIPPING 20 SCREW AT MEETNO RAILS 21 WEEP COVERS 22 FRAME ASSEMBLYSOREW 23 MEETING RAIL ASSEMBLY SCREW 24 SASH ASSEMBLY SCREW 25 • SWEEP LATCH SCREW 28 WINDLOAD ADAPTER SCREW 27 SEAM SEALER (AT FRAME, AT SASH) 28 'SILICONE SEALANT (AT FXD., AT SASH) 29 OIAZINO BEAD GASKET (FXD, VT) 30 BETTING BLOCK 31 BUMPON SPACER 32 •6ILL RDER MIN. 0.708' GLASS BITE 1/8' ANNEALED GLASS MIN. 0.708" GLASS BITE GLAZING DETAIL 0.100 INNER SAF -GLASS BY SECURITY IMPACT G. 3/16° HS. GLASS � 77 3/16° H.S. GLASS 0.470° GLASS (GLAZING A & B) LARGE MISSILE GLAZING DETAIL 0.100 INNER SAF -GLASS BY SECURITY IMPACT G. 0.325° GLASS (GLAZING D) LARGE MISSILE BILL OF MATERIALS 1/8° ANNEALED GLASS DOW 1199 OR 995, OR TWO PART GE RGS7700 SILICONE PART NUM. ALLOWTEMP 050-757 8083 -T5 060455 ' 808375 050-570 48063.75 0737 608375 050 - 738 6083 -15 ;050 -739 ,606345 .050.740 6083 -15 1 056.572 !606376 1050 -741 16003 -T8 '051.742 6063-T6 '061.571 . 6083-15 .051 -573 1606316 — 014035 014-044 015041 -047-014 !007 -016 047-014 :006-006 '0143 .0124335 012-130 01E836 01243• 000 024-018 024-043 046-014 046 -103 014.048 .0.750 DIA. FIN-SEAL EN-SEAL DOW 1199 OR 995, OR TWO PART GE RG57700 SILICONE MIN. 0.708° GLASS BITE 1/8' H.S. GLASS COMMENTS 550.787 MILL FINISH 8EG -749 MILL FINISH 850370 MILL FINISH SEG -737 MILL FINISH SEG -738 MILL FINISH SEG -739 MILL FINISH 050 -740 MILL FINISH SEG -572 MILL FINISH 850.741 M11.1. FINISH SEG -742 MILL FINISH SEG -571 MILL FINISH 850 -573 MILL FINISH 3115'X1' NAT.ACETAL ' 0.150 DIA. X 0.650. BRASS 0380 X 0.187 BACK WHITE 0.360 X0.187 BACK 010 X 2.060, PhPH SUS O8 X 1.000, PSPH 8MB O10 X1.000. KPH SMS 06 X 1.000, MPH SMS STAINLESS STEEL 68 X 0.750. Ph944 SMB, 55 STA04LE88 STEEL (4) PER CUP SAME AS NBTA SCREWS SM 5504 DOW 1189 OR 895. OR TWO PART GE 9037700 WBT P., BULB VINYL W V -3134, BKL, 66S848 B07099509 0.150.8) -8308, CLR 0.032 THK. X 4.5 EMT. BREAK METAL GLAZING DETAIL. 0.090 INNER SAFLEX/KEEPSAFE BY ARC ALUMINUM 1/8' H.S. GLASS 0.340° GLASS (GLAZING C) LARGE MISSILE GLAZING SCHEDULE: DOW 1199 0R 995, OR TWO PART GE RGS7700 SILICONE GLAZING A, WITH STANDARD SILL (PART 44)8 • 7/16' LAMINATED GLASS: 3/16 H.S. - 0.100 INNER LAYER 5AF -GLASS - 3/16 H.S. GLASS GLAZING 8, WITH SILL RISER (PARTS 44 & 432)8 N • 7/16° LAMINATED GLASS 3/16 H.S. - 0.100 INNER LAYER SAF -GLASS - 3/16' H.S. GLASS _ GLAZING Cs • 5/16 LAMINATED GLASS 1/8° H.S. - 0.090 INNER LAYER LAZING D: • 5/16 LAMINAT'FD GLASS 1/ 8° ANN. GLASS INNER LAYER 5AF -GLASS 4- 1.250 ° -4 0.062' 1 {---- 1.750' 2.625' O FRAME HEAD 1 to �--- 2.458 ° — O FRAME JAMB +0.078' SASH MEETING RAIL 6 ° =1' -0° � O GLAZING BEAD 6 . ■1 ,_ 0 " 0.875° 1.688 " — STANDARD SILL 0 SILL ADAPTER fi 1.200' --t o.S 0.050• 0.7 ° �' t z.oa1° -- O JAMB ADAPTER 9 875° T— {1.020 °t 1.681'.1 Q MEETING RAIL 12 6 " -0° 0.078'-f I I SASH TOP AND O BOTTOM RAIL O 6 SILL TRACK INSERT 6' 1 -0 0.859 0964° 0.090 1 0.703' SILL WINDLOAD O 7 ADAPTER 6•e1'_0° • 0.937 • O 10 SAS11P 610 RAID 6 °el. • • • • •• I •••4 • n ••.2 1 •••. 0.062' • •gs! • • •• • • I 8 •• • • In • • 4 O CORNER CONSTRUCTION 4 ISOMETRIC VIEW 4 Itroo 2 CORNER CONSTRUCTION 4 12' = 1' - 0° ISOMETRIC VIEW L' 144 (. • 4 O CORNER CONSTRUCTION 4 CORNER CONSTRUCTION 12' = 1' -0' ISOMETRIC VIEW 4 12° = 1' -0' ISOMETRIC VIEW By • • • • • •• • • •••. • • • • -. • •••• ••. ••• • •••• • • • • • • • •• • • • • /1/ ... l ?` • • 0 z 1 /! • Si 0 N O } .yV � M \ 11 tie • • • • • • rAkaucr Wham . o6- Toteeee F� wtm�tle�is Sx ' • . • • • 1 FRANK L. BENNARDO, P.E. t9E0046549 MIAMI•DiADE COUNTY OPENINGS # 1 -6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: • • •• •• •. • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • ... MIAMI BODE OptiNfiY,�LORIDA • M$I? -D DE F1IA /1UILD1NG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • (3p1),37:'2oo: • •FA) (3O5) 375 -2908 • • • • •wwv�.abuldiSneCOaeonline.com •••. • f• • • • • • ••• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building ESCRIPTION: Aluminum Tube Mullion (No Reinforcement) — L.M.I. ummum Tube Mullions ", sheets 1 through 3 of 3, dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and ex - - I.1 • -. SSILE IMPACT RATING: Large and Small Missile Impact Resistant hall bear a permanent 1a1e ,.. name or logo, city, state and following statement- "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mmanri -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # -06- 1212.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 074828.06 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 Page 1 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: E -1 • • ••• • • • ••• •• • •• • • • ' :.'• • • • • • • • • • • • ••• • • • • • • ••• • • EVIA s IITeE : : 00 •• .. • . •. • • A. DRAWINGS 1. Manufacturer's die drawings and sections. •.. • 2. Drawing No 06-TRA -0004, Sheets 1 through 3 Of 3, filed: "A14n$nUn Mullions ", dated 12/1/06, prepared by Engineering Express, sigrviark eelad b r F • rank L. Bennardo, 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 two mulled Alum. Single Hung Windows, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- T214 -07, dated 6/21/07, signed and sealed by Daniel G. Farabaugh, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per PA 202 -94 along with marked -up drawings and installation diagram of two mulled Aluminum Sliding Glass Doors, prepared by Miami Testing Laboratory, Inc., Test Report No. MTL- 16605, dated 12/07/95, signed and sealed by David Gale Ober, P.E. (Submitted under previous NOA # 99- 0104.02) 3. Test reports on: 1) Large Missile Impact Test per PA 201 -94 2) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of two mulled Aluminum Double Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -1350, dated 12/12/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA # 99- 0104.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, , dated 12/6 /06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated 12/6 /06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1212.05, issued to TRACO Security Windows & Doors, Inc. for their Aluminum Tube Mullion (No Reinforcement), approv02/01 /07 and expiring on 01/2/08. sue P.E. P r o d u c t Co , d 104 11 11 NOA No. ; -0828.06 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 e 2.000 —} 2x4x1/8° ALUM TUBE 2x6x1 /8° ALUM TUBE SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING ALUMINUM TUBE MULLIONS LARGE MISSILE IMPACT RESISTANT 2.000° 3.000° 4.000 TYPICAL GLAZING PRODUCT 1x2x1/8° ALUM. TUBE Lx3x1/16x1/8 1x4x1/16x5/32° ALUM. TUBE TYPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS HORIZONTAL GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM DESIGN MANUAL 2. NO 33 -1 /3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A )0B- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF 11H6 EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET AU. APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR & •••• WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. • • • •••• 8. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED OS FIEYD • CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY 14 s • • • J p HORIZONTALLY AS APPLICABLE. • a 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT VERIFY •••• IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO 8E USED 'Mgt • MULLIONS. •••• 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GAjV01a STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSL • 11. AU. STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLAYED. •• •• • • • • • • • •• • • •••• • • • • PRO. R£VIBEI • • • • wend vimwF•1O7d•• • •xOdt�C Lob - yS4 B • ND !I 1 �(o BY,. �_ <•If.X r. Deg vi.4144, mum BENEWEJ eomplyhtgvim tEFlolid9 FteldIng Cade Atvggsatg J..// FRANK 010046549nNnaoo, r.e • S 8 � 1 � •• • WO 0 6 -111A -0004 9cg1•�•• PA•e DtL4CR 04 1.3 1 1 1 MUWON SPAN TRIBU7ARYSPAN 24• ! 27" 30" 33' 38' 39• 47 45" 48' • • 11••;•64. W4 262 , • 303 .28.8 - -• 50. 1 48 1 144• 690 52.4 I 472 429 393 383 33.7 316 29.5 138' 644 ! 573 I 51.8 48.8 42.9 396 388 I 34.4 322 137 70.6 62.8 58.5 51.4 47.1 434 403 37.7 393 638. 6 31.4 41 I 128• 77.7 69.1 822 88.8 61.8 47.6 44.4 418 38.9 38.8 ii 344 32.7 120' 88.0 78.4 B&B 828 57.3 829 49.1 468 43.0 • 5119• T 0 382 3•• 114' 868 849 ; 734 694 83.7 888 54.8 810 47.8 . 411711. • 424 602 4 168' 106.8 { 84.9 1 634 77.7 712 651 81.0 57.0 53.4 503 47.5 490 107 120.1 , 1088 96.1 87.4 611 736 68.7 84.1 80.1 • 46%00 . 53.4 60.8 86' 136.1 121.0 1049 89.0 95.7 83.7 778 72.8 6.0 84.00 .604 573 • 90' 1400 ; 138.1 1243 113A 1036 85.8 888 82.9 77.7 • 73.1 0 69.1 6&4, • 87 140.0 { 140.0 140.0 1302 119.3 110.2 102.3 858 I 09.5 842 79.8 •79.4 78' 140.0 i 140.0 140.0 140.0 138.9 1282 119.1 111.1 1042 + 88. • 824 w.• • 77 140.0 140.0 140.0 140.0 140.0 140.0 140.0 130.9 122.8 .1 • • 109.1 103.4 68' 1400 140.0 140.0 140.0 140.0 140A 140.0 140.0 140.0 138.0 130.4 X123, '' 140 • 80' 1400 1400 140.0 140.0 140.0 140.0 1400 140.0 140.0 140.0 1400 84' 140.0 140.0 140.0 1400 1404 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48° 140.0 140.0 1400 1400 1400 140.0 140.0 1400 1400 140.0 1400 1400 47 140.0 140.0 1400 1400 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38" 140.0 1430 1400 140.0 140.0 140.0 1400 1400 1400 140.0 1400 140.0 30" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1400 140.0 140.0 MULLION 8P914 TRIBUTARY SPAN 24' ( 20. 3G 32? ! 38' 39' 47 45' 47 51' 84• 80. 144° 149 ` 128 11.8 108 - - - - - - - - 138` 189 14.7 13.2 120 110 102 - - 230 - 218 137 180 ! 180 15.1 13.7 12.6 11.8 10.8 10.1 - - - - 128' 212 18.8 17.0 18.4 14.1 130 12.1 113 100 - - - 120 23.5 209 18.6 17.1 16.7 144 13.4 12.6 • 11.8 11.1 100 - 114• 282 23.3 21.6 18.1 170 181 ' 15.0 14.0 13.1 12.3 11.7 11.0 108' 234 .28.1 239 21.4 19.6 18.1 18.8 ' 15.7 14.7 13.8 13.1 12.4 107 33.2 29.5 28.5 24.1 - 22.1 20.4 19.0 17.7 189 15.8 14.7 140 98' 327 I 33.6 302 27.4 25.1 232 . 21.8 201 188 17.7 18.8 16.9 90' 432 334 34.8 31.4 288 266 . 243 233 21.8 20.3 19.2 182 87 50.0 44.4 400 38.3 33.3 30.7 289 ; 28.8 25.0 23.5 222 21.0 78 834 81.9 48.7 • 424 389 369 93.3 , 31.1 292 275 28.9 24.6 72' 690 813 682 602 480 428 334 ' 388 34.5 325 30.7 29.1 BB` 828 73.6 882 602 662 509 473 44.1 41.4 38.9 386 34.8 970 1 100.9 89.7 805 73.4 873 821 57.7 536 68' 475 140.0 425 1198 1251 111.7 100.5 91.4 836 _ 773 71.8 870 828 69.1 140.0 ! 52.9 48• 140.0 140.0 1294 118.7 1070 88.8 - 81.7 856 54' 764 1400 ! 676 42' 140.0 140.0 140.0 1400 1400 1302 1209 1126 1058 985 940 89.1 38' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1400 140.0 138.9 1283 122.4 30' 140.0 140.0 140A 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 MULLION SPAN TRIBUTARY SPAN 24' 27" 30" 33' 36' I 39' 47 45' 48° 51' 54" 57" 147 258 22.9 20.8 18.7 172 I 16.9 14.7 13.7 I 12.9 12.1 • 11.5 109 138' 29.3 230 23.4 218 19.5 18.0 16.7 15.8 ' 14.8 13.8 13.0 . 123 137 33.5 . 29.7 ' 238 24.3 22.3 20.6 19.1 i 179 18.7 16.7 149 14.1 128' 38.6 343 ' 30.8 28.0 256 ! 23.7 • 22.0 i 205 ' 19.2 131 17.1 • . 182 120' 44.8 396 359 324 29.7 I 27.4 28.4 239 1 223 21.0 19.8 138 117 61.9 48.2 41.8 37.8 34.8 ,. 1 32.0 25.7 . 273 1 26.0 24.4 23.1 219 108' 582 51.7 489 42.3 38.8 38.8 33.2 I 31.0 29.1 274 259 24.6 107 65.4 58.1 62.3 47.8 ' 430 40.2 37.4 34.9 327 30.8 29.1 27.6 98' 74.1 698 692 538. 49.4 - 436 42.3 398 37.0 34.9 32.8 312 97 645 731 879 619 634 520 483 45.1 42.3 399 . 376 35.6 54' 974 - 86.5 - 77.9 70.8 649 599 589 619 ! 487 45.8 433 410 78° 113.3 100.7 10.8 824 75.5 69.7 64.7 ! 6.4 698 53.3 . 60.4 47.7 77 1334 1136 ! 108.7 970 1 990 821 78.2 ! 712 68.7 629 I 693 562 68' 1400 140.0 1272 1198 1030 97.9 90.9 84.8 79.6 74.8 707 870 60' 1400 j 140.0 ! 140.0 1390 I 1283 118.4 1099 I 102.8 98.2 809 ! 856 I 81.0 54' 1400 1400 ! 140.0 1400 1400 140.0 1367 1 125.7 . 1189 111.8 i 105.6 100.0 48' 140. . 140.0 140.0 140.0 140.0 140.0 140. { 140.0 140.0 140. 1339 125.8 47 140.0 140.0 I 140.0 1400 I 140.0 140.0 140.0 140.0 ; 140.0 140.0 ' 140.0 • 140.0 38' 1400 • 140.0 ' 140.0 140.0 , 140.0 140A 140.0 140.0 140.0 140.0 I 140. 1400 30' 1400 1400 . 1400 1400 140A 1400 1400 I 140. i 140.0 1400 1 140. i 14." • MUWON SPAN TRIBUTARY SPAN 24' I 20. 30' 33' 36' 38' 42" • 48' 48' 51" i 54° BA 120' 110 I - - -- - - - - - -- - - 114" 128 11.4 10.2 - - - - - - - - - 108' 16.1 I 13.4 12.0 11.0 100 - - - - - - - 107 179 16.9 14.3 - 130 . 119 110 102 - - - - - 98' 214 ! 19.1 172 15.8 143 132 123 11.4 10.7 10.1 - - 90" 256 22.9 20.8 18.7 172 16.9 14.7 - 13.7 12.9 . 12.1 11.4 109 84' 29.8 26.4 23.8 21.6 188 133 170 - 16.9 149 14.0 13.2 129 78' 34.7 309 27.8 25.3 232 21.4 19.8 18.5 17.4 16.3 15.4 148 77 41A 38.5 32.8 298 1 27.4 26.2 23.4 I 21.9 20.5 i 19.3 1 182 173 88' 492 43.7 393 35.8 329 303 28.1 262 24.8 23.1 216 20.7 80• 690 532 479 436 399 25.9 . 342 i 31.9 300 232 286 252 54" 746 662 896 i 54.2 49.7 48.8 42.8 • 39.7 37.3 331 33.1 31.4 48' 860 84.5 780 i 69.1 63.4 58.5 84.3 50.7 476 44.7 422 40.0 42" 125.1 1112 100.1 • 91. 63.4 770 71.5 637 82.8 i 88.9 ! 556 52.7 38• 140.0 140A 1374 1 125.0 I 114.5 106.7 982 91.6 859 809 76.4 72.3 37 1400 140.0 140A { 140.0 , 140.0 140.0 1400 ; 133.2 1249 117.5 . 111.0 1052 MULLION SPAN TRIBUTARY SPAN 24° 1 20. 37 37 i 38' 39' 47 47 48' , 51" 54° 60. 90° 11.8 10.8 - - - - - -- - - - - 84' 14.5 12.9 116 10.5 . - - -- - - ' - - - 78' 18.1 ' 18.1 146 • 13.1 12.0 11.1 103 - - - - - - 77 230 1 20.4 18.4 18.7 i 153 14.1 13.1 . 12.3 11b 10.8 ! 102 - BB' 2966 28.5 236 ' 21.7 ' 138 18.4 ' 17.0 15.9 149 14.0 133 12.6 87 39.7 , 35.3 31.8 288 • 238 24.4 22.7 212 18.8 ' 18.7 i 17.6 18.7 54' 51.7 48.0 41.4 37.8 : 34.5 318 288 . 238 28.9 I 24.3 23.0 21.8 49" 650 . 564 52.7 476 43.9 40.5 • 37.6 36.1 320 310 r 25.3 27.7 42' 888 i 770 693 ; 83.0 . 57.7 533 49.5 ' 482 43.3 40.8 38.5 366 36' 1181 ' 1055 66.0 . 16.3 ' 79.1 73.1 878 - 63.3 59.4 55.9 62.8 50.0 30' 140.0 140A 1372 1246 114.4 105.6 98.0 915 65.8 , 80.7 1 762 722 DESIGN LOAD SCHEDULES DUCT ppwo r 4t3''V 1 TABLES BELOW GIVE ALLOWABLE PRESSURES FOR EACH �Bpp1eB9 fiat mc� plY 0 .' 8' MULLION AT SPAN &TRIBUTARY DIMENSIONS SHOWN. BukRESCIde V BokflsaCadv 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPICTED TO TH - - N0 x . L. T ✓. ' 7 i 1" x 2" x 1/8" TUBE MULLION 1" x 3" x 1/16" x 1/8" TUBE MULLION 1" x 4" x 1/16" x 5/32" TUBE MULLION ANCHORS A, B, OR C FENESTRATION PRODUCT 2" x 4" W1 VERTICAL MULLION FENESTRATION PRODUCT ANCHORS TYPE A, B, . OR C TUBE MULLION 2" x 6" x 1/8" TUBE MULLION TRIB SPAN' W1 + W2 2 FENESTRATION PRODUCT HORIZONTAL MULLION `ANCHORS TYPE A, B ORC FENESTRATION PRODUCT FENESTRATION PRODUCT MULLION SPAN (ANCHORS TYPE A, B OR C • • • •• • • • •••• ••••V • •• • • •• P.E. • leo • ••• • 9•••® • .. .. •- •• • • 06- 1RA -00Q4 0CAL81••4le. 01 PA06.6CRWt0WI$ 4, 0 ANCHORS TYPE "A" MULLION 2x2x1/8° ALUM. ANGLE 2 -5/8' LONG MULLION 2x2x1/8• ALUM. ANGLE ti 4 PRECAST CONC. SILL 1.500 MAX. 414 S.M.S W/ 1 -1/2° MIN. EMBED INTO WOOD 1/ANGLE e 3/16 0 TAPCON 1 -1/2° MIN. EMBED 1/ ANGLE 414 S.M.S. 2/ ANGLE NOTCH ANGLE TO MISS MARBLE SILL OR TRIM. 2x2•1/8° ALUM. ANGLE 414 S.M.S 2/ ANGLE MULLION ANCHORS TYPE "B" MULLION 2x2x1/8° ALUM. ANGLE 2 -5/8° LONG 414 S.M.S W/ 1 -1/2° MIN. EMBED INTO WOOD 2/ANGLE 1 -111/16° , -1 1/8 °1 MULLION CLIP •ALT. TO ANGLES FOR ALL ANCHOR TYPES *THIS CLIP SHALL FLOAT INSIDE MULLION (NO SIDE FASTENERS REQ'D) • ANCHORS TYPE "C" MIEN -11/11_' • 2x2x1/8° AUJM. ANGLE 414 S.M.S 3/ ANGLE MULLION MULLION 2x2x1/8° ALUM. ANGLE 3 -5/8° LONG NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 14° 0 TAPCON 4 1 -1/4° MIN. EMBED . 2/ ANGLE 4 CONCRETE OR 'GROUT- FILLED BLOCK 14° 0 TAPCON 1 -1/4° MIN. ABED, 2/ ANGLE oo ri 4 •••• • • •••• • •• • • • a 1.500 COQ• • MAX. GROUT-FILLED BLOC_••• • • •.• Id • ifL•r yds • • • • •• • • • • • Y8 •••• •AlsovPrasdevisi • • gCvQe ' 50 Ate Eviet010 \ ,(\ dd b. M••• 06- TRA -00Q4 =ALAS • • .... • PAGE DNS • Opening Location No Location, Comer Zone or Interior PRODUCT ACCEPTANCE NUMBER Style APPR APPROVE '' ? REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Rough Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 48 1/4 50 3/8 1 X 4 NO 2 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 48 1/4 50 3/8 NO 3 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 48 1/4 50 3/8 NO 4 5 07- 0124.01 SGW i 70.00 70.00 46.50 62.20 111 63 55 50.3/8 1 X 4 NO 5 5 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 55 50.3/8 NO 6 5 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 55 50.3/8 NO Revising permit # WS -4- 09-598 by changing all windows sizes to correct measurements Notes: SGW= SLIDER GLASS WINDOW/ SH= SINGLE HUNG 1 DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN = AWNING THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4263208 Tn En',"EL \ DE WITH ALL FEDERAL 1 OF 1 NAME: Montoya tp Mean Roof Height 13 Roof Slope 3/12 Building Width 46' Building Length 60' Servicing window 3 Servicing window 2 Bedroom Den 1 X 4 mullion • 5� New Replacement 6 Patio 6 4 5 Servicing window Servicing window Servicing window ['Dinin Bedroom Closet 6 New Replacement windows WINDOW/ SHUTTER DIAGRAM SHEET New Replacement 1 X 4 mullion 1 3 I 211 � I L.iyin Room Servicing window 8 P7 Entry Bedroom 1 I Servicing window 1 10 Existing Windows to be serviced Permit# WS -2-08 -268 and WS -7 -07 -1556 Servicing window Kitchen Bedroom Servicing window 10 • • • • • •• • • • • • • • • • • •• •• • • • • • • • • • • •• • Servicing window 9 • •••• • • •••• •• • •••• • • • • • • •• •• • •••• • •• • • • •••• • 1 OF 1 • • • • • • • • • • •• • • • Opening Location No Location Comer Zone or Interior PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Rough Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 48 1/4 50 3/8 1 X 4 NO 2 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 48 1/4 50 3/8 NO 3 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 48 1/4 50 3/8 NO 4 5 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 3 5 50.3/8 1 X 4 NO 5 5 07- 0124.01 SGW 70.00 70.00 46.50 61 3 �': 1,5 50.3/8 NO 6 5 07- 0124.01 SGW 70.00 70.00 46.50 6 1 1 50.3/8 NO 7 5 FL 5165.2 DH 60.00 70.00 46.50 62. -6 49 1/2 N/A NO 8 4 FL 5165.1 DH 52.80 52.80 46.50 50.0 52 1/2 49 1/2 N/A NO 9 4 FL 5165.1 DH 52.80 52.80 46.50 50.40 53 71 52 1/2 49 1/2 N/A NO 1 0 , 5 FL 5165.2 DH 60.00 70.00 46.50 62.20 37 76 36 1/4 49 1/2 N/A NO 11 . 4 FL 5165.2 DH 60.00 70.00 46.50 50.40 37 76 36 49 1/2 N/A NO 12 4 FL 5165.2 DH 60.00 70.00 46.50 50.40 37 76 36 49 1/2 N/A NO 13 4 FL 5165.2 DH 60.00 70.00 46.50 50.40 37 76 35 3/4 37 1/4 N/A NO 14 5 FL 5165.2 DH 60.00 70.00 46.50 62.20 37 76 35 48 3/4 N/A NO 15 4 FL 5165.2 DH 60.00 70.00 46.50 62.20 37 76 34 1/2 47 1/2 N/A NO 16 4 FL 12016.1 CASE 55.00 55.00 46.50 62.20 37 76 36 49 1/2 N/A NO Revising permit # WS -4 -09 -598 by adding windows 7 thru 16 to existing permit identify with clouds Notes: •• ••• • • • • • •• . • • . SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLESWIN6 ISOOI ,tPb PA"n0 SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN = AWNING THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4263208 1 OF 1 NAME: Montoya •• • • •. •• • • • • • • .• • . • • • • .. • • • • • • • . • . ••.• • • • • • • • • • • • •.• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • Opening Location No Location Comer Zone or Interior PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Rough Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 531/8 491/2 1 X 4 NO 2 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 531/8 491/2 NO 3 4 07- 0124.01 SGW 70.00 70.00 46.50 50.40 111 63 531/8 49 1/2 NO 4 5 07 -0124.01 SGW 70.00 70.00 46.50 62.20 111 63 46 3/4 49 1/2 1 X 4 NO 5 5 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 46 3/4 49 1/2 NO 6 5 07- 0124.01 SGW 70.00 70.00 46.50 62.20 111 63 46 3/4 49 1/2 NO Y Notes: . • SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PA IO•SLIDER • • DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN= AWNING THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4263208 SUBJECT TO COMPLIANCE WMTI$ ALL FEDERAL STATE AND COUNTY' RULES AND REGULATIONS 1 OF 1 NAME: Z. WILICIZ2Z2 1 1=10 Montoya •••• • • .. • viationi gyp .. .. • ••• • • • • • • •••• ... • •••• • • •. • •• • • • •• • ••• •