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WS-10-6494 Inspection Number: INSP - 142944 Scheduled Inspection Date: May 12, 2010 Inspector: Rodriguez, Jorge Owner: HEFFERNAN, COURTNEY Job Address: 9120 NE 10 Avenue Project: <NONE> Miami Shores, FL 33138- Contractor: QUALITY CARPENTRY OF NORTH FL INC Building Department Comments May 12, 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 Number: WS -4 -10 -649 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060030010 Phone: (786)229 -4659 REMOVE AND DISPOSE BROKEN BACK DOOR BROKEN WINDOW AND FRONT DOOR. NEW IMPACT PRODUCTS Passed Failed „ifiE Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 142398. CREATED AS REINSPECTION FOR INSP- 140831. Missing anchors in all three openings. NB Entry door still missing anchors. NB -Ti Gl a c: seeords Vibe boiL- Page 20 of 25 Inspection Number: INSP - 143235 Scheduled Inspection Date: May 13, 2010 Inspector: Bruhn, Norman Owner: HEFFERNAN, COURTNEY Job Address: 9120 NE 10 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY CARPENTRY OF NORTH FL INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Permit Number: WS -4 -10 -649 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Parcel Number 1132060030010 Phone: (786)229 -4659 REMOVE AND DISPOSE BROKEN BACK DOOR BROKEN WINDOW AND FRONT DOOR. NEW IMPACT PRODUCTS Passed 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 - 142944. CREATED AS REINSPECTION FOR INSP- 142398. CREATED AS REINSPECTION FOR INSP- 140831. Missing anchors in all three openings. NB Entry door still missing anchors. NB May 12, 2010 For Inspections please call: (305)762 - 4949 Page 25 of 25 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 9120 NE 10 Avenue Miami Shores, FL 33138- 1132060030010 Block: Lot: COURTNEY HEFFERNAN 1 Owner Information COURTNEY HEFFERNAN 9120 NE 10 Avenue MIAMI SHORES FL 33138 I Contractor(s) Phone CeII Phone QUALITY CARPENTRY OF NORTH FL (786)229 -4659 (954)665 -9660 Type of Work: WINDOWS & DOORS No of Openings: 3 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $130.00 $9.00 $2.40 $143.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 23, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Address Permit Type: Windows/Shutters e rr i /ork Classification: Window /Door Replacem Permit Status: APPROVED Issue Date: 4 /21/2010 Permit NO. WS -4 -10 -649 Expiration: 10 /18/2010 Parcel Number Phone Pay Date Pay Type Invoice # WS-4 -10 -37614 04/19/2010 Cash 04/23/2010 Check #: 2525 Amt Paid Amt Due $ 50.00 $ 93.80 $ 93.80 $ 0.00 Applicant Cell Valuation: Total Sq Feet: $ 2,500.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment April 23, 2010 1 Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. k A Vl) O ° VO" l PERMIT APPLICATION Master Permit No. FBC 208? Permit Type: BUILDING ROOFING 1\ Owner's Name (Fee Simple Titleholder) Coa ■e\i' r - N it-r Phone # Owner's Address ' 0 Lt 1 C City ? I State ' i-= L Zip Tenant/Lessee Name N/ Phone # Email CO y e L Job Address (where the work is being done) ) \t" 4, City Miami Shores Village County Miami -Dade IV FOLIO /PARCEL# bI - 3 X, - ODD® coJ n Contractor's Company Nam . ,: �`� 1 1 IN Fk aCk Phone # G5 vwv Contractor's Address 1 4 1 `4 I l J a % j LA. G I S 1 - - (K OS' - ' ( Q City C7cxi ��i 11 Q State Zip 3ek' c 1 Qualifier Name J { DQ O0..CI-- Phone # QQ9 -! 1 State Certificate or Registration NNo.0 C) ic9 5Q9i C 3 Mc t Contact Phone - / q 9 E -mail IOW) Value of Work For this Permit $ .5 p Square / Linear Footage Of Work: ['Alteration / Type of Work: ['Addition Describe Work: ['New Certificate of Competency No. G): : Zip � 13 T1 Flood Zone @3o.6 I .coM Phone # X Repair/Replace x *** ** ** ** ** * * ** * * ** * *** ** * * ** x *** ** **,* F * * * ** ** ***** * * * * *** * * * * * * *** * ** ��Q' Oo Submittal Fee $ Permit Fee $ �- CCF $ `' OL) CO /CC $ Notary $ Training/Education Fee $ (X00 Technology Fee $ 1 9, 40 Scanning $ " I Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Gi5'150 See Reverse side - I sams o APR J. 9 2010 [' Demolition r 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 tlbe approved and a reinspecti s n fee will be charged. Owner or The foregoing instrument = : acknowledged before me this -6 day of d - / y , 20 / C + , by d i 2 W Z . , r i d by / Ff R,J r 1) who is personally lcnomsn to me or who has produced / ° aiSra #1.-/- )//Wecd As identification and who did take an oath. NOTARY PUBLIC: Sigd:: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Signatur) The foregoing ' strument was acknowledged before me this (as day of Ofni , 20 10, by 140,101 , who i ersonally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Contractor eirAfv\Ps e: flee -Mk,: ee eel®ee ue e®eu eeeeuee My CommisBion 2 T :�1�y �'��; Comm# D ®0825215 Explres 9/22/2012 '.; " AO Fioriddv� N ******************************** * * * * * * * * * * * * * * ** * ** * * * * * * * * * * ** ** * *x:� **aak *4a�i�eY3'�Yd�t.�i5�a�diSa StaInn a * *x*** ** APPROVED BY g r Plans Examiner Zoning Engineer Clerk checked Return to: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33161 Instrument Prepared By: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33161 Folio No. 11- 3206 - 003 -0010 THIS INDENTURE, Made this 2,S day of Tc , 2010, Between STEPHEN MUNIVE, a single man, GRANTOR, and COURTNEY HEFFERNAN, whose post office address is 9120 NE 10 Avenue, Miami Shores, FL 33138, GRANTEE, WITNESSETH, That said GRANTOR, for and in consideration of the sum of Ten and 00 /100 Dollars, and other good and valuable considerations to said GRANTOR in hand paid by said GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE, and GRANTEE'S heirs and assigns forever, the following described land, situate, Tying and being in MIAMI -DADE County, Florida to -wit: Lot 1, in Block 1, of BISCAYNE RIDGE, according to the Plat thereof, as recorded in Plat Book 39, Page 41, of the Public Records of Miami -Dade County, Florida SUBJECT TO: Applicable zoning and /or restrictions and prohibitions imposed by govemmental authority; Conditions, Restrictions limitations, reservations, easements, and other matters appearing on records, if any; Utility easements of record, taxes for the year 2010 and subsequent years. and said GRANTOR does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, GRANTOR, has hereunto set GRANTOR'S hand and seal the day and year first above written. Signed, sealed, and delivered in our presence: Witnes Name 12 A-7A art L �y, CF./ Pri / Wi ess me Print STATE OF FLORIDA COUNTY OF MIAMI -DADE ) I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared STEPHEN MUNIVE, who produced as identification, and who executed the foregoing instrument and acknowledged before me that he executed the same. WITNESS my hand and official seal in the County and State last aforesaid this day of -- � 7kL I�� , 2010. My commission expires: LOIS E LINDLEY ._._ M Y COMMISSION # DD838034 ; ' EXPIRES December 15, 2012 (407) 398 -0153 FiondalloteryService.carn WARRANTY DEED STEPHEN M DIVE Grantor 9590 NW 27 Court Coral Springs, FL 33065 NOTARY PUBLIC, State of FLORIDA at Large 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264 -2660 FAX: (305) 264 -0229 DRAWN BY: LILY 'uua OuruEIJurz i tr. LAND SURVEYORS SURVEY No. 10- 0000322 -1 SHEET No. 2 OF 2 50.00' TOTAL R/W ' ANCHOR F.I.P NO: U.P. R =25.00' L=40.48' Tan =26.24' 4 LI=92 ° 46' , 31 00' ONE STORY RES. # 9120 LOT -1 BLOCK -1 F.I.P 1/2" NO CAP Alt 92 °46'27" 14.97' BOUNDARY SURVEY SCALE =1'020' LOT -3 BLOCK -1 . 78.08' 3' C.B.W. 9ONC.F. te h F.I.P 1/2" NO CAP SURVEYOR'S NOTE: - There maybe Easements recorded in the Public Records not shown on this Survey. - The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. E/ADCAD\dwti5es \Teat.dwt 7129/2005 9:18:49 PM EST 0.50' CL. LOT -2 BLOCK - 1 0.30'ENCR. 0.20'CL F.I.P 1/2" ® NO CAP WtIM. —1 O D 2 ro 0 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264-2660 FAX: (305) 284-0229 DRAWN BY: SURVEY OF LOT 1, BLOCK 1, OF PLAT OF BISCAYNE RIDGE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39, PAGE 41, OF THE PUBLIC RFS;X?RDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 9120 NE 10 AVE, MIAMI, FL 33138 FOR: COURTNEY HEFFERNAN LOCATION. SKETCH Scale 1" = NT.S. W i S 8 P 53.0 14 I. 5 i� °'new 0.d4a1sa► w e.rai % Public Umn i 4.40e ) tin ssl NOT luct_UaeL IN THI;3 Say AT. A =ARC NC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R = BROWARD COUNTY RECORDS B.M. = BENCH MARK S.O.B = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE:MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL 8 DISK S3.03' 0 0 0 Nova Surveyors, Inc. LAND SURVEYORS 8 1 2 3.45 66.5x• N a1 5 5.06 CERTIFIED TO: COURTNEY HEFFERNAN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CHRISTOPHER P. KELLEY, P.A. ABBREVIATION AND MEANING 0 6 S 6 rs FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.BEG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.AP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH.= OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE N. 5 IR 5 • 4 N. E. 911- •[2R1,Cm. SUBJECT., RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG • EASEMENT R/W = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE = CENTER LINE = MONUMENT LINE 4 8' 0 LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLF. WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY /PANEL/SUFFIX: 120862 0306 F DATE OF FIRM: 10/02/1997 BASE FLOOD ELEVATION: N/A. 53.0 12,.o PROPERTY 35.06 3 0 0 J 0 LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES C B 5 = WALL ICBWI C.L.F. = CHAIN L NK FENCE I.F = IRON FENCE ✓ I-rr W.F. = WOOD FENCE .000. = EXISTING ELEVATIONS - x-aF - 0-'0- SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE EOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY BM# SURVEYORS CERTIFICATION I HEREBY CERTIFY. THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY - 'HE FLORIDA BOARD OF PROFESSIONAL LAIID SURVEYORS IN CHAPTER 81017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE IBARRA PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR).. REVISED ON: SURVEY NO SHEET NO 1 {3 W) 3 NO.2534 y . a ST/fTE OF GORIO I �1 N0 SUR • 1 ■1 \ \�� '� SURVEYOR'S SEAL � - 0 / C1 10- 0000322 -1 1 OF 2 0 ri 4 35' oI I 0.1 z ELEV. FEET OF N.G.V.D. OF 1929. RE \,/ISED ON: MIAMI -DADE COUNTY TAX CO LLECTOR 140 FLO QLF3R ST. MIAMI, FL 33130 THIS IS NOT A BILL - DO NOT PAY =63302 -7- s8NEWiAI 6 9698 -6 H OLA T O OR AW r LS DP THE UNYY OR. NOR ELDER PROM MW EEgRRg UMW BY LAW THEM 77 A OERIIPICATION OP 10148. HOLDHR8 QUAUPICA- euvreffreamy OF NORTH FLORIDA STATETSE1152963 INC DOING BUS IN DADE CO " LI Pf CAPENTRY =NORTH = F ORID $8C 8r BLDG CONTRACTOR %Ki r e An M A RECHINEO �0 E COUNIY TAX , °R 07/13/2009 60070000225 000078.00 SEE OTHER SIDE 2009 LOCAL. BUSINESS TAX RECEIPT 2010 MIAMIDADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2010 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 & 10 WORKER/S DO NOT FORWARD INC LITY CAPENTRY OF NORTH FLORIDA ROY E DELOACH 444 NW 28 AVE GAINESVILLE FL 32609 hilh uhllllItilAs lllnhIldnuhlud1duh RETIE! FIRST-CLASS U.S. POSTAGE miAm PERMIT NO. 231 • DELOACEI, ICEIZIETR WAYNE QUALITY CARPENTRY OF NORTE FLORIDA INC 444 NORTHWEST 28TH AVENUE GAINESVILLE FL 32609 CongratukSonsi With fhb ffearlSet you become one dike nearly one nth= Rork Hans licensed by the Department of Busretess and Professional Regulation. Our professionals and businesses range from arcidtects to yactht brokers, from boxers to barbeque restaurants, and they keep Rolida's economy strong. Every day we work to improve the way we do budness ht alder to serve you better_ For ht maw about our services, please log onto www.mytiorkialicense.cm. There you can find more information about ourdvisions and the regulations that Impact you, subrumbe to department newsktbm and team more about the Departmatirs Our mil at the Department I= License Efficienlly, Regulate Fairly. We constantly strive to serve you batter so that you can serve your CUSICIMINS. Thank you for doing business in Florida. and conger an your new ffcensd A 06/13/2008 070515276 COCONUT GROVE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION .1.puluarxx LICENSING BOARD (850) 487-1395 1940 NORTH HoNROE STREET TALLAHASSEE .FL 32399 DETACH HERE 44. ---- T42 AC# 38k STAVE OF RAPP* ,43VinSS ARP FEMONAts REM:1447104 '- 9,63 - 06/13108 0705132'; CMTIFIED BUILDING CORTEIAcT9R DEMM, KENZWEr WAYNE QuAravr CaRriEsTRr OF NOREI • ..... '■ IS ggfeeFATED undw el= Estcovtailens at cis.489 — - _ ARikte:114 2024 "i0180C430050 7- ; - -;.■-:17 5 • • SECItzto8o6340* STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COAVENSATION * * =TECATE OF ELIETION TO OE UMW FROM FLOOR ORIONSW' comPonsmon LAW * * ALEX SO41( CHIEF FRIANC1AL OM:ER CONSTRUCTION INDUSTRY EXEMPTION This certifies that the indivkhati listed below has elected to be exempt hem Rtaida Workers' Compensation lam EFFECTIVE DATE PERSON: FEB* BUSINESS NAME AND ADDRESS QUALITY CARPIMITRY OF MATH FLORIDA INC 444 Pal 213111 AVE GAINESVILLE FL 32509 SCOPES OF BUSINESS OR TRADE 1- CARPENTRY 12/02/2008 EXPIRATION DATE 1210212010 DELOACH KENNETH W 201000582 R4P1JRTANT: Penlvat to thaw 1411 . OMR F.S.„ i enter eareorniss who dna 4314140ON tan this chapter by Wag • antigen of &esti= Was this MONO Ray 1101 Tema* COWRY NT ConNeRsaGs Nan ode gaga. gram to Mores 440.002), F.s.. [agitates .1 Wags to be ettesort.- apply any whine the tape et as began or nag listed so Se Notice el gages to ha exeng. glass a Dopler 4411.01111 5.3., Notices el stadia w be exempt sad tettgates et etectiee to be exam draft be subject to rang= S. a asy gm after tin Egg el the age. sr the inane et the cogitate. De poses sang as 44 nag or cortgate re leaps meets the rentirenems et this scant ter issmene 91 • certgate. The Opanness shall revoke angtate 91 ea tine kr fame el De panto masa ao the argittate ID 9191 44 nnerereeds 91 this sage. WC-252 COOTIRCAIE OF RECTUM TO OE EXEMPT RBOSED 09-06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT F Pursuant to ampler 44a0a14). F.S., an officer of a cesporation wlzo ale= exemPthto from 05s chapter by firms a certificate of eiectign L under this section may not rower benefits or campensehen under this D chapter. • Pursuant to CNIPTCr 441/15112). ES.. Certificates of electien to be r ocompt_ apply only within the scope of the business or trade listed on =the notice of election to be mann. R E POULIOT TO Chapter 441/05113 F.S. Notices of election to be exempt and certificates af election to be exempt shall be subject 10 revocation if, at any time after the Meg of the notice or the issuance of the certifies*, Ma person named on the twice or certificate so homer meets the requirements of this section for issuance of a certificate. The departatent shall revoke a certificate at my time for failure of the person mated on the certificate to meet Om requirements of this section. OLIESTRDIS? IMO 413-1609 STATE OF FLORIDA DEPARTMENT OF Filommve. SERVICES DIVISION OF WORKERS' ONIWENSATION CONSTRUCTION INDUSTRY CERTIRCATE OF ELECTION TO IN EXEMPT FROM FLORIDA WORKERS' COMFENSATtOri tAW EFFECTIVE 12/02/2008 EXPIRATION DATE:: 12/02/2010 PERSON KENNETH V OELBACH FEIN 201000552 BUSINESS NAIVE AND ADORES& maim =mew OF man MOM WC 444 NW 211TH AVE GAWF-SVIL1E, FL 32609 SCOPE OF BUSINESS OR TRADE 1- CARPENTRY WC-252 CERTIFICATE OF ELECTION TO OE EXEMPT REV= 09 CUT HERE 10 -20 -2008 * Carry bottom portion on the job, keep upper portion for your records. P • 1 ClUESTiLiliST (650) 413-1609 ,Ira WPM OF IIMuRANCE eaNISIALTJA UTY CONMEROIAL GENERAL uainuTy CLAIMS b DE e occuR jeaReesTE warAPPUE PER X POLICY f , IAC AUTueo®a.■uAssmr ■ ANY AUTO ■ AIL WMIWAUTOS ■ *swum ■ HOEDANITO$ ■ PosovadED Auras • AARAA6 uassirY ■ ANYAUTII I INGSILMI ■ OCCUR ® OARS MATT DEDuorma $ NORREERS REIMPEEMATEMI A/® BiEOVARW Llanany ANY PROPMErompammuszoonvs OPMERARSIVES EXCRJIDE00 BPP.1AL PROVISIONS Seaw OWEN 04- 07400785345 •A'r 1..1 i ..•a f f f l Dt3GSPTIONOF / LOOM= /invus Ls4ISECIUSKINS ARUM RY ismossesiwai 8PE7CIRN.PRaI>a10H8 BANG taoFArib UNITS 3/22/2011 PRODUCTS - COMP/OPAGO $ 600,000 EACH occussEscE $ 200 000 masses Ma oom, anoe_ s 3 00, 000 TED L P (My ow Rgd $ owa1uded PERSONAL$ ADE INJURY $ 300 000 GENERAL ACGREOAf $ - 600,000 BODILY n> 1 $ COWIN= SINGLE (Ea a1 U"°R (Per toCklunl) AUTOONLY EAAccIDETIT AUTO ONLY: EA ACC AGO $ 1 e a EACH OCCURRENCE $ - - AGORECsATE 1 $ $ 1 Il I oat- EL L EACH ACCIDENT EL DISEASE - EA EMPLOYEE 1 EL a EA E - POUCYLIMIT S PRODUCER (352) 377 -2002 FAX; (352) 3768393 Scarborough Company Insurance 2811 NW 41 Street Gaiae 111 FL 32606 MUM Quality Carpentry of Worth Florida, Imo. Roy Below* 444 NW 28th Avenue To FL 32609 'COVERAGES. A 04/19/2010 15:04 3523768393 CERTIFICATE OF LIABILITY INSURANCE THE POLICIES `.OF INSURANCE LISTED BELOW HAVE BEEN ISSUED To THE INSURED NAMED ABOVE >FOR THE POLICY PERIOD INDICATED. NQTWfl HSt/W DING ANY REQUIREMEMT. TERM OR CONDITION OF ANY CONTRACT' OR OTHER DOCUMENT TARITFi RESPECT TO WHICH THIS CERTIFICATE MAY B ISSUED OR MAY PERTAIN; THE INSURANCE AFFORDED SY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS CERTIFICATE MOLDER (305)673 -7857 City ; of iT.1ia t i 33ouoh Building nopa ue t 1700 *Convention Center Drive MAUI. Bch, FL 33139 ACORD 28 (2000/41) THIS ONLY CERTIFI S NNO�RIG T TE IO E THIS CERTIFICATE DOES NOT AMEND EXTDJD OR ALTER THE COVERAGE AFFORDED BY TIME POLICIES BELOW. INSURERS AFFORDING COVERAGE asuasn kMLd Continoat ca alty SOURER $ INSURER C INSURER Lk SCARBOROUGH COMP INS PAGE 01 EL 3260 • RiSIIRER CANCELLATION DATh piss YYr) 4/16/2010 NAIC 8 Wrap ANY OPTBEAAGVI ;OESCRIBEB swum THICEMRAMOR DATE THERE. TIM ISSU to INSURER S'S). ENusAvoR TO MAIL 10 DAYS rawest meows TI THE CSiORCAT E MUM MIMED Ic T ELEFI,CUTMARYR6TO UMW NO O$tJQATIOAI OR LIAEFUTY OP ANY KIND UPON THE IN$URHT,115 MENU 011 TRfBS AU/HONIED R6 nessom Mi Kathy Canou/WDBO 01$8S -2003 ACORD CORPORATION. All rights menre6. • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • •(ski • ?t?iitr • • • • • • •• • • • • • • C 0 cl o 1 Jt - 1® ton `t cxxlexl. FL- 3 3 a' r a Nk 2xoOY 3k k $d Frr# Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 - 59.8 -58.0 +452 +44.4 - 56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft -63.1 +47.1 -60.6 -58.8 +45.9 +45.0 - 57.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 +422 18 ft -84.8 +48.3 - 62.1 -60.3 +47.0 +46.1 - 58.9 +45.4 -57.8 +44.8 -58.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -66.1 +49.4 - 63.5 -61.6 +48.1 +47.1 -60.2 +46.4 - 59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 +49.9 +49.0 - 62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 57.1 -65.1 +50.8 +49.8 53.6 +411 -82.4 +48.4 -61.4 +47.9 -60.4 +472 -59.6 +47.1 -58.9 +46.7 285 -70.9 +532 - 682 - 662 +51.6 +50.6 -64.6 +418 -63.4 ';+492 - 62.3 +481 -61.4' +48.2 -60.6 +47.8 5.9 9 +47.4 30 ft -72.0 +532 -692 -87.1 +52.3 +512 -65.6 +50.6 -64.3 . +49.9 -63.2 +49.4 -62.3 : +482 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.1 - 62.3 -61.6 -53.1 +48.5 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +55.2 -71.0 -68.9 +53.7 +52.7 -67,3 +519 -66.0 +51.3 54.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 38 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 - 68.1 +52.5 -66.8 +51.9 -65.7 +51.3 54.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +58.5 -72.7 -70.8 +55.0 +54.0 - 68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 - 69.7 +53.7 - 68.3 +53.0 - 672 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77'3 -742 -72.1 - 70.4 -69.0 -67.9 -66.9 -86.0 552 -61.1 +562 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -68.6 +52.6 -85.8 +522 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -692 -68.2 57.3 -66.5 -57.7 +52.7 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +58.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 513 ft -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +542 - 68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 - 69.9 +54.9 - 69.0 +54.5 -882 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 eig ft -83.3 +62.2 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 +46.5 - 492 +452 - 48.3 +44.4 -47.8 +43.7 -47.1 +43.1 - 46.81,1 +44711 - 462 1 +42.3 =- 46.9 +41.9 -45.5 +41.6. 16 ft -51.1 +47.1 - 49.8 +45.9 -49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -48.5 +42.5 -46.2 +422 1811 -52.4 +48.3 -51.1 +47.0 -50.2 +48.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.8 -47.3 +432 20 ft -53.5 +49.4 -522 +48.1 - 51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 -49.1 +44.9 -48.7 +44,5 -48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 - 50.6 +46.3 -50.3 +45.9 26 ft -56.6 +522 -552 +50.8 - 542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 58.7 +52.0 -55.9 +51.3 - 552 +50.8 4.7 -54.7 +50.1 -54.2 - 543.8 +49.6 5 +49.2 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 - 58.1 +53.3 -57.3 +52.5 58.6 +51.9 58.1 +51.3 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -58.7 +51.9 -582 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -58.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 - 57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 -61.7 +5.81 -60.6 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 I 0 ' ae * 1 963.8 458.8 -62.6 •6662 +57.3 +56.2 50.3 +55.3 • 594 • +58.6 • -59.0 -54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 r ' �0. 1 -64.4 459.4 -6E1 • +5711 sed.i +56.1 -60.8 +55.8 • 60.1 • +55.1 -59.6 X3.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 4 R ft • -64.9 +59.9 -63.4 • +58.3 -622 +572 -61.4: +56.3 41 +55.6 , X0.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 • * 1 -65.5 460.4 4.9 • +5811 • •5/.3 *9Y.6 -61.9 +56.8 l6! • 1 • *5D.4 • 30.6 0 .55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 1 • 4t e i •66.0 +60.8 - 64.4 +99S • -63.3 456!1 -62.4 +572 1p4.4 •+58.5 , -61.0 465.9 -60.5 +55.4 50.1 +54.9 -59.6 +54.5 : iv it 6 :86.5 461.3 -64.$ +59.7 • -63, +58.5 -62.9 +57.7.4154.* :62.'r • 51.5 a 466.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 , 13Q if • • 487.5 +622 -65.8 •e +60.6 .3 *59.4 -63.8 +58.5 •ill, +57.8 • 02.4 +57.1 -61.9 +58.6 -61.4 +56.1 -61.0 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading 11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES • • • WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1,0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL, ROOF SLOPES.; REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 -FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALIT( FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL 'DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ELEVATION 1 WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT IC 44 • • 9 FFEMARILS INIT ISSUE REVISE FOR 07 FBC DRWN CHKD DATE 04/19/06 02/23/09 FLB FLB CL TSB THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED N WHOLE OR PART WOHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 COUN11; BUILDING CODE COMPLIANCE OliviCE (BCC()) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE POT industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SC-OPE: This NOA is being issued under the applicable rules and regulations governing the use of constructiou materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (in Miami Dade County) and/or the AH1 (in area other than Miami Dade Cotmty) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Conteel Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, 'including the High Velocity Hurricane Zone. DESCRIPTION: Series "' ' .710" Ablution:a Horizantal Roller Window — L.MJ. APPROVAL DOCUMENT: Drawing No.4127-10, titled "Alum Horizontal Roller Window, hnpact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision 'V' dated 04/15/2007, prepared by POT Industries, Inc., dated 08/1012007, signed and sealed by Robert L. Clark, RE., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Nolte and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change hi the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if them has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of.tlie ktin gfritite This NOA revises NOA No. 06-0405.06 and consists of this page 1 and I kyidenn fiagraV.-: lelftE-'2„ as well as approval document. mentioned abo ve. • • • • • • • • •• • ••• ••• • • • •• The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADR COUNTY, FLORIDA METRO.DADB FLAMM BUILDING 140 WEST FLAGLER STREET, at= 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 41:12.• )?. J.)).!;1' .*. '116A °al s. n ENE Decaultailt, • : jjj • APPrevilWatat laimary:01,421ffig Page 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 - 10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08 /10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on: 1) Large Missile impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL dated 07/18/2007. signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Iviissile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FRC, TAS 202 -94 4) Large Missile Impact Test per FRC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-04 05.06) E -1 •• • •• • • • • • • • Manuel Per • • • C4mtrei • • • • • • Npro .,. • • • liorp taadie.MtDain Deoe4bek 2011 Approval Date: January 133, 21t®8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PGT Industries. Inc, NOTICE: OF___ ACCE TANC ; EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor. Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.F. Complies with ASTM E1300498 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCC(). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05. 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butaelte PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Ssdlex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Teat Report No. FTL. 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s VFL. 4858 and FTL. 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Subnsi red under NOAH 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to POT Industries. Inc. for their Series "Alum. Horizontal Roller Window, Lnpuct ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 .. •.• • • • • • •. Manuel .•. • • •fitNitro' • • • • • NCR 4 1 icatjrDaiet Deco . *A, 2011 • • Approval Date: January 03, 2008 .•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 • • • • • • • • • • • • • • • • •••• • • •••• • • • • • •• • • • •••• • • • • •••• • •••• •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1 GLAZING OPTIONS (SEE DETAILS ON SHEET 2; A 5118'IAMI CONSISTING OF 1?) L RES OF 118° ANNEALED GLASS Vif7TH A .090 DUPONT BUTACRE OR SAFLEX4..EEPSAFE MAXIMUM e:v8INTERLAYER B. 448' LAAE CONSISTING OF (1i LRE OF 1/9 ANNEALED GLASS AND (1) UTE OF 118' HEAT STRENGTHENED GLASS WITH A 090 DUPONT 81/TAME OR SAFLEXAKEEPS.4FE MAXIMUM PVB INTERLAYER, C. 8118' LAIC CONSISTING OF (2) L i FS OF 118" HEAT STRENGTHENED GLASS . +TIM AN .090 DUPCWIT SUTACJ TE OR SAFLEXIPCEEPSAFE AtAYJM WN PVO IN ERtAYER D. 7H$° LAW CONSISTING OF (2) UTES OF 9118' ANNEALED GLASS WITH AN .031 DUPONT BUTACTTE OR WLEXACEEPSAFE MAXIMUM PVB BJTERLAYER E. 7j18' LAMP (CONSISTING OF (1) LITE OF 9118° ANNEALED GLASS AND 111 LITE OF 3/18' HEAT STRENC3THEHED GLASS WITH AN .080 DUPONT BUTAGTTE OR SAFLEX4(EEPSAFE MAXIMUM 3'VB NTBRLAYER F. 7116' LAM/ ors OF (2) UTES OF 3118° }TEAT STRENGTHENED GLASS Jl H AN .090 DUPONT SUTACPTE OR SATLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18' LAMI 10. MUTE 07 118° OP. 3716" ANNEALED (M8 ) GLASS, NOT OR 378' AIR SPACE AND 5118" LAMI CONSISTING 07 (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACTTE OT€ SAFt EXNEEPSAFE MAXIMUM PVB PNTERLAYEF. H. 13/18" LAMI IG. (1) UTE OF 176' OR 3)18' ANNEALED (MIN) GLASS. 8718' OR 38' AIR SPACE AND 5118 LAM CONSISTING OF (Ti LITE DP 178' ANNEALED GLASS ANC. (1 + LITE OF 176' I4EAT STRENGTHENED GLASS WITH A .690 DUPONT BUTACITE OR S: FLEXACEEPSAFE MAXIMUM PVB 64TERLAYER. I. 1316' LAMI I0: i 1) LITE OF 1/8' OR3/18 / ED DAN.) GLASS. W13' OR 3 AIR SPACE AND 5718' GAM CONSISTING OF (Z) LUTES OF VT HEAT STIW_NGTMENED GLASS WITH AN 090 DUPONT BUTACTTE 011 SAFLEXIKEEPSAFE MAXIMUM NB KIER AVER. J. 19Nr LAMI I8: (1) LITE OF 1196' OR 8/16' ANNEX.ED (0N.) GLASS, 3118° OR 114 AR SPACE AND 7/18' LAW CONSISTING OF (21311 ES OF 3116' ANNEALED GLASS WITH AN ,RLAO DUPONT BUTACITE OR SAFLEXRCE•EPSAFE MAXIMUM WO I71TERJAYER K 13118' LA14113 11) LtTE OF 1A8° OR 3/13' ANNEALED (M(N.) GLASS, 3/16° OR V4' AIR SPACE AND 718' LAAII CCAY&STEIG OF (1) LIFE OF 3/13' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WRN AN .000 DUPONT BUTACITE Ore SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' :mu 10: (1J� OF 1/8" OR 3718' ANNEALED (MIN.) GLASS, 3 OR 114° AIR SPAN AND 7h8' LAW 'COWS TING OF (2) VIES OF 3 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACTTE OR SAFLEXRCESPSAFE MAXIMUM DVS IPKIF 8.AYER 2. CONFIGURATIONS. OX At0, XQX 9. DESIGN PRESSURE'S: (SEE TAW F5, SHEE' 3) A. NEGATIVE' DESIGN LOADS BASED CTN TESTED PRESSURE AND G SS TAI L,F.',: ASTM E1300-02. S. POSTrTYE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA ?kES ASV E 1300-02 4. ANCHORAGE: THE 331/3% STRESS PNCREASE HAS NOT BEEN USED IN THE DE5!GAI OF THIS PRODUCT SEE SHEETS 3 THROUGH 11 FOR ANCHORAGE DETALS. 5. SN4JrTER6 ARE NOT REWIRED $. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEA.JINT OR GASKET A 7. REFERENCES. TEST REPORTS FTL. -4658, FTL -4959 AND FTL -5934. L ELCO 1E TR03') AoA. 04.072101, 03-0226.05 AN81/AF$PA NOS -2008 FOR WOOD CONSTRUCT/ON ADMa005AL %/MINLR4 DESIGN MANUAL ® 8. THIS PROD DESIGNED LICI HAS BEEN DES8 TESTED TO COMPLY WITH THE RECUJRIE MENTS OF THE FLORIDA BU1108(6 CODE. Ct 4 THE ITI' T HIGH VELOC HURRICANE ZONE •HVHZ). • • •• • • • • • & MG N0TE A TO GlRRERI? ELNTT CHANGE T7DR9776 E 13V-01 NOXONOS c, 34215 ADD AIR SPACE VAS !/01 t :ECH. ggr. 11to7E 78 NOTE S. °0:"u 1528 Now.p- R. 341.4 V2,i/4 Bets, 1 GENERAL f00TES" ` ALUM, HORIZONTAL ROLLER WINDOW. IMPACT i ;WIC NTS i ` 1 1 4127 -10 C NOA DRAWING MAP SHEET GENERAL NO TES .........1 DESIGN IGN POESSURES...... 3 ELEVATIONS- ........._._.. 4 PARTS UST _......._ 6 CORNER DETAIL .....„_. ANCHORAGE-- ........... S11 PEL 5EVL3E1: .: :{+x' with dm FImi34 Cale 3y , Ac+pmp ; .tf • • • • • • • • • • • • Ltl • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • fr. T /Th se f 59 NOM. GLASS arrE so,s1,82) 1AHNEALED OR HEAT STRENGRENED GLASS .siMSOLUTIA OR DUPONT PVS INTERLAYER - NIr ANNEALED OR HEAT STRENGTHENED GLASS NOM 5/16° LAMINATED GLASS J 1/2" NOM GLASS &FE (66,67,68,69,70,7j) lir ANNEALED OR HEAT STRENGTHENED GLASS flO SOLUTA OR DUPONT PV0 ttarERLArep PieklEALED OR HEAT STRENGTHENED GLASS StIS LAMINATED 51W DR aar AIR SPACE Mr OR silfr ANNEALED WIN.) GLASS 13ne. NOM 13/16" LAMI IG GLASS WI 506* LAMI (4D—it 155 L t i ."" r- 50 L. _I 1I? NO I GASS BITE 83 3116° ANNEALED OR HEAT STRENMENED GLASS .090 SOLLMA OR DUPONT Pe INTERIAYER Mr *WALED OR HEAT STRENGTHENED GASS THS' LAVANATED 7/16 LAMINATED GLASS / MT NUM, GAss sirE —6 73 74 75 76 771 3116' ANNEALED OR HEAT STRENGTHENED GLASS ASS SO UM OR DUPONT IA/ INTERAYER 3ttr ANNEALED OR HEAT STRENGTHENED GLASS 711S* LAMINATED - OR 1/0 AIR SPACE ar 3r16° ANNEALED (MIN.) GLASS , NON. 13116° LAMI IG GLASS W/ 7/16° LAM! EXXRIOR INTERIOR C (ALL SECTIONS) KiV5M 4.sta•fp Flooda kir116.* Ctdc hscs•tunt 14.n Swom•teo Eatc Stmar..+R •• • • • • •• • • • • • • • • • • • • • • • • • • •• • • • •••• • • • • ••• • • • •••• • • •••• • •• • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • A,B,G,H +00.0 -60.0 +60.0 -60.0 4-80.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.6 -60.0 -60.0 +60.0 -60.0 +54.6 +53.6 +51.7 -51.7 +50.9 -50.9 WINDOW WIDTH TO80 TO 86 7/16" A,B,G,H A,B,G,H A,B,G,H C. L GLASS TYPE A,B.C, G D,E.F. J,K,L +..0 , -60 0 +60.0 ! 40.0 +60 0 -60.0 WINDOW IJE1GHT 38 3/8" 48" 60 6/8" +50.0 -60.0 +59.5 -59.5 -55.2 54.5 -53 .6 4 -600 , -60.0 +75.0 -75.0 TABLE 2. XOX (1/3,1!3,1/3) FLANGE OR INTEGRAL FIN WIDOWS (FLANGED SHOWN. FIN WINDOWS VON SAME DLO ARE 1" SMALLER) C,D,E.F, l,J,1C, L ±75.0 -75.0 +75.0 J -75.0 +75.0 -75.0 +75.0 -75 0 +75.0 +75.3 ; -76.0 +75.0 -75 0 ACV SET! SAL PIN OPTION & &Ar4047EASTME 1304E2 !1g62CED' TAMES 70 ATM E 1 88" A +75.0 -75.0 +75.0 -75.0 4 75.0 75.0 +75.0 -75.0 ! +75.0 75.0 +75.0 I -75.0 +76.9 -75.0 +75 0 -75.0 =702 -70.2 GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL -4559 (OX &, ) D) AND FTL3330 A. 5/16" LAMS - (1I8" A..030,1/8" A) B.5/16° LAM! - (168" A, .096,1/8" HS) C. 5/18' LAMI - (118" HS, .090,1/$" HS) 0. 7/16' LAMI - t3/16" A, .090, 3/16" A) E. 7/16° LANK - (3/16' A, .080. 3/16" HS) F. 7/18" LAM! - (3116" HS, .090, 3/16" HS) G. 13/16' LAMS IG-1B' OR 3/16"A 5/16` OR 3/8' AR SPACE, 5/16" LAMI - (1/8"A, .090,1/S "A) H. 13118" LAM! 33 -118" OR 3/16"A, 5/18" OR 318" AIR SPACE, 5 5/16" LAMi - (1/S' .090 .1/8"MS) I. 13116 LAM! 30-1/8' OR 3/16°A, 5/16" OR 3/8' AIR SPACE, X16" LAN! - (1/61H8..090.10HE) J. 13116" LAM 10 -'/B' OR 3/16"A, 3/16" OR 1/4" SPACE, 7 /1S" LAM! - (3/16"A..090, 3/16"A) K. 13/18" LAM! IG -1/8" OR 3/18'A, 3/18" OR 1/4" SPACE, 7/16" LAM! - (3'18•A, .090, 3/16 "HS) L. 13116" LAMI 1G -1/8' OR 3118"'A, 3/16" OR 1/4" SPACE, 7/16° LAM) - (3/16 "HS, .090, 3/16"HS) TABLE 1. XOX (114,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1 SMALLER) TABLE 3. OX AND J(Q FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE "(°' SMALLER) WI WIDTht FC £'*3AB A AIR SPACE DK�MSIONGi4SS TYPE GROW I. mama: }� i bar 2/2®'01 1 J.J. 3e IV 9070 TCC000303Y t0:00 ,R. 5927E P.O. , fit 9676 itacor. *3. 3■77+ 83" I 4600 -600 !, 75.0 DESIGN PRESSURES A LUM HORIZONTAL ROLLER 'WINDOW, IMPACT a mm. Ia.. 11.0 ia..w., .. ((rte n H7'$ I 3 > 11 ! 41.27.10 f ski !MIX a° '?1 CAA. PE PE 006712 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i i. i 57 3.8' i i OLD ALL. LIT 2 6° MAX DLO EKED — 33 EI.I1E AMX 33 0 MAX DLO FIXED r DLO VENT t,! 0 11T MA.X. warn', I.F. RAM — Mr A 5T MAX. DLO ALL wears I Br MAX. 1)'. FRAME ALL CONF4G 1 11 --11 I' MAX. MTH FLANGE FRAME .4 DETAD.. S XOX (114-12-1/4) ST MAIL FLAN FRAME AL, CONFtG L ------ --.. 771 i WICTH IF. FRAME — M' MAX. WIDTH FLANGE FRAME ----.., DETAIL A - OX OR X0 F.K. 445147 "'""''' rittS 0145"15 AM CIIRAER ' ...OW Via. teetees —1 +0 7 CIENNCLOGY DMA F.K. 10/17108 13 NO CHANGE'DC SNES7 Omer dr. fivitthya. i As:00M N. NM P.0 am MU P. IINSIN A NO CHANGE 7703 SNU7 AwAirmer I 4 8034 - -------i KARAM V7sib4 Bruer FA. 2510116 4' 7: g r . 2305 8 27 3f e 2? 3tr MAX DLO L a — MAX. DLO VEN1 FIXED 0 DETAIL C - XOX (1/3-1/3-1i3'1 NOTE: 1 REF sKEET 5 FOR VERTICAL MC HrARIZONTAL SECTION MT. AILS. SEALANT OR LiASKET 77AT HEAD ANC SILL VIEW D-D (FRAME CORNER CONSTRUCTION) J1— ----35 ?rite mAx WDTh tF.FvAME A, , h/T MAX. WIDTH FLANGE --- ELEVATIONS ADAK HORIZONTAL ROLLER WINDOW litf2ACT Cart PE Pik /CV Arr"S 4 t' ft 4722-10 '[11C PlEsm.b.,1447.12 • • • • • • • • • 0!J • • • •••• • • •••• • •••• • • • • • • • • • •••• • • • •••• • • • • • • • • • •• • • • • • • • • • • •• •• • • •• •• • • • ••• • • • • • • • • EXTERIOR MAX. iiEl�ktT FLANGE FRAME mAx t ! VENT DLU moc I FIXED 1 DLO I INTERIOR ce SECTION C-C & (VERTICAL SECTION, FLANGE FRAME) AEOMEOW. FIN AIME ITEM 444 , GANAsyARV t7EWS chgts 3E ?Fos SHEET MO MANGE T.H15 (NT13itQR L eAax. VENT DLO EXTERIOR INTERIOR �� \ MAX FIXED 0: O —4 { SI *Mt rectortn.W* ca7NrE %NOM PI 414275 P.p. WX Viii mom t'v I42)4 (VERTICAL SECTION, I.F. FRAME) Vt idly Bone 2 i3 r t+— MAX VENT DLO ---�' EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 41 I+ — MAX. FIXED DLO —�- MAX. MYTH ORANGE FRAME) SECTION 8-B 47) (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 37 i MAX WiDTtt f! F. FRAME; .; HEAD (VERTICAL SECTION. I.F. FRAME)& toceasea SECTIONS ALUM. HORIZONTAL ROLLER WINDOW ?MPA JnhcNUi: gob, tort 4 "_ } Halt 6 c r° I e /274o 391 .4 - �-$— MAX. VENT DLO i rF rr P.VISSEn s. :.-oototheElmide teo DY hi Rotten l Ohre. P.€ PE E38T:2 S6tdrsH 43 ' 4141 1.F.FRAMEJA.MB 6053.16A:. 64141 50 GLAZING SILICONE, DOW 899, 995 GREQU)VAG1Ni 1224 VINYL CLAZINOBEADBUD 1 • 6 'Lag A21!4GBB4D1?UB (JJ 611'2484( M 4169 8 C A23NGBI AD- 5,16 6063 -T5 AL 64039E 4044 B r• Z1NGL?FAD -5 i6" W/a1E1 KIT 6063 -T5 AL 644703 55 422 A GL,4.ZINUIIEAD - 7:16" 6063 -T5 AL 64222 :16 385 C GAZROBEAD -7116" W'(i3IIL 6063-15 AI 69116 59 4067 '►NGBFAD- 13'16" 6063 -13 AL 64067 60 5116" LAMI 1/0" A, .040PY$, IB" A) 13111111111 (UM 5/16 LAMI /0" A .0305 PVB, i/8" 1lS) 3/16" LAMS (I/O" HS, .090 P\ ,1/8" 118) 7116" IAM1(3/16" A, .690 PVB, 3/16" A) ?ANC (3/16" A, .090 PV1I, 3/16" HS) alill 7/16" 7/16" LAMI (3/16" ILS .090 MR 3116" • • • •• • • • • • • • • • • •• • • •••• • • • • • •• • • • • • • • • •• • •••• •••• • • •• •• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • 4136 4137 4131 712298 1626 4011`' FLAAKEFRAME S31L SILL ADAPTOR OR ROLLER TRACK 147 PHOLECOVE 606376 AL 6063-T6AL 6063-111 AL POiYPROP. 64136 64137 64131 71298 10 4053 6063-T5 AL 23 225-1 24 226 24 4128 40 41 42 707 PLANFRAMEHEAD SASH STOP ►. ANTI urr fib X 3/4 PH. PAN HEAD SASH STOP GIDVFR 5.4 SR SLOP ADHESIVE OPEN 0:11., PUMA PAD FLAMM PRAMEIAMB OASKET FOR 114A IN FRAME SILL JOLN'T #8X I.000QUADPN. S ADAPTOR FLXFD MEETING RAI 91/STR,.187 X .230, F1N SEAL SASH TOP & um RAIL. '71 SIP - 4 X 270 8ACX FIN SEM . MAIN. nous.2=G & cum BRASS MAIM %V HERS HORIZONTAL ROLLER SASH 1X3P GUIDE PO4 XPROP. SARI MFEIINGRAIL 1235 �WSIY.,.1711X270BACK, FIN SFAL. 1036 SIV}EP TAT O1 36 4016 as X.625 PH. PLSMS LIFT Mil. COVER Mil. CAJ' SASH SIDERAIL WS7'P, o X 270 RAM )1N SEAT. WEATHERSTRIP .187 x 273 6063 -T5 Al BRASS PGt'8 7PAD1626 612225 74134W/K 781PQA 61163"3 AL 64110G 6063111 -T6AL 64054A 6063,'8 -T6 AL 64036 67S16G 4139 1.F. FRAME MAD 4140 Ir. FRAMESItL 6963T6Ai 61M37 65 6063-T5 AL 1 612244 7834A.A 640660 612240 61683G 42112430 711 RWHI2 44128N DIBCAST 71096_ 7853 6563-T5 Al. 641 61683G - _I 670781 740711"C: LOxRf 6063-T6 AL 61339 �A 0053- '6AL 64140 +m %MO P. %M OM P. UM P G. Bp( 1329 MOK{1N3. FL 3474 1 F1C dd t _ t 74 75 DWG9 dSA 13.16" lAMl1&1 /B "A, 3!OA.IR SPACE, 5!36" IA1s41 (1/8"A, .090 PVB, /VA) 13/16" LAMI IG118"A, 318" AIR SPACE- J/16" LAA31(1/ "A. 090 P1/B, 1/8"11S) 13/16" LAIC 1G-1/8"A, 3/r AIRSPACE, 5/16" LA341 (I/S"HS, .9101 VR. 'a!8"HS) 13'16" LAMI IG-3'16"A, 5116" AIRSPACE, 5/16" LAMI W8"A, .096 MS, l /6A) 70 " 13/36" LA6411C- 3/16"A, 5/I6" AIR SPACE, 5,16" LASH (118"A, .040 PVB, VMS) 71 " 13/16" L A Ki3 /l6"A. 5116" AIR SPACE, 5/16" LAM, "1 /8"11.5, .090 PM 1 /8"HS) 72 " 13/16" LAMI IGUS" . U4" A SpAct, 7116" IAMI 3/16"A .0901 A 73 X1.3/16" IAMflG1t8"A, 1/4" AIR SPACE,_7 /16 LOG (3/16'A,.09OPV0,3/16 "H§ 13/16" LANIIIGI/OA,1 /4" AIRS'P'ACE, 7116" 1.AM1(Yl6°HS, .090116,31161-51 13116" IA 611 ICr3116 "A. 3/16" Alit SPACE, 7/16` IAMB (3/16"A, 0911 PV8, 3136 °A)___ 13116" LA14110-3/t6`A, 3,16" AIR SPACE, 7J16LAM1 (3/16 "A, .090 PVH. 3/16 "HS1 13116 LANG IG- 3/16"' 3/16"AIRSPA+ 7/16"1.A1141 16 "I4S,.0 l6"1£ SCREEN FRAME (10R. & VE01 y 31051114 Al sCRI (tOR14EkKEYW/aSNCis 2.78 � - 1.935 O I.F. FRAME JAMB A #4141,0063.78 IMPCSUPTION 2 . 710 - - F. FRAME SRI #4140.6003 -T6 (41 1.F. FRAME H -" 4413e. 061 MATL PG PoLYPRt3P POLLPROP ST.ST. 1111 PVC 119 PVC ' CLOTH 3152 W. 411.7CF RE"Mr $vm3 Now, the F1 11 Airaps ee No 0 t5m»o+:ua= • • • • • • • • • •• • • • • • •••• • • •••• • •• • • • • • • • • • • • • • • • •• •• •• • • • • • •••• • •••• • • • • •••• • • •••• • •••• • •• • • • •• • • • • ••• • 1, jh FLANGE FRAME HEAD �1 #4102A 6083 -T6 .490 t4--- --'( SASH STOP tstm,m63-7+5 —2 i f Z -,1 SASH TOP & BOTTOM RAIL 44133, 8083-76 .050 1.088 -k - +{� GLAZING BEAD. 5116" 0404413. 6063-76 (!1387 WI GRILL 1071 Dar a 2.79 t r I mo - - - - 2.710 -•--4 FLANGE FRAME SILL 44136, 59 -.6 �I•-- ,.4s1� —. HORIZ. ROLLER TRACK 44131, 6O63•T5 1 ;oi 1.081 4.-.- fl ( SASH MTG. RAIL 990080. 598345 T6 k OSO .676 -}+ -- -1 0 GLAZING BEAD 7116" 642220.808 -T5 o1o Trcreu0.asrIR & mows. M3W !+Y19t+y 37 SASH SIDE RAIL WA 3126, 6983 -T5 .678 1.115 i ! `:J 0 GLAZING BEAD, 7146" nom. 8083.76 (USED W +GRILL IU() 1 FRAME SILL ADAPTER \...1 04137,6063•78 aasoblas f 1.349 EXTRUSIONS .062 17 FIXED MEETING RAIL #40543,806371-16 629 3) GLAZING BEAD 51fi / 4462418, 6063-76 /1 ,. VC srxc MS _ ALUM HORIZONTAL ROLLER W1NDOW IMPACT Rama L Gam, ! tNOiCAd•. Ft 34.714 /4,66 a., aa.avea Mr. ta.a — 7aa.va a. -" 9e *39n2 i ilaif) 7 v 11 I 412740 J C 1 633 .087 GLAZING BEAD 13116" 7,6883.T5 736 }'1.443 -.7 (� SASH STOP COVER �J 84053. 6083-T6 +-j FLANGE FRAME JAMB &foam, eon-it PAWL :a FEi7SEL• .as v. f++, EZOVIZIple •••• s • • • •••• • • • • • • •• • •• • • • • • • • • •• • • • •• •• • • • • •••• • •••• 1••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • 1++`.2+1+62+1 1402+1 +02+1 3 1+0241 +0$91 3 1+(,`1+1 +02+1 1 +02+1 3 1+8241 +521 3 1+52+1+52 +t 9 1.3:01+52+1 © 1+62+1 -'- +1 3 4+012,1+02+1 3 1 +02+1+62+1 3 14 +1>C2 +1 3 1+02+1 +C2 -1 2 1 +52 +1 +62+1 2 1.(7+7+(°.,'.x+1 3 1•c241+c2+1 3 1+62+1.1 -a2+1 3 1402+1 +42 1 +0741 +Cx +1 `."3 14 q0 HEAD & SLL g 1 +C2+1 +02+1 2 1+0,2;+1+02+1 1 +0241 +07 +1 3 7+420 +7+(2+1 3 +(7 1+1 +02+1 3 1 +02+•1+42+1 HEADS SILL g +EAD & SILL !+Q+1+C2 +1 1+02+1+02 +1 2 1+02<14-C2+1 3 1402 +1+02 +1 3 1 +422 +1+422+1 1 + +1+42241 3 1+62 +1402+1 3 3 1+02+2482+1 3 1+0241+{2 -1 1+02 +14=2+1 ?+d:2 +2 -02+1 140:3- 2+03+? 3 1+0:4+9+09+1 1 +02+3+02 140243+02 +1; 3 0 1 +t2 +2+02+1 1+ `0,4+3489+1! 3 1 +'.x+3+02 2 1+0:3.3+423+1; '3 3 1403++13 341! 3 1 + 3• 03 +Ct3 4 +0443+x+1 3 0 14(2+341x+1 3 1 +63+3+53- 1 3 1 +03+3•63.113 1 +64+4+C4+1 3 1.33+3+c3+1'3 Hc3.4+63+1 0 0 0 0 ANCHOR ,XOX(1f� 1 -114)1,6 D G' .SS TYPES A.B,C.G,H,I AN X TYPE 2 a WO 2. --` -- 1. =IC B SUBSTRATE .AmmeDP DA F 44!$037 ADS SILL 2 HEAD &S1U. s HEAD aS�'_, 14 1+L2+2a:.t+ 1 +(2 2.02+ 1 1 1+0243 +:K+1 1+C343*C3+ l 3 ean GG /PRATE J.1 1+52+1+02+1 2 1+82+1+02+ 1 2 3 1+{:'+9 +0241 12 2 1+01+2 ++1 1+02.2 -52+1 1 +87+2 +0,2'+1 1+423+3+63 -1 3 1 +62 +2+9:2 +1 1+C3+3+C3+1i 3 1 +1142+02+1 3 1 +52+1+•02+1 3 2 3 9+ -C2 +i 1-.{22. 1462. 02+1 +C2+ ++ M• +.2+C2+1 3 2 3 Z3, WOOD 1+02+1+0„2+1 3 1+Q +1+•02+1 1 +a"1•+1+C2+ 3 1+Q42 +Ct+? 3 1+0 2+2+0+'2+13 2 1+ 2+0 1 +Q +3+02+11 3 t 1 a(;;�+2+C2 +113 fi2 1+43+125+ 3 ;+I.,'+24C241 3 1403+3+•0241; 3 14- 3+03+71 3 i' +2+'.0+1 3 1«63 9-1 3 t+03.3 "1 3 4 +62+2 +02+1 3 1+04 +3.04 +1 3 3 1s(2+2402+1 3 4. 0242 -C2+1 GLASS TYPES D,E f AK.L 1+02 82+•1 1+(,2+1,-02+1 1 +5,2+1+52+1 2 14001.8x41, 1+02+1 3 132+1+(2.1 1 COW 3 TABLE4 1+5211 +0244 3 1+0341+84+1 31+02 -' C2'1.311+C2+2+C2+1 1+52+_10$+7 1+C2+1 +422 +9 3 1 +(s+1 +07+1 140:2+1 3 1+0;2 1+0x+2+12+1� 3 3 1+02+1.32.1 3 1 +52+1+{;2.1 3 1 +02P1+12+w 1 3 1 +0x114(,2+1 3 1+52+1 +„^'+. , 3 1 +r3+1.C3+1 2 1+02 +2+.'2+1 2 422+1+02 +1 2 1.02 +2+0 t+i; z 1+c2+2.020 2 1+1242+07•+1 3 14-C12.-14/22+1 1+4 :+2 -422." 3 1+•.2+2•^..2'+1 3 1+62+2 1 +42+1+52+1 3 4+02+2''+ 7 13x'2 +2 +W +1 3 1 °^2+2.1 •+113 1:62 +2+:2+1 3 14 /2++2.02+1 , 3 2 '+t.."Z -2 +:_14+15 r.;.drrC3. *02 1 +2.•001' 5.1+02+' +02+1 R'-+L2+.?+E2+1 3 1 +02+9407+1 3 1..C2.2^M.2j 3 1+53+2+=+1 , i i i 1+0342+02+1 3 1 +02-+2+:-2+1 1 3 1+03+2+834 1 O2+y4C2+1 2 + +0+2,2+02+1 2 2 1 +:„2 +2+6.2+142(1 +:2+2+ - Sx+2+2.1 3 1 +62+2+82+1 3 1+x+2+• 4'! 3 14C2+2+{y=+1 31 +a+? +;31+ 3 +- +31c3+1 3 3" +422 +2+07 +1 3 1 +0742 +3.' -1 1- 02 +2+ +02it Cx+1�3 1 •2+•1F a 1 +04+3 +0a ''++-52+2+17 +1 3 1- ".0+2+024 3 1. 422 +2 c2*1 6 1+0242+(3 1i 3 1 *CA+ 02+2+(7+1 i 1+02 +2 3 11+ 3 1- 03+2'* 423 7 1 +04 1 +1 +3 +:441 3 1 *x2+2 + *. g+ +C2+2+0,'Z+1 3 1+ +24Q++1' 9 1402+2'3: *113 4.0,1. 3 C2 +1 1+•02 +1 *C2+1�i 1+C+ 2+c3+f 3 1 *G342+C3.1 3 1+¢:? +2+�' 2 2 1 +(2+2+0241 2 1. 0 2 +•1 3 t+1 +2+00+1 3 2 1+C2 +3+02+1 +1 3 3 2 2 1 +`� 2134,^'2+1 2 1 ,024 3 -02+1 2 1+62+:7+0,'•' 1! 2 1+,12.-4 +1 2 1 + 1+C„`3+3+c,p1; 3 - "..;3 3 +.Z+1 3 1+03'4+ -C3.1 3 1+C3+3 4 C3 9 X11 1.-1 3 1+03+4+0311 3 1+-C3+3+64+- 3 1 -p°3. 23+1 3 1 +O ,4+ 4.'f 3 7+C443+54+1 4 1+1.3...M. '3 4.04 :4 +4++1 1..C41..C4+3101.1 CA +3++1 4 1+014 + 33 140 +4+C3+1 3 1+02+340241 3 1+Cx43+0Z+1f 1 + 422 +002+1. 1.C4+24-C4+1 4 1 +C4+3'04+1. 3 1 itANDO117 SIZE Y H 5? 1251` 36.378 48.000 30.E 54.000 80.000 83030 111000+ 38.375 48026 50025 54.000 80.003 83 000 74.0003 38.375 46.(39 80.523 54.000 WINO 84210r 38375 413.{0! 50.62$ 54.003 80.090 83 000 908.375x&9 37f 49.0CC 30.625 03 94.0 80 800 83.000 121.000a 38.375 4&000 $6.633 !14.003 80 MO 63.000 +8+2+0,241 42/3+3 3 14+04+113 7Afl+F 4,S8EG7YA.Uf'8111� tTCD AMCfdOR CAP. Ralf - 11079 EC 0.aGY 1Ab RE493F A 82/40AAI.f MAW NE4b4 mu aural* t 1734,0.1" 34P1s NOTES: 1. ANCHOR TYPES. -1f4' EL CO TAPCO 13 2 -1/4" ELCO 334 CRETE-Ft-EX 3. STEEL SCREWS (35) 2 GLASS TYPES. A. 5115 LASES - Orr A,.090.113 A) B. SPIS' LAMI - 1181 ° A,.660. 1/8' H31 C. 5118° LAW- (118' 1S..l ,118' HS) D. 7118' LAM, - (3, 78' A,0803/18" A) £ 7118' LAN (3I18' 1,.498. RR) F . 7115" 3'1 LAM! - (Mr HS,.090, 8' HS3 03. 13118' LAM 14- 9A3' OR 3/18' A, 5118' OR 381" SPACE. 5116' .14x)- Re A 'N8' A) M( H.13110' LA /0 -184' OR 319£' A 5.118" OR 318' SPACE, 5116' LARD - 4111' A.8BD,18:° 118) i 13118' LAW IG - fir OR 3116' n. 5/16' OR 348' SPACE, 5198' LAktl - (13' HS..4B0.1A' HS) 4. 13118" LA1W ■G -118° OR 3118" A, 3118' OR 114' SPACE. 7/16' LA 41- (3(18' A,./39D. 3)113" A) K 15/18' LAM 10 - 183' OR 3116° A 3.YS OR V4' SPACE, Mr LAN (3118' 1,090, VIE' HS) L 13/16' LAM! IG -118' 081 3/18' A, 3P19" OR 114 SPACE. 7/18' LAW - (3118° 14k.090. 3116" HS; 3. W;�%ANCHOR I�JAM1T TIES ARE PERA:JA ' TABLE MD BASEDONTf1E FOLLCMANG DIMENSIONS. FOR WINDOW SEES 340T Ste. GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL: 10 1/1' MAY ON EACH SIDE OF MEETING RAIL C5NTERUME. 25 314' MAX FROM CORNERS. JN 3S. 9' MAX. FROM CORNERS AND 22117 MAX O.0 TABLE KEY. A 0 x h *c344.c3+1; 3 j-.----ANCHOR O11ANTIT'f PEP IAMB HEAD AND SILL ARMOR QUANTITY ` - R MUTER r- t a) ANCHORS CENTEAEC AT EACH S ETDNG RAIL !'LI.j 41) ANCHOR AT EACH OPERABLE VENT PLUS (4)ANCi d $ AT FDMO St 9d CTW 112) ANCHORS TOTA?. AT r A0 AND SiLL. (3° 111111' 0 i:.4N0`.41:JA. SPACSIC3) t 4 a.31 /rex if REF C Y I - MTG. RAIL, TYP, s EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 253/4" MAX. 1 ,-• -1 1/2' T'F. 4 t 1.°° -3" MIN - /- -- -&-*�--- 1- 4 ---+-- + -*44+- 9" REF. 0 G tl i }=1 "^ i X 1 X 7+84ra+0'4+9' 3 MTG. RAIL. TYP -t 4•c5+4+Crit4 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS ! o� ANCHORAGE SPACING, XOX (114112- -114) +.dr 6.e PA1•da SPACE 14+0 . tuonrrsLL ROLtC ,1 ODA�GtAb'C'7PES G :'fi.'1 pp [o:i 342"74 i` 8Awes t � rese + as vw ls�avb � •s 04:93902 Pt 3123/t26 u � tt � 10 � 8 d i1 � lT.n�7.1t7 MPA :: r 1 MCHOR QUANITOES XOX 134/3 -1131 /ABLE B NOTES: 1. ANCHOP TYPES: am 1. 1 19" E TAAGONS 7. 1M' FLOC SS4 CRETE-FLEX 3 - #12 ST€Et. SCREWS (O5) T Y P E AVM= 8 SUBSTRATE GLASS TYPES A.13,GM GLASS TYPES 0,D,E,F ' v.X 1 23- WOOD 2 GCOW 1.4W/c 23, WOOD 2, Ate COM ZONES ZOiaS ZONES ZONES 1 ZONES ZONES PRIVOW OWE v 11 HEAD 8 54.1. n' I�AD 8 SILL I _ -, READ & SILL -, 2 m HEAD & SILL 5 . % ! & SILL 2 f HE AD & SILL v' Z GLASS TYPES' A. 3S.3 (1f8' tr LAMI - A,092, Mr A) a 5.51113' LAM - (1r A. Hs) Ngtiggg s s 3 El 2 2 1+02.1'2+1 2 ©1 +02+1 +02+1 2 1 +s.'� .$ +12+1 1 +02 +1+02+1 2 G. stew LAW - (iir H9,.0911 /V t 1.62.1+02 +1® 3 1+02+1.c2+1 3 1+11"+•1.03.1 1.02.1.M.1 3 D. TAB" LAM - {9118' A,O9l.3/18° A) F. 7198" LA - © 1+C2+HC2.1 3 3 1'. +1.02+1 3 +12+1 1.11.- 1*G2 -1 3 F. 7198" LAW - } { 3/1114L 5..08o, 3/48' HS 3 1 +04+1+02.1 3 3 1+02+1+01 +1 3 +1+02.1.0211 1-.C7+1+0241 3 G. 131i L IG -1f8' OR 3N8' A, SYlti' OR MT SPACE, $198' LAM • (1Jd' A.030, lir A: © 1 +03+1+03.1 3 Q 1+0241+02 +1 3 41+12•.+1 +C 41 3 1 +03.1 +02+1© 14.131i8't.AMi 1G - 118" OR 3118' A, 5718" OR Mr SPACE, 54W LAM - (144` A,.090.143" 112) I. 13,18' LAW X3 iir 3/18" F! 1+•7=1+1+02+1 3 © 1.02.1.02+1 1.020+0241 3 1.03-11+03+1 - OR A, too OR 30 SPAM, 5,tir LAM - (9$' 11,5.09(1, lir HS) El J. 13/18' LAW 10 - lir OR v15' A, 3Hr OR 114" SIAM, 719r i - {3(18' A,890, VIVA) A) X 8 3 2 El e1 21 0 1+02+1+42+1 2 1 *02+1402+1 2 1+02+1+42.1 a R.13f 18' L888 1G - 118' OR 3f 18' A, 3116° OR 1/a' SPACE. 7715' LARS - (3/18'A,,.I9O, StW 919) El +113 © 1+4211 +12.1 3 1+0.2+1.12+1 3 1+42 +1.02 +1 3 L 1311$° LAM 18 -14P OR 3$W A, 3118" OR 114' S CE. , 7110 LAMI • 1 .3(16" WAWA 3+18• H$) +1 3 a 1+42+1+02.4 3 +02+1+42+1 3 1.3.1++1 3 3. INVIDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE a1! 3 El 14M+1+0241 ©1 +[2+1+02+1 3 14M-1.02.1 9 1.02 +1+13+1 fl 1* 22-'1.2 1 3 1 +1,`3+1 +03+1© AND BAS:EDON THE FOLLOW/NO 3 INATB4SIONS. FOR WINDOW SIZES NOT SHOOK 00 TO NEXT LARGER WPRICAY 14 TABLE. 1 +1 3 +10 Q 1+4241+0241 3 1+42+1402.1 3 1•+43.1*ca.1II HEAD 8 SILL 10 6G RAIL CENTf INE +89.Xx *375 i 431 7 3 0 21125 1102.1+12.1 .1) 2 1442+1.4241 1402+2 © 1+0 2 1+02+$02+1 2 ++(`v ltd° MAX FROM CORNERS © .HAWS: if MAX . FROM l 4'11['1 22112" MAX O C. 1•+02+1+1.2+1. +13 140114 +i El 1 +02+1 +G;t+1 3:1.1;241 +0;2x1 3 1 +02+102.1 3 TABLE ev . 1+102+1+02+1 +1; 3 1+12+1.02+1 3 1.0241443.1 3,11+02.1402+1 3 1 +62+1 +02+1 3 X O X +1© 3 1+43.1+0.41 311+02+1+0241 3 C 1403+14-C3+1 ! 3 }- - Adtl(YiOR QuAten - y JAWS El 4113 3 1*0241.•+1 311.03+1442+1 3 3 1 +1' 3 ©1443- 1103+11 3 1+12+1 +02+•9 3 3 9193 $'1'1' ANCHOR TER OF (3) ANCHORS OSHTEMO El 14.c3.1 +1 2 © 1.02 -1+11+1 2 1+02+1.02+1 2 2 CAI EACH MEMING RAIL PLUS (1) ID ifC2. +' . 3 1402.1.02.1 3 1+0.+1 02+1; 3 ANCHOR ATEACH OPERABLE VENT 1 .1 3 114241+4"x.1 3 1'001+42.1 3 3 A9X.,HORS AT HEAD SECTION TOTAL SI.. 3 J +1 3 3 1+02.1+172+1 3!1+07+1+(2+1 3 I ±1 5 3 1.,,"'3+1 +; +1 * 3 1+,,'2+1+12+1 9 3 C.O. ANCHOR SPACING! +! 3 3 1e+1 +03+1 3 1.0t+6241© 3 +1 2 © 1.0,2.1+02.1 2 1+42+1 +02414 2 7 +1 +1 3 ' 3 1+02.1 +03.1 3 1.122+1+-Q+1 3 1+02.1++,'7.1 3 5 i +1;2+1 +0241 p MAX 3 ya+ MX. t 1 1 ad. Q -)-• a#a 3 _ "' X i. O X ' +1 3 3 7+0.2+1 +4,9+; 3 1+1,2+1 +1 1 3 41 3 3 1 +03.1+05.1 3 1 +02.1+02+1 9 3 t --___ i' ' i- El +1 3 0 1+- 103 +1 -E3+1 5 1...1102+1 3 3 El 07.1.02+1i 2 2 1+x241 +7.1 3 '1112 +S +02+1 2 2 MTG. RAIL. TYP EXAMPLE ., 3 +1 5 9 140:2+141:2+1 3 1.67 +1442 -1© 3 1+02 *14.7 .1 9 1402+1+02 +1 3 a CLUSTER WI [ T1'. of 43) ANCHORS 3 (SHOWN IN TABLE KEY ABOVE) 3 1+42 +1+02++ 3 3 1 +03+•1 +cs -1© 1 +( 1 +02+1 3 3 Q 1.02414.2+1 3 i +0:3 1 +P3+i 4 11c3, • 7 +c3+1 3 9 1 2831$' MAX. D 1+4241 +12+1© © 1+183.1.03.1 4 1+13+1.03+1 3 14 j u2' TYP - 4 P - 3 © 1+02 +4 +02+1 2 .1 +'+1 e 141202 D 1+02+1+02.1 El 2 ► 0 1+12441.02.1 : 3 0 1+02 +1 +42+102 +42.1+02+1 -�_ 3 r REEF.. X y 3 14.9t 7 I O i X i L © 1+ (2.1.C2 +11 33 0 1+c2+1.,42.1 3 1+12+1 +02+1 1.4241 +02+10 0 ©'h*w"i+1+123 +1©1+02.9400+1 3 •- 2 +1 +42 + 1,3 1 +13+1103+1,+8 1+13 +1 +43+1@ 4 LE s . + s 1 �M2 +1+42.1 3 3 1 +03'+1 +03+1 4 1+090+123+1 3 < CLUSTER WI QTY. OF + iJ 1 r Retort L Cgrk. Pk 54 _ "` ell UPDATE r7sa" sac. Y ci ORS DUE 70 PICHOR raw.AGL7 1moltxltaaecr ,Ft am5 r ...._ ANcMQrAGE SPACING, XOX (113- 1 /3.113) REVISE �FOtrWThI,iDB6YLtCi.th'7E+ts ALUM. HORIZONTAL ROLLER WINDOW, *FACT ADD SPACE P R O R M O U S MAW T 3 P 2 5 G T H R 1 J L i P YV P t B O X 34274 3/21106 1 V >a i Berms srrar 10110 NTS rrY 9 r 1/ a.....061, 4127 YO C •••• • • • •• • • • • • • • • • • • • • • • • • •• • • • • • •••• • • • • •• • • •• • • • • •••• • • • • •• •• ANCHOR QUANTITIES XD & OX WSIDOWS TABLE 6 NOTES: ^ 1 ,1 6 0 .00 TAPCONS < - 1>4" S:CL Sao MIL 3 - #12 STEEL SCR 005; >t TVP E a IntinTIRATE GLASS 'PIPES A,B,G,H GLASS TYPES 0.D,E F,LJ,K, L 2,3. WOOD 0 2, 0 1, CONC 2,3. WOOD 2, CONC 1, CONC : ZCINES ZONES ZOSES ZONES 21 S ZONES BEM Y 1119 W CIV311 L setw _rj ••1119 OVBH 1 ' tc, i Y a ro SE1 Mir 1119? c1V9H ! I 0 f I 2 2 4 1 t 1_ 1119 9 CIV9H 'same 2- G TYPES. A,S 4 5115' LAM - Off ' A. 'i)5 , A) 6. 5t18° LAM - 113' A, 1/8' HS) ^.. 5118` LMI - /1(8' I-4S,09 VW Ha i D. 7/10° LAW - (3/16° A OK 3r16' Ai E. TAW LAW - (INTX.090. F. 1118' L► • (3198' MAW. 3118* RS) 6, 13(W LAM 1 IG - N8' OR 3111 A, 5116° OR 318" SPACE, 8/'16' LAP • ( A,.034.1, VW A) I4. 13#18' LAMI 10 -1/W OR 3118' A. 53'16' OR 3r8" SPACE, Brow LAMI - 18'Lo30,118' HS1 i 13118' LAMI 83 - NW 081 3116' A. 5116' OR 343° SPACE, 5118' LAW - (1A' H8,4911.1/8' 1+5) J. 13/18' LAM 40 -118' OR 3/16' A. 3/18' OR N4' SPACE. 7/16' LAW - {3116` 1, 3/18' A) %. law L1d4E! 83 - 118" OR 3116' A 3116' OR VW SPACE. 7fl8' LAi - (3118' 4.030, 3(18 115) L 13/16' LAMI 10 -118' OR 3/1$ A, 3116' OR 1/4' SPADE, 7/18° LAMI - (3118° HS, NA 3118' HB) a. VANOOW ANCHOR QHANITITIES ARE PER ADJACENT TABLE AND BASED ENTRE POLL -O4M NG DPENS1ONS. FOR %M1501 SI S NOT 1100 84. GO TO NEXT LARGER WPM/ 441 TABLE HEAD & SB t 10 11 78 3f M AX. MAX. FROM EACH SCE 01 MEETING RAIL C idTERL �tE 3f4' MAX. HCRt4 rOR1ERS. JAMBS. 9' MAX. RIOM CORNERS AND 221/2 MAX O.C. TABLE KEY. HIM 1 § 2 1 +02+1 Q 1 +02+1 2 1 +03+1 1+02+1. 2 1402+1 © 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 1+02+1 3 1.04•1; 3 1+02+1© 1+02+1 Q 1+02+1 ©r 3 1 +02+1 Q 1+02+1 3 11'1,,,3' +1 3 1 +0. 3 1 +02 +1 3 1+02 +1 3 1402+1 3 1 +C2 +1 3 1 +02+1 3 1 +C2 +1 1 02+1; 1+03+1 co$ 1+02+1 1+M.+1 3 1 +03+1 i +02 1+02+1 1+03+1 1+0:2+1 1+02+1 3 1+03+1 41g 1+02 +1 H C.2+1 ©1+02 +1 2 1+02+1 2 1+02+1 z i4-C41 2 1 +02+1 1 +02+1 1+02-1 3 1 +02+1 3 1+02+ 1 3 1+02 +1 3 1+02 +1 3 1 +02 +1 3 1 +03+1 3 1+02;1 3 1 +02 +1 3 1 +03+1 3 1+02+1 3 1 +012+1 3 1 +C3+1 3 1 +0 2 +1 3 1 +02+1 a 3 11'03 +1 3 1+02 +1 3 1 +03+1 3 1+02+1 3 14-C34.1 3 1403+1 3 2+1 3 1 +03+ 3 1213} +1 3 1+02 +1 3 1+03+1 El 53.125 x 38.375 48.000 50.625 54.000 (m00 1 63,E 1+±2 +1 2 12 +1 2 1+02+1 2 1 +02+1 2 1 +02+11 2 1 +0241 0 K 1 24.03+2:3 91fA11?i r" i LAS 1 +0:2 +1 fl 1 +02+1 Q 1 +03+1 3 1+02+1 Q 1 +02+1 3 1 +03+1 HEAD 4WD Sal ANCHOR 011A1MTLES 14-02+1 3 1 +02 +1 3 1403+1 3 1 +02+1 3 1+02+1 3 1 +03+1 3 A 1+03+1 3 1 +02 +1 3 14M+1 3 0 1 +03 +1 3 1+034 4 3 1 +03+1© ENTERED ON HE MEETING RAIL PLUS (2) 440++0138 AT OPERABLE Nf:HORS TOTAL A AT HE Sh.L. ANCHORS � TOTAL T I-1 AD I) AND N 1+0341 4 1 +0241 3 1+M+1 3 1+03+1 4 1+02 3 1 -03+1 3 1 ++1 p 4 1 +03+1 3 1+04 +1 3 1+£3+1 4 1 +03+1 - s 104 +1 3 iKiti§§ 1 +02 +1 1+02+1 2 2+02 +2 2 1 +02+11 3 1+03+1 2 2+-02+2 2 (•3' AM O.C. ANCHOR SPACING) 1402 +1 3 1+02 +1 3 2+03+2 3 1 +02 +1 Q '! +0 -- i�: 2 -x03+2 [ 1 +03 3 1 +02+1 3 2 +03+2 3 1 +03+1 3 1+03 +1 - 3 2 +0342 8 14.03+1 4 11 +02+1 3 2 +03+2 3 1 +03 +1 Q 1+C2+1 3 2 +03+2 3 1 1 °' 314° r3Ax -1'i 1.- -3 IOW F 11'03 +1 4 1+03 -) 5 2+04 +2 4 1 +03 +1 1 +03 +1 3 2 +04 +2 1+M+1 4 " 3.1 U 2+04+2 Q 1+03 +1; 4 1+c3+1 3 SEM 4 3 O 1 BB.0 64 000 80.000 63.000 2 +2 3 : +1 Q 2 +02 +2 3 2+02+2 Q 1 +02+1 2 2+02+2 2+2 4 2+1 Q 2+0342 3 =iill 1+02+4 3 2+03+2 ATS R.4 . W ma Ve. L' :,'rah AIL 5�I81p18 EXAMPLE CLUSTER W/ OTT. OF (3) ANCHORS I . - - - 2+2 4 2+1 U 2+03+2 3 2+03 - 20 1 +C2 +; 3 2+03+2 (SHOWN IN TABLE KEY ABOVE) ( (� m - 2+1 L I 2+03+2 4 P 14 1+02+1 3 ! 2+03+2 Q 2+03+2 1 +03+1 3 2 +04+2 4 2+03+20 1 +03 +1 3 2+044 +2 4 1 +03+1 2+02+2 4 3 1+03+1 1211 2+04+2 4 2+03+2 4 1 +03+1 3 2+02+2 2 2+04+2 2+02+2 4 3 j - 1 18 3!a' mAx :; L+ - 110' 71. 1 ! 4 4 3 e A Ui F 74. 1 x 38.375 48.000 50. 54.000 60.000 MOW $C2+2fl 2+02 +2 3 2+02 +2 3 2+03+2 2+02+2 - 2+03+2 - 2+03+2 - - - — - - - 2-+C3+2 1 -l-- -- _ , -+-- -t trl--- t- �r 2+03+2 2--C2+2 2+03+2 2403+2 2+0342 x T .—......i: _ b - 2+03+2 2+0342 2+04 +2 2 +034 ri 2 *04+2 2+03+2 2403+2 1 +03+1 1+03+1 2+04 +2 C2 2+03+2 2 +04++2 MTG. RAIL — EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2+04 +2 2+0442 41607 C CHG. TABLE o ro8. a SELECT VALVES DUE TD,tnt 224/4 GAP 1 1A ANCHORAG E SPACING, OX AND X0 WINDOWS � 8.8. 1Nr7=LS a AP 4QE FORMAT. +LEAD& 521. CiL 1ERS Q'� 1EO• C'a -xcr _ 0001:00 P. 3075 Ab° 'b FL m,. 6'13/06 A '••67ACF TO MASS TYPES 5 1NM/4 . PcSCXUM val cv .1. 3r r4 Vut � 6fs Better 1 ALUM. HORIZONTAL ROLLER WINDOW, &P _ C M P.F PE #950t2 snows it , � 1 i r N TS 10 , 11 ! erg 4127-10 •••• • • * • •••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • ••• • • • • • • • • • • • •• • •• • • • • •••• • • • • •••• • • • • • • • • • • • • •••• • • • • • • CONCRETE • • • • • ANCHOR. • • • • No 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 38N. E.O. TVP MIN. 3A AS+ 2x WOOD CONCRETE iek NOTE 3 ; • ix WOOD BUCK NOTE 3 CONCRETE ANCHOR, NOTE 'I WOOD ANCHOR, — DETAIL A NOTE 2 p VAIL TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD SUCX, NOTE 3J Ix WOOD SUCK, NOTE 3 j DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS aseler nem 415 97 threelfte amo 10/M6 tleamadil. Thq, View: flan FA( 2aSee 31251011 • Nam I I, j MAX SHIM S. MATERIALS, #4CLUDWA3 MIT NOT LIMITED TO STEEL SCREW/8, THAT Co w afro CONTACT WITH OTHER ifte MAX. SHIN 1 'UV N. OISSINSLAR MATERIALS SHALL MIEET T RECUMEMENTS OF FLORIDA BUILDING CODE, CURRENT EDTTION. 7 -1 OR (1.5 KS! MEI) PER NOTE A ta.4 am comRETE) CONCRETE At4CHOR, NOTE i WOOD ANCHOR, NOTE 2 Ifir _I -MAX. SHIM LOX —) - - 1 - A SE NAtula :NOTE 1 4412., ats' mix A _._.: MIN. 14 KSLI CONCRETE ED. Tr in Ex WOOD 4 ' . ,,,, : 1 • .6 DETAIL C MAX ---' WM.., D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS aftst. WOE 0107 S fatAltiarM C AIM LF. FRANE a AwvisE eosE tar. , T4 .97 nemaivr-Es ftr A 4WD 4471E S. .1.J NOTES: A 1 . FOR CONCRETE APPIJCATIONS IN MIAMI-DAD E COUNTY, USE ONLY MIAIM-DADE COUNTY APPROVED 1/4° ELCO 1 vr TApccws GAMED 13ANAI4. Oil AN" 3S4 CRETE-FLEX EMSEDED 3/4° Milt MINIMUM DISTANCE PQM r MIN. ANCHOR TO =CRETE EDGE IS 1 akr. FLATHEAD ANCHORS MOST BE #12 TRIMETT HEAD A2. FOR WOOD APP■JCATIONS IN MAW-DADE COUNTY. USE #12 STEEL scREYtISIG5) OR lir SS4 CRETE•FLEX OATH en 02 TRRAFIT 3. WOOD BuCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS - Ix ME BUCKS WHOSE TOTAL THK:KNESS IS LESS 1/4' THAN 11/r. Ix WOOD BUCKS ARE OPTIONAL W UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAK. WOOD BUCKS DEPICTED AS 2x ARE 1 IQ' mem DR SWEATER INSTALLATION TO THE SUBSTRATE OF WOOD SIAM RUCKS TO SE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • NW ED tfriEAS saite A. 0, C. D. fa a rt • Ex air rep. INTERIOR (JAWS DETAILS E.F I*, EXTERIOR %07C 7ECRN01.03Y ORME 10014507.1 MIS PC. SOX tee WiNOPAS 3lV4 Vs B- 4. FOR ATTACH/ AM TO ALUMNA. THE MATERIAL SHALL 9E A MWMIUM STRENGTH OF 605345 AND A MINIMUM O1 mr THICK, *FE &ARAM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE PULL SUPPORT TO THE WINDOW FRAME MOLAR TO THAT SHOWN NI THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAOENNT INTO THE ALUMINUM. IF THESE CRITERIA ARE M. THE RESPECTIVE DESIGN PRESSURES A.40 ANCHORAGE SPACING FOR APICHOR - TYPE 2 NAY BE USED NAILING 131 OIA MIN x 2 TM NAV- AT CORE MID 5' 0.C. TYPICAL DETAILS 5 H & 1. DETAIL 1-1 (HEAD& -- DETAIL G (SILL) DETAIL! (JAMB) & 8 TYPICAL INTEGRAL FIN FRAME SECTIONS --.1 ANCHORAGE DETAILS I r 7 ALUM HORIZONTAL ROLLER WINDOW, IMPACT Piabso 1 Clem. P F ildril0 712 17iaff r7 .. 11 r 4127-10 I C struclumi _I PE 3,33 BUILDING CODE COMPLL4NCE OFFICE (BCCO) PRODUCT CONTROL, DIVISION NOTICE OF ACCEPTANCE PGT Ind 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and tegulations governing docu�ntabion submitted has been reviewed erring the use of won materials. T by the Board to of Runes bud by won Dade County Product Control Division and accepted Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AR]). ThisszN�OA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Miami Dade County) and/or the AH1 (in areas other than Miami Dade County) reserve the right to have this product or material. tested for quality assurance purposes, If this product or material fails to perform in manner, the manufacturer will incur the expense of such testing and the AETJ may immediatel revoke, modify, or suspend the use of such product or material within their juri fiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -lade County Product Control Division that this product or material -fails to meet the requiren nta of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FI2 -101" Alumkunn French Door wi Sidaites APPROVAL DOCUMENT: Drawing No11005 -1, tided "Aluminum French door & Sidelite- Impact", sheets 'through 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the llEami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Maud -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Smell Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO The lower design pressure from X, XX doors or 0 (sideli te) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless othervwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if theZe has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be avalable for inspection at the job site at the request ofithe Beasldin; gird. • • • • This NOA consists of this page 1 as well as evidence sheet E-1 a atapprprat ngntitint�icrned above. The submitted documentation was reviewed by 'shag Cj ] a,!Ea .• e • • i • • • i • • • • ••• • • • • �..., a1 D� awr &t 18, • • • • •• • • • • 1 • • •• • •• • • • Page • • •• • • • ••• • • • • • • • • • •• • •• • MIAMI-DADE COUNTY, FLORIDA 140 WEST METRO- ADDB `(D�STREET, F L/ GLBR BU DING p 140 ES I LAGLarR 5Jff 1 MTAK FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.cona o'e r, i ). • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • NOA No. 07- 0629.10 Date: Ortoher 10, 2012 NOTICE OF ACCEPTANCE: EVIDENCE -SUBMITTED A. DRAWINGS 1. Man urer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test repuit on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large ATissile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FrL - 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.Z. 2. Glazing complies with ASTME 1300 - D. QUALITY ASSURANCE 1. I14iami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 0S issued to "EL DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03 - 0827.O8 issued to Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of Iab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. •• ••• • • • • • •• • ••• ••• •• Lcl�a,P.& Prods control Ener NOA No. 07062910 • • • • ••• �A Dati er18,2087 E.1 • • •• • • •• • • • • • •• • • • ..•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • •••• • • • • •••• • • • • • • • • •• • • • • • • • • • • •• • • • •••• • • • • •••• •••• •••• • • •••• • •• • • • • • • • • • • •• • • • •••• • •••• • • •• • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3,18" LAMI NOM, (.40r) CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) UTE OF 3/18 HEAT STRENGTHENED GLASS. B. 318° LAMI NQM. 1.4021 CONSISTING OF (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7 LA I CONSISTING OF (1) LTTE OF 3118° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLU 1) LTTE OF 3118" HEAT STRENGTHENED GLASS. D. 7118" LAMI NOM, 1,48131 CONSISTING OF (1) LTTE OF 3118" HEAT STRENGTHENED GLASS PLUS AN .090 PV8 INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS MUTE OF 3/18" HEAT STRENGTHENED GLASS. 2. DE81GN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 91300.02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02 3. *1! .:_f .li:. • a..? : Q, K 24,2 gig„ 9.2511, Oar AND WO. 4. + ;.;.s._ :'THE 33 113% STRESS INCREASE $AS NOT BEEN USED IN THE DES10N OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SC' THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE F8C, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. S EDE R N.•CINSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. ES: TEST REPORT FTL-5 12. ELCO TEXTRON NOA: 04-0721.01, 03-0225.08, ANSUAF &PA NO3 2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENT'S OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A BIDE LTTE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2 PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 8),13 REQUIRED ONLY AT ALL DOOR TO BIDE LJTE CONNECTIONS FROM TABLE 1., VT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q rev 1/2° GLASS BITE 0 �1111110 { 1/2' GLASS BITE T T,"ETi N111�btl6TiWfl . .. • • • + EXT. -118 ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM A INT. - 3/18" HEAT STRENGTHEND GLASS A 3/13" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 Rei 4 e&@ sale EXT. - • 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INT. - 3/18' HEAT STRENGT END GLASS 7/18" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 .405 NOMA MR TOTES AND GLAZING DETAILS ALUM FRENCH DOOR & SIDELJTES, IMPACT > r tut01 1 4X 11 a 10 1 "° 11OD6.1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES. 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES...., 2 ELEVATIONS. 3 VERT. SECTIONS.— _ _. 4 H0R12, SECTIONS. 8 PARTS LIST... 8 EXTRUSIONS 8.7 ANCHORAGE. 8-10 Approval ss Roma rAm •tm �e L. Ordth, P.E PH O18 •••• • • • • •••• • •• • • • • • • • • • • • • • • • • •• •• • • • • • • •••• • • • • • • • • • • • • • • •••• • • • •• • •• • • • •••• • • • TABLE 1. DESIGN PRESSURES FOR AU. gONFIGURAT1ONS A APPROVED CO FIGURATIONS: X, XX, 0, OX, X0, OXO, )0(0, OXX & MOO (FOR DOORS W/ 807E CITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT 18 REQUIRED AT DOOR & SIDE LITE CONNECTIONS A WIDTH WWIDTH 3° 37 112°`8 71 314" WIDTH TABLE 2. DESIGN PRES$U S FOR ill l8JNED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, )0(0, 0)0(& 03(X0 (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS,) REINFORCEMENT M NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES AB, C OR D HEIGHT A WIDTH 2 ° 25 1/2" 271/2" 291/2" 2° 311/2" 2 33112" 35112" ,3° 371/2° SINGLE SIDE UTE 1xX *ADM 123/4" +75.0 -75.0 +75.0 19" +72.4 +64.5 +52.9 +35.2 +34.0 -72.4 -64.5 -62.8 -352 -34.0 +88.5 +81.0 +49.9 +352 +34.0 -75.0 +75.0 -75.0 +75.0 -88,5 -61.0 -49.9 -35.2 -34.0 +85.0 +67.8 +47.2 +352 +34.0 -85.0 -67.8 -47.2 -362 -34.0 RX F.1C 27 3/4" 381/8" -76.0 -75.0 +75.0 +76.0 -75.0 -75.0 +75.0 +71.4 -75.0 -71.4 +75.0 +87,8 -75.0 -87,8 +75.0 +64.2 36 3/4" Q WIDTH 36314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+75.0 -76.0 +76.0 -75.0 51 314" +54.9 553/4" +51.7 H DOORS YM GLASS TYPES A, B, C OR D HEIGHT 8 79314" 7 - 83 3/4" +75.0` -75,0 +75.0 -75.0 S GLE SIDE LITES WITH GLASS TYPE A +75.0 -75,0 +75.0 -84.2 +75.0 -78.0 +74.9 -74.8 +70.4 -70,4 +88.8 -86.8 +83.1 -63.1 SINGLE SIDE MN WITH GLASS TYPES 8, CDR 0 -58.8 -54.9 -51.7 -49.0 -43.1 38.1 -34.0 7 833/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 -55.4 -51.8 -48.8 -48.2 -43.1 -38.1 -34.0 873/4" +75.01-75.0 87314" +52.4 +49.0 +48.1 +43.8 +41.5 +38.1 +34.0 -52.4 -49.0 -48.1 -43.8 -41.8 -38.1 -34.0 913/4" [ 8 - 95 3/4" +7 5.0 - 76.0 +78.0 1 .75.0 91 3/4" +49.8 +48.5 +43.8 +41.4 +39.3 +37.5 +34.0 OR D +76.0 +81,9 +85.0 273/4" +44.7 38118" +352 38314" +34.0 -49.8 -48.5 -43.8 -41.4 -39.3 -37.5 -34.0 -44.7 -352 8 953/4 +47,4 +44.3 +41.8 +39.3 +37.3 +35.6 +34.0 -75.0 +78.0 -75.0 +75.0 -81.8 +59.0 -55.0 +52.4 +42.8 +34.4 t NOsme w, si P.A -47.4 -44.3 -41.8 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -69.0 -62.4 -42.6 -34.4 -34.0 -34.0 +34.0 NOTES: AS1. GLASS TYPES: A. 318° LAMI (1/8" A, .090 PVB, 3118' H8) B. 318° LAMI (118° HS, .090 PVB, 3118" HS) C. 7/18" LAMI (3118°A, .090 PVB, 3/18" 118) D. 7118° LAMI (3118° HS, .000 PVB, 3116" HS) ® 2. COMBINED DOOR & SIDE UTE WIDTHS FOR TABLE 1 OR 2. MAX OX/XO WIDTH = 73112" MAX OXO WIDTH =1091/2" MAX. X003/0XX WIDTH =107 3/4" MAX. OXXO WIDTH =143 314' 3. SINGLE DOORS 33 318" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION, NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. �8. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x HIGH SINGLE DOOR WITH 29' SIDE LITES DESIGN PRESSURE _ +87,8 -87.8 PSF EX B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x 88" MOH DOUBLE DOOR WITH 361/2' SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE 0 30" WIDE x 87314° HIGH SINGLE DOOR WITH 28" SIDE LI M8 DESIGN PRESSURE = +43,8/ -43,8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 314° WIDE x 80° HIGH DOUBLE DOOR WITH 28" SIDE IMES DES1ON PRESSURE =+43.1 / -43.1 PSF ® 8 FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO 8I13E LITE CONNECTION SEE SECTION E-E, SHEET 6 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES ALUM. FRENCH 0 OR 6 SIDE LITES, IMPACT Pool ht 12 d 10 gy 110064 I astkb 11 t4er7fX Td1001 731/Z° MAX 4 38314" MAX J 1 2 SEE NOTE4 OX OR XO 109 1 /2" MAX. 943 314" MAX. a —-BEE NOTE 3 - — 4 SEE NOTE 3 --- -��- -- 71 3/4' MAX. 24 918" MAX. DLO (TYP) TECONOLOGYPRIVB ?MOM FL NM SQX N sem 38 314' MAX. 33818' MAX. DLO (MT.) Vird* later 88 314° MAX. m'F.) 843" MAX. 01.O (TYP.) O xx NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS THROUGH 19. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LIMB OVERLAP IC' AND'XX DOORS BY we WHEN ASSEMBLED TO MAKE XO`. '0X0' 'X'40', AND CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICAB6J1Y SHEET 2). 6. CLEAR OPENINO FOR 7C AND'XX' DOORS AS FOLLOWS: (*X' DOORS = WIDTH - 6.946) (0e DOOR = DOOR WIDTH2.4.070) • • • • • •• • O HEIGHT = HEIGHT •113!8" DLO WIDTH 7C =DOOR WIDTH •121&19" 0L0 WIDTH'XX' = DOOR WIDTH12.11 6/16' SIDE LITE DLO HEIGHT = HEIGHT -11 318" DLO WIDTH = WIDTH •3118' ELEVATIONS ALUM. FRENCH DOOR & SIDE UYES IMPACT mr" ra• awe oeM ra ,mot I NTS 1 8 a 10 I nos. 13 • •••• • • •• ,n „ u tr nu...:alir.Am°.* Vic cv -„T �l. • • • • Max. DOOR HEIGHT EXTERIOR Max DLO MOM. Max SIDE UTE HEIGHC • • •• • • • •• • • • • • • •••• . EAR ' iaiD SEALANT •• •• • • • • • • • SL VIEW G-G CORNER ,ASSEMBLY • •••• • • • • • • • • • • 000 MAX. -' DLO MAX. le WIDTH { DLO SL SECT. E •E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND S) IOC SECT. C•C HORIZ. 'X' SECT. D-D HORIZ SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABIUIY SL SECT. F -F HORIZ, (SINGLE SIDE LITE) •••• • • •. • • • • • • •--. • .• •• .. • • • • • • • • • • • Imo• EXTERIOR • • • ••• • • • • • • . • • • • • • •••• • • - � E HEAD © _ ''r OK 1T1 iiT. "Tr1'Trc — • QT [ Fir ■ V 895 T. 0 UEAMMOI witraum 811.r,.,M • LEMIIIMMIIIIIIrelW ®11' B4A - ,5rr • 1 + 0 ,.y L1 140 i E 1048 1049 IfT;Ttr1E: +« u2,TCT «. 7•?� 213 Q 1118 • 4 PFA 0' .760 PH. 07070 rrt�ri' �f iT7 7 cFt:i�:.1�: + :9[[" 1PP ilrP7111.11111111111111111 4 78X12FPAW 7P3OGG 6953 .. O' . ' -, X.200HIGH 8• ACER 928 1146 1212 8830 85 1118 ftiT' KT1c7 � 2 T. • • >TRKE`LATE 93- 32X.830 'H. 'S- S.S.W/SL • ! 'A GAS i T. i OLD • E • Al .190X X 1.800 • SQ A 8 W , TP.,.187 .210 HIGH, ftr 2 PT. LOCK ASSY. Q�C lti r3ad .Sig ►1.01111111111111111111111 E S`IR8(€ PLATE 0 X.760 PH FL. SMS 0 k�._81 1 . 31 rl ILA MIN mL'»t�F �r� ii �:�tar.. �F Kr4i :�tesi; T . S 98 X1.000 QUAD Phi. SMS DER 8 i GAS 1` = STOCKING iC70999 = • •' 1 1 112° X " W1PSA • •O04E 1'4 47 : T7:,THICK (T' .IN — 7 :1111 bBEAD) GLAZING ; «• , DOW 999,938 OR QUNALENT VTr i V:T, MITI. f :AP''a lei :1f ft:T V GLASS, • LAMB - • HS, .90 P -1B" • • • • •_ CG GLASS, 788" LAM -3118' A, .99 PVB, 3119" HS 'UAW 1 LAMI -' 6' s,. o B, 3/100 HS • • • • mirr'''''u _ "' 'L8• CER.298 :'x`k: ;_., =24 PARTS LIST 7rlS�"�F�l = s! L. ChM P.E. PE NO112 swum! DOOR PANEL. / DOOR PANEL INTERIOR ASTRAGAL { 45) EXTERIOR ASTRAGAL 6083 -TE -✓ 6t163-T6 war ra maga gum/Am ox repo au4.44 tit* 427 ALUM. FRENCH DOOR ER SIDE LRES IMPACT • • • •••• • • • • a. as w000 LOADZCNES ©1110©n ODIEIDDD 001000© ODE/10E01 O E70QE] `an iDOE'1 • D©E7O ©E7 'ODi]B7©En OBIEIDDEI 6© 01 onnID©© Ognanc1 n©nan Qnfo©u .unnnnfl Dorian 11© 10 1;1 ©n ODnA©© OD- M] ODEIDDIOI ©0 10 ODD '0Q 10 O131 OD[!D©[i ODEIDU131 '©0 10 DOD an to ©n 0011 . 11[1 nun ©10 © an 10 n 7 •' 1 ff ©n 10 ORB t?lft airr .2.0059 annular' DEKI01111 Dnnrinu 011110/0 111111©1 Orin 0011131 0111101/10 013110811 01111011 0111110001 1711 MOM 01013010110 n 1100 no F7 011 0011]0 0 1t1 On 0 �'1 131100 01.76 Qn x. 11711 011! 6 6 WIDTH x NT. A. 5. c. LOAD 205E8 D0©0D© 0111/01111 01100 11 DEMDORI 11 MDEMO 0111 01310 ci nn n 0110110/1 nuori1on nnuarma 1701©01111 nwaeranemere 6 10 10 10 9 10 10 6 6 6 6 1711X04.13` Mena 91. 85. 21.76 X 79. 83. 87. 91. 95. 27.76 K 79. 63. 87. 81. 98. 39.13 x79. 83. 87. 91. 95. 38.76 x79. 83. 87. 91. 05. EIDEN NUMB= IO= - n1112 Win ODa Kirin 111©11 1® ' 11 Ulan KNOWN up MHO KB nuts rnm 8 DU' ©1010 ruin 141010 FIB 1©1011 1011011131 6 6 IR VI= ,, i L I 013 -00 Es0 0n = 'n© . O D 0 n nu on tin , nn L1 tin on en ;00 (111 6 6 0 e a 1 A an an o D DEI DO 0D DO DO an an DO 0 DBDO DO DO OB DO an 011 an DO DO an DO DO 1 r z1© 0 4!d o 21.76x797 � 4 © U 89. 2 7- 7 4310 91.7 6 n 9634110 x 79. fin sa. p 87.7 Lae e 1. - an as CIE! �0 410 41 4 6 6 1, COM I: f OD M I LID ,pu TM DD 0 h OD 11© 00 ° n ° 0 0© DO 00 00 KM 00 0(11 fin an 1711 1117 TABLE 3. A DOORS c•[A9s ANCHOR s swami 00008.50113 "X" "X" - 26. TO W10TH x HT. 28.60 x 79.7 83. 87. 91. 95. 2780 x 79 83. 87.7 91. 85. 2880 x 79 83. 85 31.60x 83. 67. 91. 05 . 33. x 79. 83.7 87.7 91.7 8 35.50 x 79.7 83. 87.7 91. 98. 37.60 x 79. 83. 87. 01. 88 A, 8.0,0 FJ8. del 8800? TABLE S. Q ME UTE 61 .86 MOOR TYP & WM /RA 0" • 10. TO 38. WIDTH x 10.76 x79. 63. 87. 91 . ea. 12.76x79 8a. 87. 91 . es. 10.00 x 79. 83. wThisilmfafr AWOL 2,a A 8.00 1 2,039 0 LOAD 201.183 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 a 3 3 3 3 TABLE S. MAN ANCHOR & S0081RA MI MS - 26 TO 37 a 808 611E WWI x NT. 10.78 x 79.7 833 873 91 88 12.78 x 79 832 87. 91 . e8. 19.00 x78. . 83. / a7 •81. 21.76 x78. 83. 87.7 011 96. 27.76 X79. 83. 87.7 91 . 98. 36.13 M. 83.7 87.7 91, 06. 38.76 x79. 032 87. 91. 96.7 TABLE T. QX4,1�XU, $ A A,d 63A83 TTPE9 ANCHOR 8 81.538TtATE 28, 14000 A. 9,C.0 ANCh1OR QL64NflTVLOAO ZONE TABLES 2 2 ALUM, FRENCH DOOR & WE LEWES FACT PM NA 9 a 10 1100841 a .4 1 i 1. UV ELM TAPOOH8 2. 114° ELCO 834 CRETE4I.EX MASONRY ANCHORS 3. 312 SCREWS( 36) 4. ENCIRCLE ANCMOR INTAg TAW TO T118 Ei17 ME ANCHOIM.3 • • 801 ON SHEET 8. • • • • • • • • •••• • • • • • • • • Ap@/ led • • • • •••• • • • •••• • • • Aut •11h the • P.8. 181063 NOTES: I ZONE "C" I t -- SILL -� ZONE "c" SEE TABLE 3. SW. 9 HEAD HEAD 1- 1 • t ZONE"F° • - I tu I ZONE" " I ZONE°G•I 8111. ZONE " ZONE "D° 4„ SHT. t E " - 1 SILL SILL ZONE IT ZONE "fi' SEE TABLE 7.. SHT. 9 0 • 89l : • �' ZONE °E" T- ZONE "O" ZSNYA SEE TABLE E. SHT. a SEE TAKE O.. SHTA HEAD °-1- -ZED - j � I-ZONE fi ZONE 7' ZONE "P f mar S42?4 1 Better ,PL (a d $ ILL ZONE "E" S ZON 1. APPROVED ANCHOR TYPES ARE: 1114" ELCO TAPCONS 2. 114" ELCO SS4 CRETE •FLEX MASONRY ANCHORS 3.4112 SCREWS LANCHOR QUANTITIES ARE B A S E D ON SPACING AS F O L L O W S ( 3 " 81181.13 Z. F O R CONCRETE): SEE E X A M P L E mg ANCHOR 1 AYOUT ABOVE. B AL :13114" MAX. FROM CORNERS AND 23118" MAX. O.C. D :8' MAX. FROM CORNERS, 9" MAX. PROM ASTRAGAL CENTERS AND 20 NW MAX. O.C. : 8" MAX. FROM CORNERS AND 24 314" MAX. 0.0. O DETERMINE • R " TIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. t '0" — tzome HEM SILL ZONE " ZOO -I ANCHORAGE CONFIGURATIONS "11 ALUM. PROM OrXN? 8 WE IMPACT EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" z 83 314" SIDE UTES'W AND "E" ZONE ANCHORS FROM TABLE: j4 EET9. • • mus cows • • B. 71 3/4 •• 314° M DOOR ZONE MGRS FROM irate4 • • BHEET 9,EACH °F" ZONE. s sEe ED9ggaz VALUES! IEEE/ 9' • • • YOTAI$ 1OR2 7.08ItS EACH IA1.46 A10 2¢5+8+21 • • 1 OR g ANCHORS AT HEW A1gI�k SILL • !f • •••. • • • •• Apporev4 6r0 ;•OS with Fiorkb o. , :: .., . 7 NOAd = Sr�'!%11 r LaIk.P . Fear2 tufts OXXO 31VOZ ewe 1 1 1 1 M • NOTES: I ZONE "C" I t -- SILL -� ZONE "c" SEE TABLE 3. SW. 9 HEAD HEAD 1- 1 • t ZONE"F° • - I tu I ZONE" " I ZONE°G•I 8111. ZONE " ZONE "D° 4„ SHT. t E " - 1 SILL SILL ZONE IT ZONE "fi' SEE TABLE 7.. SHT. 9 0 • 89l : • �' ZONE °E" T- ZONE "O" ZSNYA SEE TABLE E. SHT. a SEE TAKE O.. SHTA HEAD °-1- -ZED - j � I-ZONE fi ZONE 7' ZONE "P f mar S42?4 1 Better ,PL (a d $ ILL ZONE "E" S ZON 1. APPROVED ANCHOR TYPES ARE: 1114" ELCO TAPCONS 2. 114" ELCO SS4 CRETE •FLEX MASONRY ANCHORS 3.4112 SCREWS LANCHOR QUANTITIES ARE B A S E D ON SPACING AS F O L L O W S ( 3 " 81181.13 Z. F O R CONCRETE): SEE E X A M P L E mg ANCHOR 1 AYOUT ABOVE. B AL :13114" MAX. FROM CORNERS AND 23118" MAX. O.C. D :8' MAX. FROM CORNERS, 9" MAX. PROM ASTRAGAL CENTERS AND 20 NW MAX. O.C. : 8" MAX. FROM CORNERS AND 24 314" MAX. 0.0. O DETERMINE • R " TIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. t '0" — tzome HEM SILL ZONE " ZOO -I ANCHORAGE CONFIGURATIONS "11 ALUM. PROM OrXN? 8 WE IMPACT EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" z 83 314" SIDE UTES'W AND "E" ZONE ANCHORS FROM TABLE: j4 EET9. • • mus cows • • B. 71 3/4 •• 314° M DOOR ZONE MGRS FROM irate4 • • BHEET 9,EACH °F" ZONE. s sEe ED9ggaz VALUES! IEEE/ 9' • • • YOTAI$ 1OR2 7.08ItS EACH IA1.46 A10 2¢5+8+21 • • 1 OR g ANCHORS AT HEW A1gI�k SILL • !f • •••. • • • •• Apporev4 6r0 ;•OS with Fiorkb o. , :: .., . 7 NOAd = Sr�'!%11 r LaIk.P . Fear2 tufts VOW 118bVIOLOOrOWE • MOWS NOICOM P7 SUN }Q 10 1318" MIN. 2X WOOD NOTE 3.4 KS! MIN. CONC. WOOD ANCHOR ON STAGEERED CENTERS, TYPE 2OR3, NOTE I 1318" I/4" MAX. SHIM I MIN. 2X WOOD BUCK NOTE 2 DOOR JAMS (WOOD) 2X WOOD BUCK NOTE 2 R SILL. (WOAD) 1X WOOD BUCK NOTE 2 1 /4° MAX. SHIM WOOD ANCHOR TYPE 2OR 3. NOTE 1 DOOR H (WOOD) CONC fll ON ERAGGERED NOTE 1 1X WOOD BUCK. NOTE 2 WOOD ANCHOR, TYPE 20R3NOTE I 1 318" MIN. 1 /4` MAX SHIM 1 314° 1 MIN 1 314° M N EA �`I L. SHIM 3/4" MIN. E.O. « . .93!4" MIN. ED. CONC. ANCHOR. NOTE 1 1 318° TYPE 1 13/4° TYPE 2 1/4 °MAX. SHIM CONC. ANCHOR. NOTE 1 I NOTE 3 114" MAX. 1 318" TYPE e' 1 314 " TYPE 2 I WV IN. ED.- 3.4 KSI MIN. CONC. I DOOR SILL (CONC) 2X WOOD BUCK NOTE 2 1l4" MAX SHIM 11A MAX. SHIM • •+ • 1318° TYPE ice. str MHN NOTE I ANCHOR, DOOR HEAD (CONC) 1 318° TYPE 1 (0NC) SIDE LITETE HEAD • (WOOD) SIDtt • f'HEAD • (CONC) i/4 °MAX 13 TYPE 2 {CX)NC *° TYPE 1DR 2 PM WOOD ANCHOR, TYPE 20R3, 1.8 K81 MIN. CMU OR 2X WOOD gar. NOTE 1 3.4 KM MIN. CONC. BUCK NOTE 2 DOOR JAMB (GONG) SIDE LITE JAMS (WOOD) WOOD ANCHOR TYPE 2 OR 3 NOTE 1 IX WOOD BUCK, NOTE 2 Ile MAX. SHIM 1 318" MIN. 2X WOOD BUCK NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. IX WOOD BUCK. NOTE 2 3.4 KSI MIN. CONC. 1318" MIN. 114" MAX. SHIM w000 ANCHOR TYPE 2OR3. IX WOOD BUCK, Nara 2 „T SIDE LITE JAMS (CONC) 00190. ANCHOR, NOTE 1 1 314. { 318” TYPE 1 :4 we TYPE I a 314" -+-} MIN. E.O. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" TAPCON8 EMBEDDED 13!8" MIN. (TYPE 1) OR 1/4" 884 C RETE.FLEX EMBEDDED 1 3/4" MIN. (TYPE 2 ). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE 2 W0OODD MJCKKSO C AS OR ELCO 1/4" EGA CRETE.FLEX I ARE LESS THAN 1 112` THIpi. 1x BUCKS ARE OPTIONAL IF 2 Ut T IS INSTALLED DIRECTLY TO SOLID CONCRETE. W000 BUCKS AU p(GTW AS 2x ARE 1 712" 1 HICK OR GRFa4TER INSTALLATION TO THE SUBSTRATE C W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 3. IF SILL 18 G TO S GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK NONMETALLIC GROUT (3400 P8I MIN.). (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND 1RANSPER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 303 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE OETAII.8 ALUM. FRENCH DOOR 8 SIDE UTE8 IMPACT 11 A 4 . • :A . 1 4•MBL E.D. mo 1/4" MAX. 8HEA 1 3d4° • • JJf TYPE MIL' • 1.30110 CMUOR I I 1314 "184. E.O. 1 318° TYPE 314 °TYFE iw 1l4" MAX • • •SHI14 • �ICI(O •• 0• • • • • • • • • • CaKTAcs t1C,A Fluriga Building Code Online '!:••.. BC15 Nome Log In User Registration Not Topics Submit Surcharge Stats & Facts Pub9acations FBC Staff BCIS Site Map Links Search •.` Product Manufaacrer AddresslPhu hey E anda Product Approval USER Putlit User Prunuct AUnr MPn;I . Pr ur AuaticlhU,, «,tC:h RrroAaAtion ist , Appltsatlon Dotal! Ft. # FL8228 -R2 Application Type Revision Code Version 2007 Appl.caUan Status APpioved Comments A: hived Q Author? d Signature Steve Schreiber sscrne;berabmasonite. com Technical Representative Address /Pnone,'Erna Qua ity Assc. Representative Address/Phone/Erna' Category Subcategory ah Comp la; Mi4ti {;d a�4s Cc,tdication Agency validated By Refe Standeru' and Year (cif 1; tarward) Equivaionce of PI /duct Standards Certtf.ed 8y M:r,onite International One North pale Mabry Suite 950 lamps, FL 33b09 (615) 441 -4258 sscar c•,ber lc rnas; nite. corn Exter DuorS Sir.iiying Exterior Door Assemblies Certficat<i' Mark or L St.t Q P:at ,ua Ac,:red:re ‘on & Management Insritt,te, Randal , ASrh+ r 30 Aa TM r 1300 ASTsi 1.:1886• • • AS m E3496• • ASTM E330 • • TAS <3e • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • Ism 1998 2002 2002 2002 2002 :994 F; t7•: / /www.Boridabuikiing.org /pr /pr_ app_ itl.aspx QMDci,t CvaaMPIp3Tgl8vStmXEAV iZTkT4CI:EC3a: /317•22009 !:29:58 PMT • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online or, Product Approval Method teetned 1 °peen A Date Submitted Date Validated Data Pending FBC Approval Dote Approved Ilionitts of Use c100,, 02/14,0ae 02114/2008 02/150008 03/1e. 200e rnory Products # I:8228.1 Model, Number or Name rioerglass Side Dior une tanks of U Approved r use In Yas Approve for use outelde HUM: Yes t /moo 'esistent: Yes Pressure: + S5.0% Other: Evaluated for use in locatiens athering tne fiurida iEtteiding Ccxle including the Hign Velocity Hurricane Zooe, and IIwnere pressure requirements as determined by ASCE 7, does not I:exceed the design pressures listed. 3* -0" x 6 Max nurninal six :Hurricane protective system required in kiVHZ, but not required in 1 iithe Wind Bome Debris Region. See DWG for ;additional informatiun. .8228.2 jfibergiass Sree-ttineect Door unit LIMN of Use Approved for use in HVHZ: Yes Approved for use outside NVHZ vas Impact Resistant: Yes Design PreSetirei + Other: Evaluated for use in locations adhering to the Florida I :Building Code including the High Velocity Hurricane Zurie, and . where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3 0" x le -0' max nomina, see Hurricane protective system required in litti12, but nut required the Wind Borne Debris Region. See DWG-MA -FLOM-07 for additional information. . . 8228.3 :Fiberglass Sicterriinged gone Unit Limits of Use Approved for use In HVNZ: Yes • Approved for use outside Yes Impact Resistant: Yes Design Pressure: - i - 50.5/-50.5 Other: Evaluated for use in locations adhering to the eon& Buedlitg Code including the High Vetocity Hurricane zone, and where pressure requirements es determineo r,, AS•k 7, does not exceed the design pressures tea. 12'. 0" x 6'..8" max terminal .Size. Hurricane protective system requileo ttliHZ, but nor !irequired in the Wind Borne Debris Region. See DWG-MA-FLOM- 407 for additional information. 8228 4 IFrglass Side-Hiaged Door Unit f Li its of U Approved for use hi friV1121 Yes Approved for use outside ififil2: Yes II Inspect Resistant: Yes Design Preesure: .155.0/-50.5 Other; Evaluated for use in locations aehering to tne Florida Building Code including the Irligh Velocity Hurricane Zane, and lIwhere pressure requirements as determined by ASCE 7, does not !exceed the design pressures listed. 12.-0" x 6'-8" max nominal ; size. Hurricane protective system required In HVI but not :required in the Wind Borne Debris Region. See DWG-MA-R.0160 .41 for additional Information, li8228.5 iFibeigiass Side- mooed Door tin't 1! Approved for use in HVHZ : Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 1 !I Other Evaluated for use in locations adherieg to tne Florida ;ititillding Code including the High Velocity Hurricane. Zone, and i pressure requirements as determined by ACE 1, dues nut exceed the design pressures listed. 12'-1i" x 8 rnax nominal r•® ettadLo nt , 'Description 6 8" Opaque 1/S and C.3/S Single Door ,Certification Agency Certificate fLa2.4) R2 C LAC,. N Quality Assurance Contract Expiration Dote Instailation Instructions ' rt.8228 R2 II Allehor ()etail 68 Onague tun Verified By: National Accreditation & Management Institute, ' Created by Independent Third Partyn e. 'Evaluation Reports Created by Independent Third Party ;8' 0" Opaque WS and 0/S Single Door ICertletesation Agency Certificate fL8278 to 1: CAC - 141006900.pdf 4:aailty Assurance Contract Expiration Date limas:Ration Instruction fL8,18 V. 11 Anchor Details 80 Ogaoue reit Verified By: National Accreditation & Management Institute, Created by Independent Third Party: . ;Evaluation Reeler/la Created by independent Third Party. • • . - 6'-13" Opaque insw.ng Single of Double Door w/or w/o Sidelites Certificetion Agency Certificate fl 8778 R2 ,c CAC Ni0014200.ocif 'Quality Assurance Contract Expiration Date Installation Instructions EL82 R2 11 AnchoL Detail 68 _Cloague.eglf Verified By: National Accreditation & Management Insteute, Lreau,u by Independent third Party: Evaluation Reports Created by Independent Third Party 6' -8" Opaque Outswing Single or Double Door w/ or w/o Sidenes Agency Certificate fl R R2 C CA, C N10069011 all iquelity Assurance Contract expiration Date :Theitellettion Instructions f; R7,8 R2 q Anchor Dated 80 Onanuo.nrit verified Sy: National Accreditation & Management Institute, Created by Independent Third Party: igvoluation Reports Created by Independent Third Party: ••• • • • • ••• http://www,floridabuilchng.org/pripr_app_clthaspx?param=wGEVXQwtDquftCwelMIV3TyluvtmXEZ4WeZbOTITmQrahLfd[3/:1/2009 1:Z9:58 PP/1J • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II e 8' -t% O:nsliti 4:T Dub 00r Kt GI w/G SibelPICS Ceraeation Agenct CliaRicite: • • fl Me flts cAe TaldaglIO.pdt , Quality Assumes Contract Expiration Date Illgtelletion Instrectimor • • . • i . E1424.12-11.4.4 J4ais 8Uauu,t i ergied gyHviaboneeAccaeditaeorP& Institute, &rested lap Indeireent terd Party:: • • Evilittatiitri Reports Florida Building Code Online site. Htrncane protective systent required in 113/11Z, but nut ' Created by Independent Third Party: ,:requited in the Wind Borne Debris Regleo. See DWGMA- R.0161 ::07 for additional infot'nation. ;8228.6 jfibeta'ass Side - Hinged Door Unit ' ;Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes i! Impact Resistent1 Yes Design Pressure: +-55.0/ -S0.5 I; Other Evaluated for use in location adhering to tnie Honda Building Code including the Hign Velocity Hurricane Zone, and ..where pressure requirements as determined by ASCE 7, ooes not !exceed the design pressures listed. 12' -0" x B' -0" max nominal 'size. Hurricane protective system required in HVHZ, but not ;required in the Wind Borne Debris Region. Sere DWG- MA•FL016I ;.07 tor additional information, 1 .8228 .7 Fioerg,ass Sheer n nge.d Dour Uriit !limits of Use l: Approved for use in HVHZ: Yes Approved for tine outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.0/-52.0 Other; Evaluated ter use in locations adhering to the Florida Buitding Code including the High Velocity Hurricane Zen., m1d where pressure requirements as determined by ASCE 7, dies not exceed the design pressures •sled. J2' -0° n 6' - 8" max nominal size. Hurricane protective system required in HVHZ, but not , requred in the Wind Borne Debris Region. See DWG- FI.016.- �07 for additional information I 8'.0" Opaque Outswing Single or Double Door w/ or w/o Sidelites CertiNution Agency Certificate t • F18228 R) c: CAC 1110o6900.gai 'Quality Assurance Contract Expiration Data Installation Instructions .F18228 14,2 4 Apcf}pr Details 80 ()pantie nr1f ver!fied By: National Accreditation & Management Institute, Created by Independent Third Patty: ;Evaluation Reports Created by Independent Third Party. i `6• -8' Glazed Inswing Single or Double Door w1 or w/o Sidelitei. :Certification Agency Certificate J1 8{Z!t R2 r rAC 0,100h90D -ode ;quality Assurance Contract Expiration Date :Installation Instructions f18 ?2H RZ 11 Anchor Detail 68 qtazed.udt Verified By: National Accreditation & Management institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ;8228.8 ; Fiber !Fiberglass Side-Hinged Door Unit 6' -8" Glazed Outswing Single or Double Door w/ ur w/u 5idctites .Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impart Resistants Yes Design Pressure: +55,0/ -55.0 : Other: Evaluated for use in iccatiuns adhering to the Fonda Building Code including the tsigh Velocity hurricane Zone, and where pressure requirements as deleinened by AS(:E 7, doer; not exceed the design pressures listed. 12' - 0" x o' - H" MAX rwrnindi ; size. Hurricane protective system required in HVHZ, but not ; required in the Wind Borne Debris Region. See DWGMA- FL0162 - r07 for additional information, 8228.9 fiberglass Side - hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: r40.u/ -45.D Other: Evaluated lur use In IouaRuns adhering to U,e Flin;d.+ ;Building Code uiciudirtg the High Velocity Hurricane ?mtE, and ;!where pressure requirements ax determined by ASCF 7, Juus not :exceed the design pressures listed. 12' -0" ; 8' -0' near nominal ;site. Hurricane protective system requited in HVh7_, but nat - required in the Wind Borne Debris Region. See DWG-MA •FL0163- :07 for additional information. 8228.10 ;Fiberglass Shce- tonged 13001 Unit -Limits of Use i Approved far use in HVHZ: Yes : Approved far use outside HVHZ: Yes ' Impact Resistant: Yes Design Pressure: +43.01 -47.0 f Other: Evaluated for use in locations adhering u, the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCF 7, does not exceed the design pressures listed. 12' -0" x 8' -0" max nominal !size. Hurncane protective system required in IiVIJZ, but not ,required in the Wind Borne Debris Region. See DWG- MA- FL0I63 07 for additional information. Certification Agency Certificate Ft 8M ?8 (42 C CAC NIDD69JJ0_odf, Quality Assurance Contrail Expiration Date Installation Instructions fi,8228 82 11 Anchor Detail 68 Glazed.odf Verified By: Nation& Accreditation 8i Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8' -0' Glazed Inswing Snngte or Double Door w/ or . w/o Sidelites Certification Agency Certificate F1-8228 R) r CAC N1006900 -odf Quality Assurance Contract Expiration Date Installation Instructions FL$728 R) 11 Anchor De ;ails B0 ylaaed.odt Verified By: Nation.+ Accreditation & Management Institute, Created by Independent Third Party. Evaluation Reports Created by Independent Third Party • '8' -0" Glazed putswlny Single or Double [loot w/ or w/o Sidelltes Certification Agency Certificate FL822ft RZ C CAC NtOn69np -odf Quality Assurance Contract Expiration Dots Installation Instructions FI I)22R R2 Il tin( 1nr Details 80 Glazed_ndf Verified By: National Accreditation & Management Institute, Created by Independent Thlr0 Party. Evaluation Reports Created by Independent Third Party: • •• ••• • • .".• • .•a-•• • • • • ••• •• • • • •• lOCA AdmursKeti•e • • • • • Department of 44punlnr Affairs: • • Mathis 8utldfteg bode anikt! • • • • Codes andit darQ • • • t55S Shomard k epurrevara • • • • • ••• • • • • • • • ••• • • • • ••• • • http:// wow. BOridabullding. 0rg/ pr/ pr_ appdel. aspx? param= wGFVXQwtDquftCwaMNtp3TglbvStmXF .14 %2b1TXTn\VGGEa %3dL1J3i, 1009 29:S8 Ptvl� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • Florida Budding Code Online Tallahassee!, Planda 32 399 -21 00 (850) 487 - 1824, Fax (850) 414 8436 2000- tt)U5 The State of rlonoa. Ail rights reserves. Coovnuhtgoo Disclaimer Product Approval Accepts: • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • •• htip: / /www.floridebuilding.org /pr /pr_ app__ dtl. aspOparam= wGEVXQwtDooftl waMPtp3Tal0vSttnXE.21404111 4:14 434:731;2009 P:29:58 PMT • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE OF cornea's Adv'mi 01929 sJ46Er ¢ RATE OF BMW CE 710N - NOM RP 3./..• X3..3 TEN t ; STRENGTH* _ ASTM 0636 -7 tow SE'.F SIMON MP Adv'mi 01929 603 'F > 650 F RATE OF BMW ASTM x635 0.79 80441 SIKH aomory ASTM 02843 48.9% TEN t ; STRENGTH* _ ASTM 0636 -7 tow SELF OMR MP MOO 0192E P 660 'F > f0 'F RATE OF SURIONC ISM OEM ' 1.10 N/esta SONE DOODY ASTW 02 043 89.571 TENSILE STREWTH. ASSN O630 N -7.460 OFF 7F3, 7, -. .y =i7. "..r,': - '7t � 11Ns =.:: a , +85.0 AILEMZEILEIV _ 112k1INCOHICIErer FINE in lc ! i'g'7l cv- rw -ice . _ C kf x a xx O x0 DESIGN PRESSURE RAMC 70B15%OF PRESSURE old - 5O Design • •• • 8 1/5/07 N. T.S. ••• • • • sw5 .• SIDE-HINGED FIBERGLASS DOOR MIT B' DOUBLE DOOR WITH / WITHOUT SKIEUTES faKTRAUKTES 1 EVALUATED 1 USE IN =ATMS MORO TO THE FLT TIMM OCICE MO MORE PIROSSURE REOUPENENTS AS DETERMED $Y ASCE 7. AMU/ DESIGN LOADS FOR AND arms STRUCTURES. DOES M6* Ede 111E DE RI PRESSURES USTED. 2. TARN DISTAUED RA THE MO /0-0MIY (SHIM RS) HURRICANE PROMOTIVE IS MIMEO. SYSTEM ►+u {►�ae3. 3 144104 66STAILED IN TM WIND-BORNE OE X88 REIM, 0103.4 11016 THE RA24 VELOCITY HISNOCAVE ZONE (+NNZ). NIMICANE FRQTECU6E 5157 1 5 MOT Tim ON OPAQUE FAROS OR RAMS TI604 %NWT MASS, MR aS REOUWED ON ;NNW WITH Nom-omrier oLosS. 4. POLTUREINATIE 0086 FLARE smart am or 50 ARO SMOKE CELIELOPED PM OF 60 PER ASIR E84 POLTSORENE CORE RAE SPREAD MIX OF 15 4140 sae 006L0 aemmonto DIGER OF 115 PSI ASM E54. 5 PLASIT S TEST66G OF FIBEFICLASS FACING: DESCRIPTOR DESIGNATOR RE SILT 6 Pt4SLCS TESTING OF LITE FRALOE MATERIAL TEST DESCRIPTOR DESIGNATION ROW e COMPARATIVE TER99.E STIa£T4GtH AFTER WEATHERING 4500 HOURS XEFON ARC ltEll+07 rio R .12GOLEALIOLLKI SII4G7 P DOOR UNIT JF1TH Sm73 67 21' Max - - OELO. 36.375 MAX. PANEL WDIR W /ASTRAGAL 00t/B!g DOS IINI7 ay/ l U °ft _ 5414611 0009 UNIT 8 /5IDE! RES WHERE 140" R∎UL MOLL FOIE SRI 37.5 M4X. FRAME 1490710 110 LMT W /5tB2 •_ • CN O:3 Oa • 1;, W ••• J•• • • •••4 Z • •..• ujI..�.I • k x •.• • • 81t O •• O � • • TSB••••• P.. • • •• . .•.• .• U • • ••• • • • • •. •• 40 • '• ••41• as_ •.... • "DM —POD DOE /5/a7 •••;• O fTML 1. 375" oosz1 #10 x 2; #10 x 5/8' #10 x 5/8' #10 x 2" T DETAIL t�h'aVfW G THRESHOL13 QJTSW1NG THRE S O1 D #10 x 3/4" #10 x 3/4" HIGH OAM OJS THRESHOLQ DuAL_r_esmaridL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0 530° JemicAum 124 MOWED I TYPICAL GLAZING DETAIL IMPACT RATED GLASS 8 SEE MEAL �, b o v 1 1 17 .7f TYPICAL GLAZING DETAIL, NON — IMPACT GLA$$ • • • • • • 9•••1 • • •• e• SODOM • C" • • • • •:s •• • ASTRAGAL RETAINER BOLT HOLE MUST BE GRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375' THROW DET41L. "F" ASTRAGAL, gs X 1-1/2' PI6 • • ••• •• • c 0 si to 81 •••• • 2 �}i•••is }. Q O1 • •— off !•••. • • • N-1•••• � cI• 1 • 1. KWIWSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. SEE OETAIL "" go1T 2 PTDCHMEN DErAjI. I. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E RUPP, PE (FLORIDA #15935) WiTH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. .IAMB, HEAR. AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 1.s0" ui+ 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI%AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY r0 TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 111 LBS 'TYPICAL ANCHOR INSTALLATION 4 -9/16" MIN JAMB HARDWARE S • • � •••• • • •• • N • 1 ._ if ,••• • • W ` w ••• rr • � 1• • wad • • .... 0 I • N-1.••• • • • ammo m owe- +0— acrsa -o7 • • • • • • • •