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WS-09-2059BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): uildingg Roofing Owner's Name (Fee Simple Titleholder) in f1UR I G ID Milan tJE2. Phone # -at oi - I a, Owner's Address ( uW (QS*h 5T City V)It Rill I St E-5 State fM3 Tenant/Lessee Name [il IP Job Address (where the work is being done) 1 g IJ la) 1I? STREET City Miami Shores Village FOLIO / PARCEL # 1 f — Q 1 ° ODE 009 Is Building Historically Designated YES NO Contractor's Company Name I HE f k 11E (. 01 & E O( Cf Phone # 4514 -33(0 — (fig l Contractor's Address IA (D 6 a rf iSera14200 City A Taloa state G-ft Qualifier Name cp E enrino. 19L State Certificate or Registration No. CRCO4(458 Architect/Engineer's Name (if applicable) ;JO Value of Work For this Permit $ S113 Getk. flu&)G 0 IMRACi S'jlti . LI- ED Type of Work: Describe Work: VOiOIL U- Ravi ❑Addition Eu teration County Miami -Dade * * ****** ****** ****** **** * * *Fees* *** * ****** ** ** ******** Submittal Permit Fee $ Notary $ Training/Education Fee $ Scanning $ 3 Radon $ Bond $ Code Enforcement $ Structural Review. $ Zip 33135 Phone # S 3t )o C Zip 3a3.5 1 Phone # CI- 356 Certificate of Competency No Square / Linear Footage Of Work: ❑New El Repair/Replace AL t, ce DPBR $ j" itaki? MAR 1 6 2010 o ..... -ao59 WS- 12O 9 .. 20i Permit 1o. Master Permit 1 Zip • Phone # CO /CC CCF $ Technology Fee $ Zoning $ ❑ Demolition Double Fee $ Total Fee Now Due $ See Reverse side — Bonding Company's Name (if applicable) I Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1J Owner The foregoing instrument was acknowledged before me thisla day of , 2010 , b Ranck S-*V who is personally known to me or who has produced F L 0 C As identification and who did take an oath. Sign: Print rh • m NOTARY PUB ' IC: My Commission Expires: GU -1 1 — w 1 1 APPLICATION APPROVED BY: (Revised 07 /10/07) urr M. MORALES c MY COMMISSION I DD X01 � ? EXPIRES: Ap Services Bonded' N u Budget NOtery Signature Contractor The foregoing instrument was acknowledged before me this _ day of 20(1'), bye Q+rnCdl 1 ,. who is pe to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex ** SAMANTHA KAAA NOTARY PUBLIC STATE OF FLORIDA Mires 10/25/2010 Plans Examiner Engineer Zoning Inspection Number: INSP- 139088 Permit Number: WS -12 -09 -2059 Scheduled Inspection Date: March 31, 2010 Inspector: Bruhn, Norman Owner: GIUDICE, MICHAEL DEL Job Address: 189 NW 105 Street Miami Shores, FL 33150- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments WINDOW REPLACEMENT AND 8 NON IMPACT Passed 4tig Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 131588. March 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360080090 Phone: 954- 979 -2137 Page 15 of 23 '`` Rd CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDJYYY'n 02/19/10 PRODUCER 1 - 404 Martlth USA, Ina. htvmedepet .certreguent:emarsh.cam Two Alliance Center, 3560 Lenox Road, Suite Atlanta, GA 30326 3'ax�,Z3.,2L24L9 - Q291 - 995 - 3000 2400 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AME:NL7, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL CIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED MID At -Home Services, Znc. d/b /a The Soma Depot At -Seine Services 3200 Cobb Gellexi.a Ter]ewey Suite 200 Atlanta, CA 30339 1 INSURER A: $ toodEast Ina Co 26387 INSURER a: Yllinaia Nat In Co 23817 INSURER C: •••- INSURER D: INSURER C: _ COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF suCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INRR LTR AOD'L r•rRC 7vpffiEWRt(f2 WT.. POLICY NUMBER POLICY EFFECTIVE DATF(MftyDrNYYYY1 POLICY EXPIRATION GATT mamorJYYYVt LIMITS A GENERAL x LIABILITY COMMERCIAL aENERRL UAelLrrY 1 CLAIMS MADE [] OCCUR CL04887714 03/01/10 03/01/11 EACH OCCURRENCE S 4,000,000 DAIMACE'TO RERTCO PRFMINFti CFn moirranan) $ 1, 000, 00 , MIT4 F;Xt (Any oral maw) PERSONAL BADVINJURY $ EXL'LOpEU ( $ 4.000. 000 GENERAL AGGREGATE $ 4,000,000 �GCNI. — iii AGGRCGATC LIMIT APPLIES PER: PoucY I PRO. 7 L I I PIi:DUCTS - COMP/OP ACC $ 4,000 0 0 , 0 AUY°MOBILE --- ��---- � — LIA1$n.. ANY AUTO & D ALL OWNED AUTOS 5CH03UL AUTOS HIRED AUTOS NON•OWNCD AUTOS T COMBINED SINGLE LIMIT (J-n =warn) $ HC)rJll.rwJUHV (Per person) - $ BODILY INJURY (Per uueldent) $ PROPERTY DAMAGE (PM ewuWent) $ GARAGE — LIABILITY ANY AUTO - , AUTO ONLY - CA ACCIDENT . � —� $ � OTHER THAN CA ACC $ ... _ _.____ AurO ONLY: nGG $ FXCF'.SB — i tIMBRK,LA LIABIL OCCUR L-J CLAIMS MADE DEDUCTIBLE RETENTION $ F.ACH OCGUHHF.NCF ACCREOATE - - --- 8 $ $ — S 8 WDRKERS OOMPEN$ATIQN AND EMPLOYERS' LIABILITY VJN - >rtra02034235V (PL) 03/01/10 03/01/11 , _ WCSTATU- f �O'fH. X ITr1bJY1 :- FH ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? AT (Mandatary In NH) If yyeeee deecn'be molder 5PF.C,JN • PROVISIONS below _ , E.L. EACH ACCIDENT _,_....._ _ .. $ 1, 000, 000 8 1,000,000 _ , S 1, 000,000 l:.I - EA EMPLOYEE E.L. DISEASE • POLICY UMrr OTHER DESCRIPTION 01- OPERATIONS J LOCATIONS 1 V1?HICL651 OCCLUSIONS BOYSZffi CAECA RANDIAL - C=046888 BENT BOYD A =PRAM - CCC1325818 MANN M RO)BRR?8- CCCO58327 MICKABL 4AMCS HOLSYA - CCC1325540 BRIAN L902 CAr7LT - CCC1326270 TIMOTRY DALX SOLXNC - CRC1327831 �30RXERS COMPENSATION is COVERRn iw THE CTATft ADDEO BY ENDORSEMENT / SIhUWL I'NC)v SIONS FERXEY - CNC1256184 =WA= LYNN =WOW - COC1507093 OF FLdzarDA CERTIFICATE HOLDER CANCELLATION MITA tY MORNS VILLA= WILDING DEPT. 10050 NE 2 AVE. MIAMI sum= , FL 33138 i IISA SHOULDANY OFTHE ABOVE OIT SCRIBED P01.I0II 75 BE CANCELLED B EFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL _3,0 _ OAYS mold I•S tN NOTICE TO THE CBRTIFIGA rt HOLDER NAML•'U'1D I HL LEI- I, IIU1 FAILURE TO I10 SO ,S'HAI.I IMPOSE NO ORI [OPTION OR t IARII ITV OP ANY KIND UPON THE INSURER. ITS ACr•NTS OR REPRESENTATIVES. AUTHORI7FD RFPRF$FNTATNF ' MAR -01 -2010 12:32 ACORD 25 t 2008f 0 1) s ; ha THD —AT HOME SERVICES, INC P.002 (�J 1988 -2009 ACORD CORPORATION. All rights reserved. 14492146 The ACORD name and logo are registered marks of ACORD MAR -01 -2010 12:32 AD PRODUCER Marsh VOA, Inc. homedepot.certrequestemarsh.com Two Alliance Cantor, 3560 Lenox Read. Suite Atlanta. OA 30326 INSURED TSD At -IIeme Services, Inc. d /b /a The home Depot At -Home Services 3200 Cobb Oallotia Parkway Suite 200 Atlanta, CA 30339 TEXT * * *UOME DEPOT INSUREDS *** Rome Depot U.S.A., The Home Depot, Znc. Entity List Chem -Dry Limited Harris Research, Inc. HD Direct LLC Home Depot Installation Services, Inc. Rome Depot USA, Inc. DSA The Home Depot THD At Home Services, Inc. DAA The Some Depot At -Some Services THD At -Home Services, Inc. The Home Depot, Inc. Tha name Depot. Inc. Home Depot USA, Inc. Your Other Warehouse, LLC The Home Depot Seth Remodeling, Inc. CERTIFICATE HOLDER MIAMI S1iORNS VILLAGE POILDXN'C =PT. 10050 N% 2 AVE, 'MIAMI SHOx3S, FL 33138 THD -AT HOME SERVICES, INC 'USA 2400 • Papa COMPANY F COMPANY G COMPANY H COMPANIES AFFORDING COVERAGE MARSH USA INC,SY 1 2 P.003 OATS (MI4JDDIYY> 02/19/10 TOTAL P.003 • ,e,i,: SERVICES • . ; . To: Vo_ z a t j . . . . From: .. Peggy _____ . • Fax _ pages: Phone: ' • Date: ., 2 .. ` — Ro: CC: . .0 Please Comment ❑ Please•Reply 0 Please Recycle 0.1irgent m For Review Thanksfor your help, PeggYt • • • • • • MAR -01 -2010 12:32 THD -AT HOME SERVICES, INC Peggy Payne Compliance Associate Cumberland Office Park 2690 Cumberland Pkwy. Ste. 300 Atlanta, GA 30339 (770) 779.4423 Fax: (770) 779 -1353 P.001 Project Address 189 105 Street Miami Shores, FL 33150- Owner Information Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $180.00 $12.00 $3.20 $198.40 Building Department Copy December 18, 2009 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address Replacer "PROVED Expiration: 06/15/2010 Parcel Number 1121360080090 Block: Lot: MICHAEL DEL GIUDICE 189 NW 105 ST MIAMI SHORES FL 33150 -1243 SO Valuation: Total Sq Feet: $ 4,000.00 Contractor(s) Phone THE HOME DEPOT AT HOME SERVICI 954-979 -2137 Cell Phone Phone Type of Work: WINDOWS No of Openings: 8 Additional Info: NON - IMPACT Classification: Residential Authorized Signature: Owner / Applicant / Contractor / Agent Invoice # Total Amt Paid Amt Due WS -12 -09 -36652 $ 198.40 $ 198.40 $ 0.00 Check #: 5843 Applicant MICHAEL DEL GIUDICE Cell For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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, 1 authorize the above -named contractor to do the work stated. December 18, 2009 Date 1 BUILDING PERMIT APPLICATION FBC. Permit Type (circle): ; Roofing Owner's Name (Fee Simple Titleholder) ] 1 C (® fl1reTIi3EZ Phone # Owner's Address IR ®i 11 ") 105 'ST City MI *a)1 g Je• State Tenant/Lessee Name FOLIO / PARCEL # O 1 — 0 -f 3L - boic — 0 Contractor's Address o'1= 6UMEEKV:31 ) Qualifier Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 1 S j f (b Si City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name 1E HOVE 1 Q �() (( Phone # +� VI - o 'o ( �, �� zip 33 138 SE, City T'.f Tfi State t &stE IltirnO State Certificate or Registration No. C-13COLg Certificate of Competency No. Zip 3ci Phone# 4' 5741 3% b$ £S Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition 15Veilteration ['New Describe Work: i? ,e; .: 'r 10rAAO 1 < Tc, L la Structural Review. $ BY: Permit N o . WS— l 2. - Oct A 20 SI Master Permit No. Zip 85134 Phone # Phone # ❑ Repair/Replace �fy S3 - a- IM@MEVIElt it FEB 2 ` r,010 ID ❑ Demolition ********* * ********** ************* *** * Fees**** : ** **:x**************** x******* * ***** **** Submittal Fee $ Permit Fee $ 09---0U CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 3 Radon $ DPBR $ Zoning $ :.. Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 3�' r 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 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. Owne The foregoing instrument was acknowledged before me this c.)a day of , 201©, by Re 114 k�m who is per onally known to me or who has produced 15— Its As identification and who did take an oath. NOTAR ` PUBLIC: Sign: Print: APPLICATION APPROVED BY: (Revised 07/10/07) Ug My Commission Expires:l _ u t —20 ( M. MORALES MY COMMISSION # DD 662098 EXPIR Prt °' ; ended Thor Budget Notary Services Signature ********** **+x**** ****** ** * * ************ **** ***********><<*a: **** ** x **** * * ******* ** * * * *** ***** ******* ** Contractor �,�, The foregoing instrument was acknowledged before me this 9 day of V , 20' , by O dI ( , who i ersonally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: 14. t21)..—„ct_Lai Plans Examiner Engineer Zoning 02- 17 -'10 12:54 FROM- UNITED FO R O P AATTOl ili:Y BE IT KNOWN, . that ! 4 rc1:� ' U t;; c • � (`Principal") hits, , made and appointed, and by these presents does rn and appoint TEL} At- Home Services, Inc d/b /a, The Home Depot At Home Services and/or its agent .en r x `'" -vJ _ true and lawful Attorney -in -Fact for him/her and in his/her name, place acid stead, for the followinggpeaidaand Ihniteda se calk: To execute any and all documents reasonably necessary, including without • limitation any permit applications, for the sole, specific and limited purpose of obtaining s peEspit for . ime lmprovemenb on behalf of the homeowner(s) Y 1A C- I 1 fit tr to and for the property located et: -k g 3/T giving and granting said Attorney -ht 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, N WITNES WHEREOF, I have hereunto set my band and seal this day of Signed, sealed and delivered in the presence of: Witness STATE OF a My commission expires: Permit Authorization 5 -20 -08 • ) COUNTY OF t k. , 1 . . -b e- _ , a Notary Public in and for the State of Florida, do hereby certify that • `. `:rq, . f .rr :1.1.-ta✓ who is either () personally known to me, or () who provided - f:. • as identification, appeared before me this day in person and acknowledged that he/she signed, sealed and delivered the said instrurncnt as his/her free and voluntary' authorized for the uses and purposes herein set forth. GIVEN under my hand and official seal this this _� day of fL'*'�' •f r , 2O •Y5 Notary Public pRl�lNAi. T -079 PI.1L1bfk1L1b r -_ tref 'T BUILDING PERMIT APPLICATION FBC ale Permit Type (circle): Tenant/Lessee Name Architect/Engineer's Name (if applicable) Submittal Fee $ Notary $ Scanning $ la.00 ****** * ** * *** * * * ** * * * * ** * * * ** * *** * * ** Permit Fee $ 1 Training/Education Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) m el R (G I O 1'11 ?T a-z. Phone #1 10 - t `1 3 Owner's Address ( @q 1))U) 105'') . j . City YYl (A,rn S1c €3 state FtscA DA Job Address (where the work is being done) 18- 1 t u.) 05 6T . City Miami Shores Village County Miami -Dade FOLIO /PARCEL# 11 — a1347— Dad —( jam Is Building Historically Designated YES NO Contractor's Company Name N'fE itifiE er-ItMES6gOiCir Phone # Contractor's Address (t,et ® Curn l PKL S lE ?N City A11.0113111 State Zip 39 Qualifier Name Bbp 6 1 1 W-(.d Phone # q.94-a36- o� I State Certificate or Registration No. CRUX-11025g CRUX-11025g Certificate of Competency No. Value of Work For this Permit $ 3gI 2 Square / Linear Footage Of Work: C IO Roofmg Type of Work: ['Addition teration ❑New ❑ Repair/Replace Describe Work: &(1) fiefti4CkTflaT VS 1000 11Y1PAcr StArrraz feerArr -Lbs -r - a0I6 Bond $ Code Enforcement $ Structural Review. $ DPBR $ Permit No. C31 is Master Permit No. zip 33130 Phone # Phone # zip 331 ITIV,17,ZW.EF I DEC 1 ; 2000 t1" BY: - s 4644911 _® qsc- 3%-©SSI See Reverse side -* ❑ Demolition F * * * * * ** * * * * * * * * * * * * * * * * * * ** * *** CCF $ a'40 CO /CC Technology Fee $ '6•0 Zoning $ Double Fee $ Total Fee Now Due $ 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip D 1-- NOTARY PUBLIC: (Revised 07/10/07) Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Whitt 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 WTTH 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 Ownefo ant The foregoing instrument was acknowledged before me this 11 day of 486E , 2(i , by leaf alts s ►'►� who is personally known to me or who has produced fl— identification and who did take an oath. as identification and who did take an oath. 4 50P R Y PB,ec M. MORALES MY COMMISSION # DD 662099 EXPIRES: April 11, 2011 Bonded Thor Budget Notary Services n a Signature P 4 Q APPLICATION APPROVED BY: ‘ ?-- Contractor The foregoing instrument was aacknowle ged before day of !! 0 10 9, by who i • i ersonally known t o me s r who has produced NOTARY PU,BLI r� r S1 Sign: Sign: r n St n s.n.a ..... eneeauu.11.01 MANLY J PACtW Print: m 'moft'" Print: MI ,�� t`ornrr�#000 My Commission Expires 1 1 My Co ton Exp�r` " Expires 41281209 ' �,(— _' 061 � o ‘1.---071- �?y �'. Inc /..*Nmc** t�� ledd5yiNy4nttary Assn.. ��p * As�ktl��k**** �k+ k�k�k�k�k�k�k�k *'+I'�k�k &d��k�ka��k k�k' �k�k' 8��k*' �k�k�k�k�k' �k�k�-' a' ��k�k+ k: kiF�l.' �I: �k�k*' �F' �k****% i< �k�k�k�h�k�k�k�k�k *** *�k *+k�k•.d�Tk��, *e* . '1,` Akf�k ew*QV Plans Examiner Engineer Zoning STATE OF COUNTY OF 1` -- 3136- eo8 _ ()C THE UNDERSIGNED hereby gives notice that improvement will be made to certain real properm and in accaroanc* with Chapter 713, ciorida Statutes, the touowing information is provided in this Notice of Commencement 1. Oesciptiort of property (legal desciption of property, *eat address it avaltabte) ki(R) ' 06. ST rM r ftvrt Di 1041 Cis vvi i+h'ryt 1 St ms LT 9 Q0 2. General description of improvement (t% 1 Kj))01 R i • • 3. Owner information re 14 F Cie) I j 1) Z— / 13 a. Nam* and edam= / i g (es �T fine 1 �I'bR� fL. . b. Interest in property: c. Name and address of tea sbnple tttlehoider (if other than owner): 4. Conuador * T o hEme 1 Enr t1 I b-ne £ ti cti a. Name and address: b' Phone number: C! 6-01115E-13D r A , ' g S. Surety °-1� t`r r fKl�3 �? �� . 17T( 1 l� � a. Neme and address: [ ' b. Amount of bond S c. Phone number. B. Lender • a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or otter documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number B. In :...:.: art to himae ll, Owner designates the following perso to receive a copy of the Lieno's Notice as provided in 713. :4, • :'b), F...; ;Ca Statutes: a. Name and adores: b. Phone number: 9. Expiration date of notice of commencement (the expiration date is -1 year cram the dated/ recording unless a different date is specified) WARNING TO OWNER:. ANY PAYMENTS MAOE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF FLORIDA STATUTES, ANO COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNOER CHAPTER 713, PART 1, SECTION 713,13, NOTICE OF COMMENCEM MUST BE IN YOUR ECOROEO AND POSTED ON. SITE BEFORE THE FIRST 1 #!Y$PECTJON. IF YOU IN ENO TO OBTAIN'FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C�MMENC►NG liJOR1C OR`rAEC0ROING, NOT1aCE OF COMMENCEMENT, P dEh?YCR . } ,.ft;, S e true cony fif original Red in this VVITNFS . "I rt'; hr,nd and C r ;;Di NARVE /RUVIN, cL[t : By NOTICE OF COMMENCEMENT L 1 ORIGINAL •g- 1111111 CF'H 200980891962 OR BY '27115 Ps 3391 r (1Ps ) RECORDED 12/15/2009 10 :36.00 HARVEY RUVINN? CLERK OF COURT, MIAMI —DADE COUNTY, FLORIDA LAST PAGE • ., v/ Signet - of Or er or Owner's Auth. „PartnerlMan .. ar d (r :;.i:° :(, Signatory's nue/Otficen 1C ID • n 1 i pe 2— g e�yQ�go� n�f/$j„ g idsuur��esn.1s 'i / Q� day of a �ledged before me thus / ) lI'Q 7O➢ ItOI/�1t� o 3 authority, ...e.g. officer, trustee, attrrney in fact) for me of person) as (Yam by (type of behalf of whom instrument was emceed). (name arty on N OTARY PUBLIC -STATE OF FLORIDA �— Lamp. i..,_ °:f air Puoee _ of Ronda i I. ift g ( Com ed Name of Notary Public ,'•p Exp 1Y LVi1 BONDRD THRU C, or Produced Identification Venn G . Pere_' t !o eaction a 525. Ftoriaa Statures Under penalties of perjury, r dadare that I have read The foregoing and that the facts staled in it are true to the best of my • knowledge and Saga o +atl;at ?arson Sign : ioove Tax Folio No. ed Officer/Director 54, LIMITED POWER OF ATtOR 1EY BE iT KNOWN, that 1 i x:': o /t1-r ('Principal") has made and appointed, and by these presents does make and appoint THD At- Home 4gryices,, Inc, Wa The Home Depot At Home Services and/or its agent K 1 Gi l C o e= rtrA • true and lawful Attorney -in -Fact for him/her and in his/her name, place and stead, for the following specific and limited purposes, • o ,: 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 for home improvement on behalf of the homeowner(s) 11/14414 Ci Z and for the property located at: / 9 f t % e i > i'C+rs'p s / r 3 e Z + , / " ' 14 - g 3 / ' ; 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 fult power of substitution and revocation, hereby ratifying and . confirming all that said attorney shall lawfiilly do or cause to be done by virtue hereof. 1 W1TNESp WHEREOF, I have hereunto set my hand and seal this day of N c a .� -, Signed, seal and delivered in the presence of: 2/%41P Princi Witness STATE OF 'r L ) COUNTY OF -bad e— I, a Notary Public in and for the State of Florida, do hereby certify that /44 , :i1 - RIR who is either ( ) personally known to me, or () who provided r t ') L. 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 this __ day of /tlO I r 1 C3 == , 20 �• g1.4 My commission expires: Permit Authorization 5 -20 -08 ary Public OR1GN 1 L. 1 4 11 iV ic..• - as LIMITED POWER OF ATTOI BE IT KNOWN that 1,,re;, ;,; p ft19t 14k2 (`Principal', has made and appointed, and by these presents does make and appoint THD At Hoare Services_ Inc a, The Home Depot At Home Services and/or its agent true and lawful Attorney -in Face for him/het and in his/her name, place and stead, for the fall wi s es • mix: To execute any and all documenb reasonably necessary, including without limitation any permit applications, for the sole, specific and limited pPErpose of obi t lag a permit to hence mprovemenb on behalf of he homeowner(,) r `� uY c!l�t�� t � 1t- . z Z.; _ and for the p^+aperty �j loca }y ted at: f 9 4 A s F : r7 ? / 2 �i•4. I O. : I 41 ; 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 abort the speoifie and Iimited .premises (set out hereinabove) as fietly, to all intents and purposes, ss 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 WHEREOF, I have hereunto set my hand and seal this 173 day of - r v ter. /.1 •, 20 . Signed, sealed and delivered in the presence of Witness STATE OF 't L ) ) . COUNTY OF PA.4.,►Y+t ~ , e.•. I.4 ; i} I o4 - .0 ,, • 1, k " a Notary Public in and for the State of Florida, do hereby certify that , t :nt. e -M - who is either O personally known to me, or () who provided _ EL t. • as identification, appeared before me . this day in person and acknowledged that he/she signed, sealed and delivered the said instrument , as his/her tree and voluntary authorized for the uses and purposes herein set forth. . QIVEN under my hand and official seal this this __ day of / tepi44 , 2On . My commission expires: Permit Authorization • 5 -20 -08 Notary Public OR1GNL 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 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 73 4/5 37 1/4 57 1/2 N/A YES 2 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 37 1/4 35 N/A YES 3 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 37 1/4 57 1/2 N/A YES 4 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 37 1/4 57 1/2 N/A YES 5 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 37 1/4 57 1/2 N/A YES 6 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 73 4/5 37 3/4 63 1/2 (2) 1x4 Mull FL8478.1 YES 7 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 73 4/5 37 1/2 63 1/2 YES 8 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 73 4/5 37 3/4 63 1/2 YES Shutter permit # WS- 1209 -2016 Notes: Revising permit # WS -12 -09 -2059 by changing all openings back to original windows approved on 12/17/2009 Single Hung Non Impact FL5974.4 (Voiding revision approved on 2/24/2010) SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / 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# 4745196 NAME: Martinez l \ PPPO\ /ED :ZONING DEPT Oct - ELDG DEPT SUBJECT iO CCMPI.IANCE WITH AU- FEDERAL` STATE AND C UP-1 iY r,; ■L� F',MD c, =("7UIJ TI "' } 1 OF 1 Job# 4745196 4' u 2 Front Door 1 `\ Shutters permit # WS- 1209 -2016 Mean Roof Height 10' Roof Slope 3/12 WINDOW/ SHUTTER DIAGRAM SHEET Mauricio Martinez 189 nw 105 street Miami Shores Fl 33138 Building Width 29' Building Length 57' 8 7 6 • (2) 1x4 Mullion 6' 5' 5' • • • • • •• • • •••• • • • •••• •• • • • • . • •• • •• • • • • • • •• • • •• • •• •• •••• • • • • • • • • • • • • • • • •• • •••• • • • • • 1 OF 1 • • • • • • • • • EX Wind Pressure Calculator 0 • Project Info: Martinez Re3•189 NW 1051•11 ktF4St.,. Shores, FL 33150 ENTER fij Double Click or Drag: Building Mean Roof Height 2. 4. 5. ENGINEERING I RRE S; . _ • - 160 S V3.2fh tv8 11 • • 'i,p•• • • • e�rfjeld4ieaeh 33442 PHONE :(954) 354 -0660 FAX:(954) 354 -D443 • • • • • • • • • ASCE 7 -05 Compdne & tiatid i'rt6 Pressure Calculator Date: February 22 2010 Job #: 10 - RRP - 0002 1 • • ,. • .s•..__.••.__ -••• .•• " R oad Runner Pert:4 • • • • • Contractor: • • • • 6. 7. 8 15.0 ft <Enter Notes Here> 146 MPH Presets B IdQ. CaMeru: II 0sure: Zone Width (a): 3.00 ft. DIreelh nality Factor Kelz Gable e (LB 5 Roof Type: • • ••• • • • ••• • •••••• • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • Roof Slow*: C•� 1.00 9.5 Deg (2.0:12) Pitch www.engexp.com Copyright 2010 http.// www. engexp .com/calculators /asce705_cc.cfn - 01 ; Hover HELP: Enter Minimum Bldg Dimension:! 29.0 ft Peak Wind VelacityJ3 Sec. Gusty a us Contour Map: 0 FL Contour Map: 40 Bldg. (Ia4SAflratlon: r Enclosed - 71 - rime 1 NOTES: Design Is In accordance with ASCE 7 -05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use. Selection & Installation of products shall be approved using these dimensions and pressures as verified by others. ENGINEERING =' qh = 39.37 psf Kh 0.85 Kzt = 1.00 I = 1.00 GCpI (+i -) = 0.18 Valid only with Raised ng nee Page 1 of 1 Page 1 of 1 Local ( Save/Load ) EX Office (Clear Form jaw Mod.: 0 Multiple Optsning � ° Single Opening Description Width Eil Height Area Zone 0 Neg PressureePos Pressure 35 in 55 In 13.4 se.ft. I F 4 -45.3 psf 41.7 psf 35 In 33 In 10.0 se.ft. i 4 -46.1 psf 42.5 psf 35 In 55 In 13.4 sq.ft. $ 4 45.3 psf 41.7 psf 35 In 55 In 13.4 sq.ft.1 1 4 -45.3 psf 41.7 psf 35 in 55 In 13.4 sq.ft.1 4 -45.3 psf ! 41.7 psf 35 in 61 In 14.8 sq.ft. I 1 7 f -45.0 psf 41.5 psf 35 In 61 in 14.8 sq.ft. 1 I 4 -45,0 psf 41.5 psf 35 in 61 In 14.8 sq.ft. ' ! 4 h� :. -45.0 psf 41.5 psf il February 22, 2010 Frank L. Bennardo, P.E• P50046549 Cert Auth 9885 12 :56 PM v2.0 01/15/10 2/22/2010 Florida Building Code Online FL # Application Type Code Version Application Status Comments Archived Di roduct Approval SER: Public User Product ADaroval Menu > Product or Aoolication Search > Aoolication List > Application Detail Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email User Reaistration, 'rte ' Sum Diajga Surcharae file: / / /CI /Users/ Road% 20Runner /Desktop/ Florida %20Bullding %20Code %200nline.htm (1 of 4) [7/22/2009 8:07:25 PM] FL8478 -R1 Revision 2007 Approved 0 Silverline Building Products Corp. One Silverline Drive North Brunswick, Ni 08902 (732) 435-1000 .. . • • .. •• rickw @rwbIdgconsultants.cgm • • . •• ••• Craig Calderone rickw @rwbIdgconsultantse Ym • FB . CIS Publications' 1 at 1 •• • • • • • • • • • •• • • • •• • • • •• • • • •• • • • • • • • • • • . • • • • •• • • • . • • • • •••..• • • • • • ••• • • • • • • • • ••• • • • • • • • • • •••• • • 1=1 Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) s ida g aL d Equivalence of Product Standards Certified By Sections from the Code file: / / /CI /Users/ Road% 20Runner /Desktop/ Florida %20Building %20Code %200nline.htrn (2 of 4) [7/22/2009 8:07:25 PM] Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -54158 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received FL8478 R1 COI CERT OF INDEPENDENCE.Ddf TAS 201, 202, 203 1994 • .. ... • • • • • .. • • • .. ... .. • • • .. • .. .. .... • • •.. • • • • • • • • • . • • • • • • • .. • • • • • • • .. .. • • • .. .. 010 • • • ... • • Y ... ... • • • .. • • • .. • • Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8478.1 for Design Pressure Rating by Model and Span, any Additional Use Limitation and Installation Instructions. file: / / /CI /Users/ Road% 20Runner /Desktop/ Florida %20Building %20Code %200nline.htm (3 of 4) [7/22/2009 8:07:25 PM] Method 1 Option D 03/05/2009 03/05/2009 03/13/2009 04/07/2009 Description Extruded Aluminum Clipped Mullion (Vertical and Horizontal Combination) Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Installation Instructions FL8478 R1 II INST 8478.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8478 R1 AE EVAL 8478.1.odf Created by Independent Third Party: Yes .• . • • • • • • • • • • ▪ • .. •.• •. • •. •• •. • • •. • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • • • .• . • • •• ••• • ••• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Florida Building Code Online Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Convriaht and Disclaimer Product Approval Accepts: file: / / /Cj /Users /Road %2oRunner / Desktop / Florida %2oBuilding %2oCode%200nline.htm (4 of 4) [7/22/2009 8:07:25 PM] DCA Administration 2100 Disc .. ... • • • .. •• • • • • • • • • • •• • •• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • •• • • • • • • • • • •• • • •• • . ••• • • s ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TA8LEOFC IEEI # D ON MEET# DESCIBI�ITON 1 Typical elevation 8 general notes 2724 muE6n i #able for wood screw anchoring 2 2723 mullion load table for tapcon anchotltlg 2724 YYtu0On anchor details & section details 3 2723 mtllion load table for wood saew anchoring 2728 mu lBOn triad tobteq tat tapcon ancb ling 4 2723 mullion anchor detains 8 section details 10 2728 muttioon toad table for woad sanew anchoring_ 2728 mullion anchor details & section details S 2724 mu®on load table to tapcon anchoring DAM 2/ 0/09 save N.T.S. o•o. Bn pals as(. 9r: t.FS MOM No.: FL- 8478.1 slice 1 os .1.Q. Silver Line WINDOWSoDOORS an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 STRUCTURAL BEAM ION 2723, 272 2728 "IMPAC 2723 L _1_ 2724 �J GENERAL NOTES 1. this product has been evduotea and Is In compliance with the 207 Code structural requirements tr duding the'F9gh Velocity Hurricane Zone". 2. Wood bucia by others, must be anchored property to trawler loads to the structure and be reviewed by the building official. 3. monMu anchor embedment to base material shorn be beyond wall dressing or stucco. 4. Separate product approvals for each glaring product used with these mullions must be submitted along with this mullion product approval. 5. Andnartrng of eachgto2ing product to the mu0on shoo be as shown b each Individual glaring product approvd. 6. Site =Milieus not covered in this evaluation are subject to further engineering analysts by a pra10•tonol engineer or registered adilfect. 7. Approved twin units a approved stngtes can be used In =Ilion configurations. The vertical and horkontal muobn confluratie s can be combined to mull nnfitiplesingle units together. 8. Haan design pressure rating. see appropriate toad rating table sheets as fisted M table of contents. 9. the design p ess rerating of the assembly shoB be the lesser of the load copacey of the mutoon os detemdned ring this approval tine design pressure rating at the individual glazing products teed. 10. Bounding box dimensions tor geometric hansom shapes must be equal to or ten than the rectatgn9a transom dtrnendons shown herein. 11. When used in the 'High Velocity Hurricane Zone' fhb product compiles with Section 1626 of The Rondo Bunking Code and does not require an Impact resistant covering 12. When used In areas outside of the 'HVHR" requiring wind -borne debris protection fhb product complies with Section 1609.1.2 of The Roado Bundtrtg Coda and does n of noodle an Impact resistant covering. ThB product meets missile level 77 and Includes WIN Zone 4 as def nedln ASTM E1996. 13. Materials, including but not limited to steein:sews that come into contact wit ottxrdS6lmla nests** shoo meet the roqutrernenb of the 2007 Roida Ebbing Code. Seetton 2023:8. MUWON SPAN MAX. =74° —+{ GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION MAX, COMBINED DIMENSION 8104° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION CONFIGURATION HORIZONTAL MULLION CONFIGURATION 6 4 VERT1C •• ••• TYPICAL MULLION C©NFIr.UR4 1 • ••• •• • • • • •• • • • • • • • MUWON SPAN MAX. =74° — GLAZING PRODUCT GLAZING PRODUCT MAX. C •. DIMENSION IS 1 ' w1 —a -I I--- —� GLAZING PRODUCT L MULLION CONFIG • • • • • • • • • • • • • • • • • • •• AVON • ••• ••• ••• • • • • • • • • • •• • • • • • •• • • •• ••• • • • z 0 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 800 • • • O N C R E T E SCREW ANCHORS SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 50" 52" 64.7 80.4 58.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 38.2 34.8 69.4 64.7 60.7 57.1 53.9 51.1 48.5 48.2 44.1 42.2 40.4 38.8 37.3 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 100.0 100.0 99.9 94.0 88.8 84.1 79.9 78.1 72.7 69.5 66.6 63.9 61.5 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 JO q 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 92.7 88.8 85.3 82.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W1--I W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT I_ MULLION SPAN MAY = 74. '-' 3 L MUWON SPAN MAX. = 74 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT W1 ---{ {-- 002 --{ GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74 ° GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH = WI + W2 2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SJ(Lft1 - IfS IM • • • • • • • THIS SHEET FOR MUWON SPAN AND TRIBUTAR; WIDTH • • DETERMINATION. • • • • 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE jjFI-1�E SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE 1I IE • • • • • • • TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE AULLIQN LOAD • • • • • • • RATING GIVEN IN PSF. THE MUWON LOAD 12A NC MI ST 8 • ••• • • • EQUAL TO OR GREATER THAN THE DESIGN LOAD • • • • • • REQUIREMENT DETERMINED IN STEP 1 ABOVE • • • • • • • • • • • • • • • •• • • •• • • ••• • • • 0 0 a 0 0 z z 0 nwre: 2/ 0/09 SCALE N.T.S. owo.00 DWS cm er: LFS DRAWING NO. FL- 8478.1 spoor 2 of 10 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD SCREW ANCHORS SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 48" 48" 50" 52" 64.7 60.4 56.6 53.3 50.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 69.4 64.7 60.7 57.1 53.9 51.1 48.5 46.2 44.1 42.2 40.4 38.8 37.3 73.4 68.5 64.2 60.4 57.1 54.1 51.4 48.9 46.7 44.7 42.8 41.1 39.5 77.8 72.6 68.0 64.0 60.5 57.3 54.4 51.8 49.5 47.3 45.3 43.5 41.9 82.6 77.1 72.2 68.0 64.2 60.8 57.8 55.0 52.5 50.2 48.1 46.2 44.4 87.8 81.9 76.8 72.3 68.3 64.7 61.4 58.5 55.9 53.4 51.2 49.1 47.3 93.6 87.3 81.9 77.0 72.8 68.9 65.5 62.4 59.5 56.9 54.6 52.4 50.4 99.9 93.2 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 100.0 99.8 93.6 88.0 83.2 78.8 74.8 71.3 68.0 65.1 62.4 59.9 57.6 100.0 100.0 100.0 94.4 89.2 84.5 80.3 76.4 73.0 69.8 66.9 64.2 61.7 100.0 100.0 100.0 100.0 95.9 90.9 86.3 82.2 78.5 75.1 71.9 69.1 66.4 100.0 100.0 100.0 100.0 100.0 98.0 93.1 88.7 84.6 81.0 77.6 74.5 71.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 95.9 91.5 87.6 83.9 80.6 77.5 JO 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 95.0 91.1 87.4 84.1 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 1 00.0 97.0 93.1 89.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 h W1 -1I W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN r^ MAY - 74 -y 3 0 11 3 L MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH a WI + W2 2 INSTRUCTIONS FOR USE OF THE MUWON LOAD TABLE. 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE S =1N • • • • • loo THIS SHEET FOR MUWON SPAN AND TRIBUT WIDTH • • DETERMINATION. • • • • 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE TKE ,T�'yyE MJJJJI N • • • • • • • SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE, UWQN LOAD • ••• • • • ••• RATING GIVEN IN PSF. THE MUWON LOAD•PfATING 14DIST BF• • • • • EQUAL TO OR GREATER THAN THE DESIGN WAD • • • • • • REQUIREMENT DETERMINED IN STEP 1 AB01. • • • • • • • • • • • • • • •• • • •• • • •41• • • • 6 0 z 0 0 to DATE 2/ 0/09 SCALE N.T.S. OWO. BY: DWS cxuc ar: LFS DRANO 1O.: FL- 8478.1 SHEET 3 or 10 0 410 • • • • 00 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • .376" 5.5° 1.139" MULLION ANCHOR BRACKET 2722 MAT'S: 6063 -T6 FOR WOOD SCREW ANCHORING AND MULLION TO MUWON ANCHORING 7.675" 0 0 0 2.25" -#— 2.25 2.25" MULLION ANCHOR BRACKET 50 - 2722 MAT'S: 6063 -76 FOR CONCRETE SCREW ANCHORING .156" 1) 2723 MULLION MAT'S: 6063 -76 + .125" a .100" .550" .800" ( 1 / 4 " x 2 CONCRETE SCREWS. SEE NOTE 1 (6) #10 x 1 -1/2" WOOD SCREWS ANCHOR TO 2X STUD OR TO 2X BUCK USING #10 X 1 -1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ANCHOR THROUGH 1X BUCK USING 1/4° X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 #8 X 3/4" SMS (6) #10 X 3/4" NOTES SHEET METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" ITW BUILDEX CONCRETE SCREWS REQUIRING A MINIMUM BASIC MULLION BRACKET ANCHORING EMBEDMENT OF 1 - 1/4 ", A MINIMUM EDGE DISTANCE 2722 BRACKET SHOWN OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". 2X MATERIAL SPRUCE - PINE -FIR SG =0.42 OR BEIItt ( 1 X 1 - 3 / 4 " CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4° X 1 -3/4° CONCRETE SCREWS. SEE NOTE 1 MUWON x• 3/ 5EI!F• • • : VitEVc : g • i i MUWON • • •• •••\••• • • • • • • •• • • • • • • • • ANCHOR MULLION TO • MULUOII • • • • • ••• • • • t5 a 6. 2 O U y 0 NN 0 z ti z 0 rn DAZE 2/ 0/09 SCAM N. T.S. wry BY: DWS MX Bn LFS DRAWING N04 FL- 8478.1 SHEEr 4 or 10 ••• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• • • •• • • • ••• • • CONCRETE SCREW ANCHORS SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 40" 42" 44" 46° 48" 50" 52" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48.2 46.3 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 or 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 1 00.0 1 00.0 1 00.0 100.0 100.0 100.0 1 00.0 1 00.0 1 00.0 100.0 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN J �uAY a 7d 1 GLAZING PRODUCT le MUWON SPAN MAX. = 74 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT b WI • W2 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. =74 GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 2 W1 - 11 W2 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE aBUjqeg • • • • • • • WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ®N THIS SHEET FOR MUWON SPAN AND TRIBUTARY • WIDTH • • DETERMINATION. • 3. IN THE FIRST COLUMN OF THE TABLE LOCATE THE MLOUtION • • • SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE P. JWON LOAD • RATING GIVEN IN PSF. THE MUWON LOAD TING•ML} ST BE• • • EQUAL TO OR GREATER THAN THE DESIGN ,D• • • • • • REQUIREMENT DETERMINED IN STEP 1 ABO • • • • • • ••• • • • • • • • • • • •• 000 *00 000 • • • • • • • • • • • • • • •• • • • m di i� a , m 0- • 111[6 ( Z`0 4 . m • a 1 2f i Lq % [ fl J ¢, a 6 O V E 6A M jU 0 n m z 0 4 WOE: 2/ 0/09 Mae N.T.S. DNO. BY DWS CHIC BY: LFS DRAWING NO.: FL- 8478.1 S4EEr or 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • w000 SCREW ANCHORS SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38' 40" 42" 44" 48" 48" 50" 52" 52.8 49.3 46.2 43.5 41.1 38.9 37.0 35.2 33.6 32.1 30.8 29.6 28.4 57.4 53.5 50.2 47.2 44.6 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 62.4 58.3 54.6 51.4 48.5 46.0 43.7 41.6 39.7 38.0 36.4 34.9 33.6 67.0 62.5 58.6 55.2 52.1 49.4 46.9 44.7 42.6 40.8 39.1 37.5 36.1 71.1 66.4 62.2 58.6 55.3 52.4 49.8 47.4 45.3 43.3 41.5 39.8 38.3 75.7 70.6 66.2 62.3 58.8 55.7 52.9 50.4 48.1 46.0 44.1 42.3 40.7 80.6 75.2 70.5 66.4 62.7 59.4 56.4 53.7 51.3 49.1 47.0 45.1 43.4 86.1 80.3 75.3 70.9 66.9 63.4 60.2 57.4 54.8 52.4 50.2 48.2 46.3 92.1 86.0 80.6 75.9 71.6 67.9 64.5 61.4 58.6 56.1 53.7 51.6 49.6 98.8 92.2 86.5 81.4 76.9 72.8 69.2 65.9 62.9 60.1 57.6 55.3 53.2 100.0 99.2 93.0 87.5 82.7 78.3 74.4 70.8 67.6 64.7 62.0 59.5 57.2 100.0 100.0 100.0 94.4 89.1 84.5 80.2 76.4 72.9 69.8 66.8 64.2 61.7 100.0 100.0 100.0 100.0 96.4 91.3 86.8 82.6 78.9 75.5 72.3 69.4 66.7 or 100.0 100.0 100.0 100.0 100.0 99.1 94.2 89.7 85.6 81.9 78.5 75.3 72.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 93.2 89.2 85.4 82.0 78.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 93.4 89.6 86.2 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.4 94.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING PRODUCT GLAZING PRODUCT 7 = Mr. NVdS Nomn GLAZING PRODUCT i MUWON SPAN MAX. =74 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT W 2 cn Z 11 11 MUWON 3 11 GLAZING PRODUCT GLAZING PRODUCT SPAN 74 GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 2 h 007 --{ W2 --{ INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING. D.ItHMINE THE 44 • • • • • • • WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARI � IDTH • • • • • DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE 414E MIOKLI N • • • • • • • • • • • SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THEM IJW4N LOAD • • • • ••• • • • RATING GIVEN IN PSF. THE MUWON LOAD •RATINL: MST BP • • • • • • EQUAL TO OR GREATER THAN THE DESIGN l�An • REQUIREMENT DETERMINED IN STEP 1 ABO • • • • • • . .. • • • . • • • ••• • • • m 0 z OMR 2/ 0/09 ScALL. N.T.S. MO. ev: DWS crux. ay: LFS DRScNO NO: FL 8478.1 SHEET 6 Sc 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •0 • • • • 0 •• • • .376" V M 0 N 0 0 0 7.675 5.5" 1.139" MUWON ANCHOR BRACKET 2724 MAT'S: 6063 —T6 FOR #10 WOOD SCREW ANCHORING AND MUWON TO MUWON ANCHORING Fes- 2.25" 2.25" 2.25" MULLION ANCHOR BRACKET 50 -2722 MAT'S: 6063 — T6 FOR CONCRETE SCREW ANCHORING 2" .8" 1" 2724 MULLION MAT': 6063 — T6 BASIC MUWON BRACKET ANCHORING 2724 BRACKET SHOWN -----.*** **".-R.015" (2) .156" R.062 (2) (4) 1/4 x 2 -1/4 CONCRETE SCREWS. SEE NOTE 7 #8 X 3/4 SMS ANCHOR THROUGH 1X BUCK USING 1/4" X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 (6) #10 x 1 -1/2 WOOD SCREWS ANCHOR TO 2X STUD QR TO 2X BUCK USING #10 X 1 - 1/2" WOOD SCREWS MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO AC/ 301 OR HOLLOW BLOCK CONFORMING 70 ASTM C90 S% N (4) 1/4" X 1 -3/4 CONCRETE SCREWS SEE NOTE 1 ANCHOR TO M ASONRY USING 1/4 X 1 - 3/4" CONCRETE SCREWS. SEE NOTE 1 ..... _.=.......____4„,4_ • • • • r w • SHEET METAL SCREWS —' TYPICAL 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BtsftR MUWON . • • • ... • • • • • • .. MUWON 1. CONCRETE SCREWS ARE 1/4" ITW BUILDEX #8 X 3/4" SELF J V 411 • • • • • ••• CONCRETE SCREWS REQUIRING A MINIMUM TAPPi G •9CR • • VM • • • • • EMBEDMENT OF 1 -1/4 ", A MINIMUM EDGE DISTANCE • • • • • • • • OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE : :ANr HOO IuTULLI&I& TO :IQILL?ON: • : • OF 2 -1/4 ". • • • • • • • • z S.a p a a A zz DATEt 2/ 0/09 SCALE N.T.S. Oxm. B DWS cwt. er: LFS OMAWINS NC.: FL- 8478.1 sxrEI' 7 OF 10 • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • INC R E T . .CREW SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) GLAZING PRODUCT TRIBUTARY 38" WIDTH 40" 42" 44" 46" 48" 50" 52" C H ORS 74" 28" 30" 32" 34" " 86.4 80.6 75.6 71.1 67.2 63.7 60.5 57.6 55.0 52.6 50.4 48.4 46.5 72" 88.8 82.9 77.7 73.1 69.1 65.4 62.2 59.2 56.5 54.0 51.8 49.7 47.8 70" 91.3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 68" 94.0 87.8 82.3 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50.6 66" 96.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 56.5 54.2 52.1 99.9 93.3 87.4 82.3 C 77.7 ) 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 100.0 96.3 90.2 84.9 80.2' 76.0 72.2 68.7 65.6 62.8 60.1 57.7 55.5 60" 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 67.8 64.9 62.2 59.7 57.4 58" 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 66" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 54" 100.0 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 52" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 50" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 46" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING PRODUCT GLAZING PRODUCT I 1_ MUWON SPAN MAY - 7d° GLAZING PRODUCT at n MUWON SPAN MAX. 74 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT hw1 ---{1- W. GLAZING PRODUCT GLAZING PRODUCT MUWON SP GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 2 a . 1 W2 INSTRUCTIONS FOR USE OF THE MUWON LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE •TQIBIWT4QY • • • • • • • WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES 'ON THIS SHEET FOR MUWON SPAN AND TRIBUTAIW WIDTH • • • • DETERMINATION. • 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE•7il MMJUL • • • • • • • • • • • SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THB.I IULIAN LOAD • • • • ••• • • • RATING GIVEN IN PSF. THE MUWON LOAD• RATIN, I1(IST B • • • • • EQUAL TO OR GREATER THAN THE DESIGN eAQ • • • • • • • • • REQUIREMENT DETERMINED IN STEP 1 ABO • • • • • • • • • • • • ••• • • • 0. a 0 z 0 z z 0 rn DAB: 2/ 0/09 SCUM N. T.S. DWG. BY: DWS apt aY: LFS DIMING ND„ FL- 8478.1 SHE 8 OF 10 ••• • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • i ti 9 m WOOD SCREW ANCHORS SILVERL NE 2728 STRUCTRUAL BEAM M ULL ON LOAD TABLE (PSF) TRIBUTARY WIDTH 2 " 30" 32" 34" 36" 38" 40" 42" 44" 46° 48" 50" 52" MULLION SPAN 1 74" 88.8 82.8 77.7 73.1 _ 69.0 65.4 821 59.2 56.5 54.0 51.8 49.7 47.8 72" 93.8 87.5 82.0 77.2 72.9 89.1 65.6 62.5 59.7 57.1 54.7 52.5 50.5 70" 99.2 92.6 88.8 81.7 77.1 73.1 89.4 68.1 83.1 60.4 57.8 55.5 53.4 68" 100.0 98.1 92.0 86.6 81.8 77.5 73.6 70.1 66.8 64.0 61.3 58.9 58.6 66" 100.0 100.0 97.6 91.9 86.8 82.2 78.1 74.4 71.0 67.9 65.1 62.5 60.1 64" 100.0 100.0 100.0 97.7 92.3 87.4 83.1 78.1 75.5 72.2 69.2 66.4 83.9 62" 100.0 100.0 100.0 100.0 98.4 93.2 88.5 84.3 80.5 77.0 73.8 70.8 68.1 60" 100.0 100.0 100.0 100.0 100.0 99.5 94.5 00.0 85.9 82.2 78.8 75.6 72.7 58" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 92.0 88.0 84.3 80.9 77.8 56" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.6 94.4 90.4 88.8 83.5 54" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 93.4 89.8 52" 100.0 1 00.0 1 00.0 100.0 1 00.0 100.0 1 00.0 100.0 100.0 1 00.0 100.0 100.0 98.8 50" 100.0 1 00.0 1 00.0 100.0 100.0 100.0 1 00.0 100.0 100.0 1 00.0 1 00.0 100.0 100.0 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 46° 100.0 1 00.0 1 00.0 100.0 100.0 100.0 100.0 1 00.0 1 00.0 1 00.0 100.0 100.0 100.0 44 100.0 1 00.0 100.0 100.0 1 00.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 42" 100.0 1 00.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 40" 100.0 100.0 1 00.0 100.0 1 00.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 38° 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34" 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 28° 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING PRODUCT GLAZING PRODUCT I 9L = .C VYY NVdS Nomnr GLAZING PRODUCT MUWON SPAN MAX. =74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT b WI Ih W 2 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH - WI + W2 2 1 W2 -{ INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE, ?IBjly4ltY • • • • • • • WIDTH AND MUWON SPAN. REFERENCE THE ISKETCHES•ONo THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH • • • • • DETERMINATION. • • • • • • • • • • • • 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE• THE MIM.INON • • • • • • • SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE.MULLION LOAD • • • • ••• • • • RATING GIVEN IN PSF. THE MUWON LOAD MATING RUST BE • • • • • • • EQUAL TO OR GREATER THAN THE DESIGN • REQUIREMENT DETERMINED IN STEP 1 ABOVE.. • • • • • • • • • • • • • • • • ••• • • • o 0 a y m z 0 DATE, 2/ 0/09 SCAM N.T.S. on. er: DWS CHIC BY: LFS DRAwu4O NO FL 8478.1 SHEET 9 OF 110 ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • •• • • 1 N N_ 0 ,LULLION ANCHOR BRACKET 2728 MAT'S: 6063 —T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MUWON ANCHORING 7.675 —o 0 0 0 N j N 1 I— 2.25 2.25" 2.25 —1 MUWON ANCHOR BRACKET 50 -2724 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING O e O N 1 j ccl °o .375" .965" BASIC MUWON BRACKET ANCHORING 2728 BRACKET SHOWN 1.5615 2.070" 3.250" 4" 2728 MULLION MAT'S: 6063 —T6 (4) 1/4 x 2 -1/4 CONCRETE SCREWS. SEE NOTE 1 f .093 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 X 3/4° SMS ANCHOR THROUGH 1X BUCK USING 1/4 X 2 -1/4 CONCRETE SCREWS SEE NOTE 1 (10) #12 x 1 -1/2" WOOD SCREWS ANCHOR TO 2X STUD OR TO 2X BUCK USING #12 X 1 -1/2° WOOD SCREWS (10) #10 X 3/4" SHEET METAL SCREWS (4) 1/4° X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4 X 1 -3/4 CONCRETE SCREWS SEE NOTE 1 2X MATERIAL /—SPRUCE— PINE —FIR SG =0.42 OR BETTER z z co cn M W • • • • • #8IA• /4$ SELF • • T4 • SKEW MUWON NOTES 1. CONCRETE SCREWS ARE 1/4 ITW BUILDEX CONCRETE • • ANCFwR MULUQN T lLUON • • • • • SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1- 1/4',• • • • • • • • • A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM • • • • •• • • • • CENTERLIINE • DISTANCE OF 2 -1/4 ° . • • • • • • • • • • • • • • • • 0 z z 0 0) DATE: 2/ 0/09 SCALE. N. T.S. uoro. Er DWS cHK. sf, LFS DRAWING NO., FL- 8478.1 sHFEr 10 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • 7.675" --ice -- 2.25 —.--1 Imo— 2.25 r 2.25" - I O — 0 O O O O O O O 0 1 N N_ 0 ,LULLION ANCHOR BRACKET 2728 MAT'S: 6063 —T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MUWON ANCHORING 7.675 —o 0 0 0 N j N 1 I— 2.25 2.25" 2.25 —1 MUWON ANCHOR BRACKET 50 -2724 MAT'S: 6063 —T6 FOR CONCRETE SCREW ANCHORING O e O N 1 j ccl °o .375" .965" BASIC MUWON BRACKET ANCHORING 2728 BRACKET SHOWN 1.5615 2.070" 3.250" 4" 2728 MULLION MAT'S: 6063 —T6 (4) 1/4 x 2 -1/4 CONCRETE SCREWS. SEE NOTE 1 f .093 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 X 3/4° SMS ANCHOR THROUGH 1X BUCK USING 1/4 X 2 -1/4 CONCRETE SCREWS SEE NOTE 1 (10) #12 x 1 -1/2" WOOD SCREWS ANCHOR TO 2X STUD OR TO 2X BUCK USING #12 X 1 -1/2° WOOD SCREWS (10) #10 X 3/4" SHEET METAL SCREWS (4) 1/4° X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 ANCHOR TO MASONRY USING 1/4 X 1 -3/4 CONCRETE SCREWS SEE NOTE 1 2X MATERIAL /—SPRUCE— PINE —FIR SG =0.42 OR BETTER z z co cn M W • • • • • #8IA• /4$ SELF • • T4 • SKEW MUWON NOTES 1. CONCRETE SCREWS ARE 1/4 ITW BUILDEX CONCRETE • • ANCFwR MULUQN T lLUON • • • • • SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1- 1/4',• • • • • • • • • A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM • • • • •• • • • • CENTERLIINE • DISTANCE OF 2 -1/4 ° . • • • • • • • • • • • • • • • • 0 z z 0 0) DATE: 2/ 0/09 SCALE. N. T.S. uoro. Er DWS cHK. sf, LFS DRAWING NO., FL- 8478.1 sHFEr 10 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • R R W Building Consultants, Inc. Report No.: FL 8478.1 R1 Date: March 3, 2009 Product Category: Windows Product sub - category: Mullions Product Name: Structural Beam Mullion Series 2723, 2724 and 2728 "Impact" Manufacturer: B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 • • • • • Florida Board of Professional Engineers Certificate of Authorization 1N1.9,98 • • • • • • • • • • •• • • a Product Evaluation Report • • • • . • • . . •••••• •••• • • • SilverLine Building Products, Corp. 1 Silverline Dr. North Brunswick, NJ 08902 Phone: 732.43 5.1000 PF 1155 Sheet 1 of 3 • • •• • • • • • •• •• •• • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL- 8478.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • •••• Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products, Corp. based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. t„ -÷v Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". • • • • • • 2. Wood bucks by others, must be anchored properly to transfer loads to the st4.Q.cttre and • • reviewed by the building official. • 3. Mullion anchor embedment to base material shall be beyond wall dressing ar stuceo. Y g .... • 4. Separate product approvals for each glazing product used with these m%tt1lor�s must, `be:*: submitted along with this mullion product approval. • • • 5. Anchoring of each glazing product to the mullion shall be as shown in , each i ndivid t t l • • • glazing product approval. • '• • • .. • • • •••• 6. Site conditions not covered in this evaluation are subject to further engineering analysis by a professional engineer or registered architect. 7. Approved twin units or approved singles can be used in mullion configurations. The vertical and horizontal mullion configurations can be combined to mull multiple single units together. 8. Mullion design pressure rating, see appropriate load rating table sheets as listed in table of contents of drawing FL 8478.1. 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown in drawing FL 8478.1. 11. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 12. When used in areas outside of the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of The Florida Building Code and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as Defined in ASTM E1996. 13. Materials, including but not limited to steel screws that come into contact with other dissimilar materials shall meet the requirements of the 2007 Florida Building Code, Section 2003.8. 14. See drawing FL 8478.1 for size limitations and design pressure ratings. PF 1155 Sheet 2 of 3 C�- Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 • • • • • • • Supporting Documents A. Drawing : .. • 1. Drawing No. FL- 8478.1 prepared by R W Building Consultants, Inc. (FloridfBoard of r. • • Professional Engineers Certificate of Authorization No. 9813), signed and I§ tl oy • •• Lyndon F. Schmidt, P.E. • •••• • • • • •••• • B. Test Report • ••• I. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Tatra Evalua : Laboratories. Inc. and reported in test report number TEL 05- 1014 -1. signg44,,Wendell • •• W. Haney, P.E. : • ...• • • • • • • •••• • • • • • • C. Calculations ••••• 1. Anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Mullion calculations following accepted engineering practice in accordance with Section 1714.5.5 of the Florida Building Code. D. Other. 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that SilverLine Building Products, Corp. is manufacturing products within a quality assurance program. PF 1155 Sheet 3 of 3 Lyndon F. Schmidt, P.E. FL No. 43409 March 3, 2009 • • • • • • • Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code file: / / /Cl/Users /Road %2oRunner /Desktop/ Florida %20Building %20Code %200nline.htm (2 of 5) [3/19/2009 5:42:45 PM] Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received FL5974 R2 COI CERT OF INDEPENDENCE.odf ltdosisial 101 /I.S.2 ASTM E1300 ASTM E1300 •• ••• • • ; : • �• TAS 202 • . :• : - :•: ••• • • ••• ' •• • • • •• • ..• ••• ••• • •• ••• ; • • , • • G • : •• • ••• . • • • • e ••• • •• • • • ••• • • • • i•'•. •• • • ••' • Diu 1997 2004 2002 1994 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Extruded Vinyl Single Hung Window - Nail Fin 5974.1 5974.3 a. Series 2700 - Model 2760 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 5974.2 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) b. Series 2700 - Model 2760 c. Series 2700 - Model 2710 file: / / /Cl/ Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline.htm (3 of 5) [3/19/2009 5:42:45 PM] Method 1 Option D 11/21/2008 11/25/2008 12/19/2008 02/03/2009 Installation Instructions FL5974 R2 II INST 5974.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.1.ndf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window - Nail Fin Installation Instructions FL5974 R2 II INST 5974.2. odf Verified By: LyncLoa F.• ckirsidt9 P.€..43409 Created by Independent arc! i r3y, As Evaluation Repoe13 ' ' ' ' ' ' ' • FL5974 R2 AE EVAL 5974.2.ndf Created by Inilepejent ;RV rdgarty4•1tes. •• • • • • •• • • • •' • • • • • • • •• • • • •• • • ••• • • • Extruded Vinyl Sizigle,. Hurlg •W1n�Qyv• • ... . • • • • • . • ... • • • • • • • • • • • • • • •• •• • • • •• • • •.• • • • ••• • • Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product nuts of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - AST E1300 -02 utilized for areas inside the HV e. Series 2700 - Model 2710 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. f. Series 2700 - Model 2710 file: / / /Cj/ Users /Road %20Runner / Desktop / Florida %20Bullding %20Code %200nline.htrn (4 of 5) [3/19/2009 5:42:45 PM] Installation Instructions FL5974 R2 II INST 5974.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.3.odf, Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL5974 R2 II INST 5974.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.4.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Mulled Windows (Utilizing 2723 Mullions) Installation Instructions FL5974 R2 II INST 5974.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.5.odf, Created by Indepndert pi NI tPat:II Yes • • . . Extruded Vinyl Single Hung Mulled (Utilizing 2723 Mullions) •• • • • .• • • • • • • • • ••• • • • • ••• . • • •. • • • • • ••• • • • • ••• • • • • • • • ••• - • • • • • • • •• •• • • • • • • ••• ••• ••. ..• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Department of Community Affairs Florida Buliding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- file: / / /Cl/ Users / Road %20Runner / Desktop / Florida %20Buiiding %20Code%20Online.htrn (5 of 5) [3/19/2009 5:42:45 PM] DCA Administration 2100 Wit Ural Disc Installation Instructions FL5974 R2 II INST 5974.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.6.odf Created by Independent Third Party: Yes (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Convricht and Disclaimer, Product Approval Accepts: •. • • • • • ' •• • • . . .. • • • • • • • • •.••• • ••• ••• • • • • • • • • • • • • • •• • • • • • • • •. • • • • •• • • • • • • • • •• • • • •• • • • •• ••• ..• • • • • • • • • •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE OF CONTENTS SHEET$ DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Buck & frame anchoring 4 B® of materials, glazing detail & components Silver Line gull WINDOWS•DOORS GENERAL NOTES an Andersen Company ;. • 1 SILVERLINE DRIVE, NORTH BRUNSWICK NJ 08902 SERIES 2 700 - MODEL 2710 EXTRUDED VINYL SINGLE HUNG WINDOW "NON- IMPACT' n evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the °High Velocity Hurricane Zone° (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shod be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product Is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4. When used In areas outside of the °HVHZ° requiring wind borne debris protection this product is required to be protected with an Impact resistant covering that compiles with Section 1609.12 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". O X •• ••• • • • • • • • • • ••• • ••• • • • • •• • • • •• •• • • • it DATE 91/12/08 sitom N.T.S. OW. BY: AL Druc. sr, LFS MAO Nos FL- 5974.4 sNET 1 or 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • \ / 0 / / X 2 SEE NOTE 3 SHT. 2 EXTERIOR SEE NOTE 2 SHT. 2 0 1 VERTICAL CROSS SECTION 2 INTERIOR SEE NOTE 1 SHT. 2 O HORIZONTAL CROSS SECTION 2 ° VERTICAL CROSS SECTION Shown w /1X sub —buck substituting concrete screws for wood screws per ection 1714.5.4.2 of the FBC (Typical @ head & jambs) a NOTES: 1. LOCATE OPERATING SASH LOCKS 7.5 FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4 SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5 FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4 SCREWS. 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC MEMBERS WITH MITERED AND WELDED CORNERS. THE FIXED MEETING RAIL IS CONSTRUCTED FROM AN EXTRUDED ALUMINUM MEMBER WITH A PVC CAP. THE FRED, towipp I kIL WA$, BU I tq, SEALED AND RASTENED xAT •EAgiH �Flp VOTFP NC • #10 x 3" SC S. TUC GRAIL ENDS UTILIZE A MOLD p PL'IC S42P:81;1". • • •• ••• •• • • • •• . . • • . .. . .. • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • • .• • • • 0 O. r m 0 z Nn z 0 Nn OVe 1 /12/08 SCAM N.T.S. CM. 9Y: AL a«. Eh% LFS DRAWING ND. FL- 5974.4 4 . • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • •• •• • • • • 0 • . • • 0 0 z ° o z a m a m 0 0 MASONRY OPENING 2X BUCK • T 1 MEETING RAIL TYP. SEE NOTE 1 CONCRETE ANCHOR NOTES; BUCK ANCHORING MASONRY OPENING FRAME 2X BUCK 1/4" ELCD s 1/4" .................... 1 -1/4" 1 - 1/4" 2 - 1/2" 1" 1MM NE 1DJACENT A14Ctlt0R 3 4" . 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: TYP. 2X BUCK TYP. 1X BUCK to m _ SASH & FRAME CUT OUT FOR 4 CLARITY r I I�� • `co " MAX. --I FRAME ANCHORING • • • ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • • • ••• • • • • • • • • •• • • • • • • •• • • • • • • • • • •• • • •• • • ••• • • • 6 O LuZ N 0 z DATE 1 /12 /0s SCAM N.T.S. DWG. BY AL cns Brz LFS DRAWING NO. FL- 5974.4 s•EEr 3 OF 4 • •• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item DESCRIPTION Material 1 EXTRUDED PVC MAIN FRAME #2751 PVC 2 EXTRUDED PVC SILL #2753 PVC 3 EXTRUDED PVC MEETING RAIL CAP #2706 PVC 4 EXTRUDED ALUMINUM MEETING RAIL #2707 ALUM. 5 EXTRUDED PVC GLAZING BEAD #3517 (INTERLOCK) PVC 6 EXTRUDED PVC GLAZING BEAD #2317 PVC 7 EXTRUDED PVC TOP RAIL #2710 PVC 8 EXTRUDED PVC BOTTOM RAIL #2909 PVC 9 EXTRUDED PVC STILE #2908 PVC 10 OPERABLE SASH LOCK — 11 SASH KLLHER STEEL 12 0.820 x 0.430" LOCK RAIL REINF. (0.06" GALVANIZED STL TUBE) STEEL 13 WINDOW SCREEN — 14 2X WOOD BUCK SG >= 0.55 WOOD 15 1/4" MAX. SHIM SPACE — 16 SASH CARRIER (CUSTOM CRAFT PLASTIC #011) PLASTIC 19 3/8" PLUG (CUSTOM CRAFT PLASTIC #326) PLASTIC 19A 1/2" PLUG (CUSTOM CRAFT PLASTIC #5518) PLASTIC 20 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 21 WEATHERSTRIP .187 x .230 (ULTRAFAB #2023W ) 23 GLAZING COMPOUND (DOW #1199) SILICONE 24 1X WOOD BUCK SG >= 0.55 WOOD 25 #8 x 1/2" PHIWPS PANHEAD SCREW STEEL 26 1/4" X 2 -3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 27 1/4 X 2 -3/4" HWH ELCO OR fW CONCRETE SCREW STEEL 28 SEALANT SILICONE 29 #10 x 1 -1/2" PPH SMS STEEL 5 * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERIIFICA110N PROGRAMS FOR RIGID PVC EXTRUSIONS ° . .45" GLASS BITE G1 GLAZING DETAIL Y g 5/32 ANNEALED GLASS METAL SPACER AIR SPACE 5/32" ANNEALED GLASS f-- 2.650 1.113" o� N D 0 M Cs/ Hi M csi 1 EXTRUDED PVC MAIN FRAME .070 WALL THICKNESS 0 0 t 2.650" �{ 2 EXTRUDED PVC SILL .070 WALL THICKNESS ° .820" r— .015" _ J GAP MAX. 12 LOCK RAIL REINFORCEMENT .06 GALVANIZED STEEL TUBE 4 EXTRUDED ALUMINUM MEETING RAIL 8 EXTRUDED PVC BOTTOM RAIL .075" WALL THICKNESS O .070" WALL THICKNESS 0.796" 0 m 0 - 1 I 0 0 1.348" 9 EXTRUDED PVC STILE .070" WALL THICKNESS 1.159 I1 D •• • • • i • • • • •• • • O • EXTRUD�ED P i a T E A U .Q • •w�• T � • i • • •• ••• •• • • • •• •• • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • •• • • ••• • • • 0 O Z DATE 1 / 2/08 SCALE N.T.S. DWG. BY AL cHK er: IFS DRAWING N04 FL 5974.4 SHEET 4 OF 4 ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • •• • • R R W Building Consultants, Inc. Manufacturer: B C Consulting and Engineering Services for the Building Ind>Zstry. • • • • • P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.75t99A • ' • • • ' • •• Florida Board of Professional Engineers Certificate of Authorization Ne.4) ) • • Product Evaluation Report Report No.: FL- 5974.4 R2 Date: November 20, 2008 Product Category: Window Product sub - category: Single Hung Product Name: Series 2700, Model 2710 Extruded Vinyl Single Hung Window "Non - Impact" SilverLine Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone 732 -435 -1000 Facsimile 732 - 247 -6820 ••• • • • • • • •••• • • ••• • • • •• •• • •• •• • Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products Corporation based on Rule Chapter No. 9B- 72.070, Method l d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL- 5974.4 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 PF873 Sheet 1 of 3 • • • • • • • •••• • • • • • •••• • • • • • •• • • •• • • • •••• Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida (FBC) structural requirements including the "High Velocity Hurricane Zone' 2. Product anchors shall be as listed and spaced as shown on details. Anchor base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an covering that complies with Section 1626 of the 2007 FBC. 4. When used in areas requiring wind borne debris protection this product is protected with an impact resistant covering that complies with Section 1609. FBC. 6. Site conditions that deviate from the details of drawing FL- 5974.4 engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL- 5974.4 for size and design pressure limitations. • • •••• Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 • enRDddm t0 PF873 Sheet 2 of 3 • • • • ana dizi,g Cod •••• • • • ••• • • • • • • •• •• • innpadt isistant, • • • • • • • • •••• • • • •• • • •• required to be • • • • 1.2 of the 2007 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. require further • • • • • • • • • • • • • • Supporting Documents • A Drawing • .4'. • • I. Drawing No. FL- 5974.4 prepared by R W Building Consultants, Inc. (Florida'f3oarti of .••• •• •• Professional Engineers Certificate of Authorization No. 9813), signed and sea eab I • Lyndon F. Schmidt, P.E. • • • •••• • • • • • • • • • • ••• B Tests • • • • • •• •• •• 1. Testing per TAS 202 -94 as performed by Architectural Testing, Inc. and repdcices& test • • report ATI 01- 41081.01, signed by Allen N. Reeves, P.E. • • •••• • • • • • •••• • • • •• • • •• • • • • • C Calculations • •••• 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report ATI 01- 41081,01. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other v 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that SilverLine Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO/TEC 17020 and Guide $3. Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 PF873 Sheet 3 of 3 • • • 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 ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 FL 12068.14 FL12068.4 SH 50.00 50.00 41.70 45.30 37 1/4 63 1/4 351/4 55 N/A . ' N( 2 FL 12068.14 FL12068.4 SH 50.00 50.00 42.50 46.10 371/4 63 1/4 35 1/4 32 3/4 •- N/A �• V+7 ._ - • • ,I 3 FL 12068.14 FL12068.4 SH 50.00 50.00 41.70. 4. a 37 1/4 63 1/4 135 1/4 55 • N/A • '= • •• 4 FL 12068.14 FL12068.4 SH` 50.00 50.00;41. ry 45 37 1/4 63 1/4 35 1/4 55 • - -1�. Ng '- °,1s 5 12068.14 FL12068.4 SH 50.00 50 00; r , '4170 X4 5.30 37 1/4 63 1/4 35 1/4 55 N/° '-- -, ' .. 6 12068.14 FL12068.4 SH 50.00 50 < \41.0 45.00 37 1/4 63 1/4 35 1/4 61 N/A • • `' NO. • • 7 FL 12068.14 FL12068.4 SH 50.00 50.00 % 41.50 45.00 371/4 631/4 351/4 61 N/A • • NO 8 FL 12068.14 FL12068.4 SH 50.00 50.00 41.50 45.00 371/4 631/4 351/4 61 N/A NO Shutter p ermit # WS- 1209 -2016 1 1 1 1 1 1 1 1 1 1 Notes: 4 a Revisin permit # WS -12 -09 -2059 by changing windows 1 -8 to FL12068.14 Single Hung Non Impact SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG I DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER I a / CASE CASEMENT / PICT= PICTURE WINDOW / ED ^ ENTRY DOOR / .0WN= AWNING THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4745196 Miami Shores Villag APPROVED ZONING DEPT BLDG DEPT SUBJECT 10 CCM WITH ALL FEDERAL STATE AND CCUN MULES AND REGULATIONS NAME: Martinez Florida Building Code Online BCIS Home +•Login , User Registration • ••• ••• • Product Approval USER: OblicUse• • • • • • • • • • • • • • • • • • • • • • • • • Product Annrovii Vt+u Pradut or•AOdNcallon FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Category Subcategory Compliance Method • • • • • • •• OS •• • • • •• •• • • • • • • • Quality Assurance Representative Address /Phone /Email Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • •• •• Topics Subrdit S3rrcharge i Stats & Facts ( Publications sole • . t6earch • > Application List > Application Detail FL12068 New 2007 Approved l Windows Single Hung Lyndon F. Schmidt, P.E. r Sllverline Building Products Corp. One Sllverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw@rwbidgconsultants.com Craig Calderone rickw@ rwbldgconsultants.com Evaluation Report from a,Florida Registered Architect or a Licensed Florida Professional Engineer Eel Evaluation Report - Hardcopy Received PE -43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. Rl Validation Checklist - Hardcopy Received FL12068 RO COI CERT of INDEPENDENCE.pdf Standard 101 /I.S.2 AAMA/ W DMA/CSA101 /I.S.2 /A440 ASTM E1300 ASTM E1300 ASTM E1886/E1996 TAS 202 Page 1 of 4 Year 1997 2005 2002 2004 2002 1994 http:// www. floridabuilding .org /pr /pr_app_dtl.aspx? param= wGEVXQwtDquJEQf8P6a6FK... 2/23/2010 Summary of Products FL # Model, Number or Name Description 12068.1 fa. 2000 Series / Model 2001 Extruded Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12068.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL12068 RO II INST 12068.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RO AE EVAL 12068.1.pdf Created by Independent Third Party: Yes 12068.2 b. 2000 Series / Model 2002 Extruded Vinyl Twin Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12068.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL12068 RO II INST 12068.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RO AE EVAL 12068.2.pdf Created by Independent Third Party: Yes 12068.3 c. 2000 Series / Model 2003 Extruded Vinyl Triple Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12068.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL12068 RO II INST 12068.3.pdf Verified By Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RO AE EVAL 12068.3.pdf Created by Independent Third Party: Yes 1 2068.4 d. 2100 Series / Model 2111 Extruded Vinyl Single Hung Window - Flange Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12068.4 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL12068 RO II INST 12068.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RO AE EVAL 12068.4.pdf Created by Independent Third Party: Yes 12068.5 e. 2200 Series / Model 2201 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12068.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL12068 RO II INST 12068.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RO AE EVAL 12068.5.pdf Created by Independent Third Party: Yes 12068.6 f. 2200 Series / Model 2202 Extruded Vinyl Twin Single Hung Window - Nailing Fin (Continuous Head and Sill with Integral Mullion) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL12068 RO II INST 12068.6.adf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Florida Building Code Online Date Validated • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • •. • •• • • • • • • • • • ••• Sections from the Code • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• ••• • ••• • • Product Approval Method •• • • • •• ••• •• Date Submitted • • • 01/26/2009 • • 03/04/2009 •• • • • • • ••• •• Date Pending FBC Approval 03/13/2009 Date Approved 04/07/2009 Method 1 Option D Page 2 of 4 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquJEQf8P6a6FK... 2/23/2010 ••• • • • • ••• Other: See INST 12068.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars., • • • FL12068 RO AE EVAL 12068.6.odf Created by Independent Third Party: Yes 12068.2 • • • • • • • • • g. :240 5erjes7 odel :203 • • • • • • • • • • xtruded Vinyl Triple Single Hung Window - Nailing Fin ( Continuous Head and Sill with Integral Mullion) _ Limits of Usd • • ••• • • • • • • • installation Instructions Approved for use in HVHZ: No FL12068 RO II INST 12068.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant* No• •. ••• • • Created by Independent Third Party: Yes Design Pr®ssuh:;■4 ; • • :. • Evaluation Reports • Other: See ST 1 ONS fvrDesign Pressure Ratings, FL12068 RO AE EVAL 12068.7.pdf any additkua3�use IrrnitatronC, idsttnory etructions and product particulars. Created by Independent Third Party: Yes 12068.8 h. 2300 Series / Model 2301 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL12068 RO II INST 12068.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.8 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.8.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 12068.9 1. 2300 Series / Model 2302 Extruded Vinyl Twin Single Hung Window - Nailing Fin (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use In HVHZ: No FL12068 RO II INST 12068.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.9 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.9.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 12068.10 j. 2300 Series / Model 2303 Extruded Vinyl Triple Single Hung Window - Nailing Fin (Continuous Head and Sill with Integral Mullion) Limits of Use Installation instructions Approved for use in HVHZ: No FL12068 RO II INST 12068.10.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.10 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.10.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 12068.11 k. 2600 Series / Model 2601 Extruded Vinyl Single Hung Window - Nailing Fin with "3 channel" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12068 RO II INST 12068.11.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.11 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.11.pdf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 12068.12 I. 2600 Series / Model 2602 Extruded Vinyl Twin Single Hung Window - Nailing Fin with "3 channel" (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions �? Approved for use in HVHZ: No . FL12068 RO II INST 12068.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.12 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.12 Of any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 12068.13 m. 2600 Series / Model 2603 Extruded Vinyl Triple Single Hung Window - Nailing Fin with "3 channel" (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12068 RO W INST 12068.13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12068.13 for Design Pressure Ratings, FL12068 RO AE EVAL 12068.13.pdf • Florida Building Code Online • ..•• •..• • • • • • • • • • • • .... • • • •... •... • • •... • • • • .. • • • Page 3 of 4 http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDquJ EQf8P6a6FK... 2/23/2010 • any additional use limitations, installation instructions ° Created by Independent Third Party: Yes and product particulars. 112068.14• • • _ fn• 2100 Series / riode1.2111 iExtruded Vinyl Single Hung Window - Flange • Limits of gse • • • • • • •: • • • Approvetifor use in iii/Hens • • • Approved fdWU9e outside HVHZ: Yes • • • • Impact Resistant: No Design Pressure: N/A Other: See•I*ISZ 1 068.14 fos Desip4 Preiylre Ratings, any additional u6Qniiati :ns irtt I tiorrinstructions and product per uie Mote. A l E1389,-02 utilized for areas inside e • • • • Installation Instructions FL12068 RO 1I IN$T 12068.1443a Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RO AE EVAL 12068.14.pdf Created by Independent Third Party: Yes 12068.15 lo. 2200 Series / Model 2201 Extruded Vinyl Single Hung Window - Flange Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12068.15 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL12068 RO II INST 12068.15.Odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RQ AE EVAL 12068.15.pdf Created by Independent Third Party: Yes 12068.16 p. 2300 Series / Model 2301 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12068.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL12068 RO II INST 12068.16.0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12068 RO AE EVAL 12068.16.0df Created by Independent Third Party: Yes Florida Building Code Online • • ••• • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • . • • Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard - Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Coovrlcht statement! Accessibility Statement 1 Plua -in Software 1 Customer Service Survey I Contact Us Product Approval Accepts: Page 4 of 4 http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDquJEQf8P6a6FK... 2/23/2010 TABLE OFCONTRAS Slurtt DESCRIPITON 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Buck & frame anchoring 4 NI of n atieah s, glazing detal & components Silver Line® WINDOWSeDOORS an Andersen Company 1 SiLVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 SERIES 2100 - MODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW W/ FLANGE "NON- IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Honda Bullding Code (FBC) shuctural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shaft be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that compiles with Section 1626 of the 2007 FBC. 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that comps with Section 1609.2 of the FBC. 5. For 2c stud framing construction. anchoring of these units shall be the same as that shown for 2x buck masonry c onstr uciion. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". 53.?SMAX.OVERALL RANGE WIDTH 52.00" MAX. OVERALL FRAME WIDTH / X • • • • • •• • • ••0• • • 0000 • • • • • • • • • • • • • • •• • 37.2r x 63.25" 36.00" x 6200" 53.25" x 6325° 5200" x 62.00° G1 +50.0 -50.0 +35.0 -35.0 • • • •• • • • • • • • •• •• •• • • 041 • • 00 • 4141• • ••• DATE z • • • • • 1 /2s /0s WALD N.T.S. oWa. BY AL czar. E LFS 1- 0 0 z rn • 1• • .• • U 2 s 6 DRAWMONW FL- 12068.14 °o N stow J_ of j 1 -1/4" MIN. EMB. TYP. O HORIZONTAL CROSS SECTION 2 INTERIOR EXTERIOR ° VERTICAL CROSS SECTION Shown w /IX sub- bucksubstitufing concrete screws for screws per Secetion 1714.5.4.2 of the FBC NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL FASTEN WITH (2) #8 x 3/4" SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 65" FROM EACH END OF THE MEETING RAIL FASTEN WITH (2) #6 x 3/4" SCREWS. CD I VER17CAL CROSS SECTION •••• • •••• 2 • • 2 • • •• • z • Fi• • • �� a • • ••• : ;II R.i`o • ti.-Qd4 • 0 x 0 z z 0 DATE: 1/29/09 0 sum N. T.S. DWG. WO AL cNx. Dr: LFS DRAWING NO. FL- 12068.14 mum 2 OF 4 ANCHOR ANCHOR . . . • Slz�` > .. :. ; . MINIM . ' RMBEp�NJ' M INIMUM CLEAR 1`O •MASO.NRY EDGE . __.:. . MINIMUM CLEARANCE TO ;: .A DJ.A EN1` .ANCHOR : : 1/4" 1.1/4" 2.1/2" 3" ELCO . 1/4" 1.1/4" 1" 4" 2X BUCK MASONRY OPENING r TYP. BUCK ANCHORING MASONRY 4 G 2X BUCK FRAME MASONRY OPENING ✓ 6" MAX. -jam --►{ W/ 2X BUCK INSTALLATION W/ 1X BUCK INSTALLATION TYP. HEAD & JAMBS CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: FRAME ANCHORING • • • •• • • • •• • • • • • • • • • • • • • • •••• • • 0000 • ••• • 4. • • •• 0 • •• W _ C0 g •••• • • ••• • •••• •••• 21 •UQ WE: 1/29/09 SCALE N.T.S. MC. 9Y: AL cwc B LFS 0 z DRAWING NO. FL- 12068.14 sroE 3 ov 4 V) z 0 • • • • • • • • • • • • • • • •• • • • •• • BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52 -2611 • PVC 2 EXTRUDED PVC SILL #52 -2613• PVC 3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) #52 -3557* PVC 4 EXTRUDED PVC MEETING RAIL #52 -2907* PVC 5 EXTRUDED PVC TOP RAIL #52 -2908* PVC 6 EXTRUDED PVC BOTTOM UFT RAIL #52 -2949* PVC 7 EXTRUDED PVC STILE* PVC 8 EXTRUDED PVC GLAZING BEAD (KEEPER) #52 -2317" PVC 9 EXTRUDED PVC GLAZING BEAD (VERT. 8 HORT.) #52 -2217* PVC 10 OPERABLE SASH LOCK - 11 SASH KEEPER STEEL 12 FIXED MEETING RAIL REINFORCEMENT #51 -2919 STEEL 14 LOCK RAIL REINFORCEMENT #51 -2821 STEEL 15 BOTTOM UFT RAIL & SASH REINFORCEMENT STEEL 16 WINDOW SCREEN - 17 WEATHERSTRIP PILE W /FIN .187 x .270, LOCK RAIL & SASH (ULTRAFAB) - 18 WEATHERSTRIP PILE W /FIN .187 x 230, FIXED MEETING RAIL (ULTRAFAB) - 19 WEATHERSTRIP PILE W /FIN .187 x .150, SILL ( ULTRAFAB) - 20 WEATHERSTRIP VINYL BULB .187' x .375' 0 (AMESBURY) - 22 GLAZING COMPOUND (DOW #1199) SIUCONE 23 #8 X 7' PPH SMS STEEL 24 1/4" X 2 -3/4" ELCO OR ITW CONCRETE SCREW ' STEEL 25 2X BUCK SG >= 0.55 WOOD 26 1/4" MAX. SHIM SPACE - 27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28 1/4" X 2 -3/4" HWH ELCO OR ITW CONCRETE SCREW STEEL 29 IXBUCK WOOD 30 INTERCEPT SPACER STEEL "THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS ". O PVC MAIN FRAME PVC SILL *. 0 O EXTRUDED PVC MEETING RAIL h Lt — 0.8" 0.74" f f d 010; A 9 v } --. --- 0.048" 0.06" -- 4- - J ® LOCK RAIL TOP 14 LOCK MEETING RA4! 1S BOTTOM UFT RAIL 8 SASH Reinforcement Reinforcement Reinforcement "v o m 1 1 1.16" 1 0.91" 1 I'� 1. 9" 4 1 '— 0.065" g, L d ill 0 L—I z II = 0.064" ^.• e 0.07 0.91" Fes �I . 1.16" ' ATE 1/29/09 SG D N.T.S. GI GLAZING DETAIL 5/8" OVERALL THK. GLASS 1/8' ANNEALED AIR SPACE 1 /8" ANNEALED O EXTRUDED PVC TOP RAIL O EXTRUDED PVC BOTTOM LIFT RAIL 0% m I n Dg N 7d88d O EXTRUDED PVC GLAZING BEAD 8 m `I' E 8V • r °• •• x.79" •• S.idf o ° • o f �1 0.87' ••• . • • • • c • • • •••• • 1• O EXTRUDER PVCO LAZING BEAD z • Keeper •••• • � • g m • 0.79" i a,o• • z x • • • • cD cD V) ° • ••I • O EXTRUDED PVC GLAZING BEAD E D O EXTRUDED PVC STILE • m cwc Err: LFS DRAWING NO.: FL- 12068.14 SHEET 4 OF 4 z 0 rr • • 1 • • • • • • •• • • • • •• • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • R • R.AN Building Consultants, Inc. • •• • . • • • C • . . • • BottIO Vatico, FL 'Phone 813.659.919'7 Facsimile 813.754.9989 • • toziethireied agirreeting Services for the Building Industry Florida Board of Professional Engineers Certificate of Authorization No. 9813 • • • • • •• ••• •• • . • •• ° 0. :1 Report Report No.: FL 12068.14 Date: January 28, 2009 Product Category: Windows Product sub-category: Single Hung Product Name: Series 2100 - Model 2111 Extruded Vinyl Single Hung Window With Flange "Non Impact" Manufacturer: Silverline Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone — 732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silverline Building Products based on Rule Chapter No 913-72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing Na.: FL 12068.14 prepaid by RW Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL 43409) for specific use parameters. PF 1449 Sheet 1 of 3 Lyndon F. Schmidt, P.E. FL No.43409 January 28, 2009 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • ••• • • • • ••• a • •us d 1. This product has'bee4 ryauer Sompliance with the 2007 Florida Building Code (FBC) structural .. • • ruu �nn4s'clu4ing the; "High Velocity Hurricane Zone" (HVHZ). • • • •• 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ ". this product is required to be protected: with an impact resistant covering that complies with Section 1 626 of the Florida Building Code. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 5. For 2x stud f amin' g construction, anchoring of these units • shall be the same as that shown for 2x buck masonry construction. r 6. Site conditions that deviate from the details of drawing. FL 12068.14 require further enineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ ". 8. See drawing FL 12068.14 for size and design pressure limitations. r PF 1449 Sheet 2 of 3 Lyndon F. Schmidt, P.E. FL No. 43409 January 28, 2009 PF 1449 • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••••••• •••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• ••• • ••• • •• • • • • •• ••• •• • • . • • • • • • ': ;•; ng Documents •• • • • • • ••• •• A Drawing 1. Drawing No FL 1 2068.14 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No 9813) signed and sealed by Lyndon F. Schmidt, A.E. B Tests Performed 1. Testing per TAS 202 -94 as performed by Architectural Testing, Inc. and reported in test report number ATI 01-44453.01, signed by Joseph A. Reed, A.E. '. Plastics testing in accordance with the '`High Velocity Hurricane Zone" substantiated by Issuance of Miami -Dade Notice of Acceptance 07- 091.8,10. C Calculations 1. Product anchoring is in accordance with; manufacturer's published recommendations as substantiated by tested specimens reported in test report number ATI 01- 44453.01. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass Load Resistance Report ASTM E1300 prepared by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by Window and Door. Manufacturers Association, certifying that Silverline Building Products is manufacturing products within a quality assurance program that complies with 1SOIIEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 January 28, 2009 Sleet 3 of 3 C Opening Location No Location Corner 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 FL 5974.4 ' SH 62.00 68.00 46.50 50.40 53 73 4/5 35 1/4 55 N/A L E5 2 5 FL 5974.4 I SH 62.00 68.00 46.50 62.20 53 73 4/5 35 1/4 32 3/4 N/A a • 3 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 35 1/4 55 N/A ,, . 4 5 FL 5974.4 SH 62.00 68.00 46.50 62.20 53 73 4/5 35 1/4 55 N/A It 5 5 FL 5974.4 i SH 62.00 68.00 46.50 62.20 53 73 4/5 35 1/4 55 N/A i , 6 4 FL 5974.4 SH 62.00 68.00 46.50 50.40 53 35 1/4 61 N/A ,, 7 4 FL 5974.4 SH 62.00 68.00 4.." • 50.40 53 73 4/5 35 1/4 61 N/A f, 8 4 FL 5974. SH• 62.00 68.00 46.50 50.40 53 73 4/5 35 1/4 61 N/A ,, Shutter permit # WS- 1209 -201 Notes: SGW= SLIDER GLASS INDOW / SH= SI LE HUNG / H= DOUBLE HUNG / G = GARDE DOUBLE SWING D OR / PD= PATIO SLIDER D 0 OR / CASE= C SEMENT / PI T= PICTURE WINDO ED= ENT DOOR / AWN= AWNING THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 4745196 DEC 1 5 B g�: o �oosoavm NAME: Martinez BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL L! STATE AND COUNTY RULES AND 1 OF 1 • • • • •• • • '..••••' .. . . . . . • • C -1--(. • • •.• • • • �. • • • • • - • • •c�?, i • >. •' • •• •• • •• •: • ••• • • Job# 4745196 WINDOW/ SHUTTER DIAGRAM SHEET . Mauricio Martinez 189 nw 105 street Miami Shores Fl 33138 2 1 Shutters permit # WS- 1209 -2016 Mean Roof Height 10' Roof Slope 3/12 Front Door 8 Building Width 29' Building Length 57' 7 6 (2) 1x4 Mullion " • • .. .. .. . • • • . . . . .. • ..• • • ..: ' • • •• o. • . .. • .. • ... :'. • • :• • • • • •• • • • coo* • • • • .. • • • • • • • • • • • • • • • . • • ; ; • • • • • . • • 1 . • • • . 1' '• . . 1 OF 1 Florida Building Code Online •• .K _,• • . • FL #• Application T Code Versio Applicatio Commen Archived roduct Approval SER: Public User Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email file: / / /CI /Users/ Road% 20Runner / Desktop / Florida %20Building%20Code %20Online.htm (1 of 5) [3/19/2009 5:42:45 PM] ifii� tfi User Reaistration ' 'mica 1 Su ae I . I ; Publications' ' 111 Links Sew' Zfila LAM > Application List > Application Detail North Brun ick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsgita .c• ••• : • • • ::; •. Craig Calderone • .•' ..: ' • •• rickw @rwbIdgconsultants.com •• • . • • • • ; . • • • • • • • • • ••• • • • • • • • • ••• • ••• .•• • • • • • • • • • • ••• • • • ••• • • • • • ; • • • • • • ••• • • • • • • :.'•. ••• • :. • ••