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WS-08-1414Inspection Number: INSP- 102615 Permit Number: WS -7 -08 -1414 Scheduled Inspection Date: August 11, 2010 Inspector: Bruhn, Norman Owner: OTHMAN, NASSER Job Address: 173 NW 92 Street Project: <NONE> Miami Shores, FL 33150- Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments August 10, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number ()_ Parcel Number 1131010330990 REPLACEMENT OF 12 OPENING TO RECEIVE NEW IMPACT WINDOWS vassea / �� 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- 93680. CREATED AS REINSPECTION FOR INSP- 91078. No one home, no access for inspection. No permit available. 8/28/08 CG cc Page 1 of 20 BUILDING PERMIT APPLICATION FBC2O \ Permit Typ - d . . I: DING ROOFING Owner's Name (Fee Simple Titleholder) 1 QLO { ram ` Phone # Owner's Address :. Nti City PS h<c State :-.� . Zip 3 .l Tenant/Lessee Name . Phone .# Email Job Address (where the work is being done) ` \ City Miami Shores Village. T County Miami -Dade Zip. FOLIO / # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name At. ck-i u f'u'r i�°! .5j Phone # r''5 - PEN.5 ? 4 - 7 Contractor's Address 0 54(0S Nit.) f O ' 1 1 r ti PJ (ey i PC (. 7 City: , State L. Zip Qualifier Name S L 4 C,.L,°% - Phone # '.5o7 - ° : aTa :� State Certificate or Registration No fssooR87ertificate ofCompetencyNo. Contact Phone E -mail Arcltitect/Engineer's Nance (if applicable) Phone # Vaine of Work Value of Work For this. Permit $ Type of Work: [Addition Describe Work: *********,4************.************* � �r * * *44 * *44: * * *: * * * * * * ** *1414 * * * *** * *.* -�� Submittal. Fee $ .. Permit Fee .$ rr-��0 . W • CCF $ CO /CC, $ Notary $ 1Vliami Shores Village Building Department 11' 3 10050 N.fi 2nd Avenue, Miami Shores, Florida 33138 Tel; (305) 795 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 [Alteration Training/Education Fee $ [New 0 Repair/Replace E BY: ~- J' �( / /A Permit No.VVSO X41.4 Master Penult No. Square. / Linear Footage Of Work; ®, Demolition Technology Fee $.: Scanning $ Radon $' DPBR $ Bond $ Double Fee $ Violation date; Structural Review. $ Total Fee Now Due $ 21:0 , ( D See Reverse side -->, ANK, Bonding Company's Name. (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Signature I X APPROVED BY (Revised x711 -01©7XRevised :06)10 /2009) Owner or Agent Contractor The fo egeing instrument was ac owledged bef e'this The foregoin instrument was acknowledged before me this2 e day , 20 by , dad. of , 20. /a , by )0S eillACP,Attki6 who r perso ,' l 0 1 to me or who has produced who is personally known to me or, who has produced $ identification and who did take an oath, as identification and who did take an oath: NOT e' ' UBLIC: ` NOT L ; y �blic Sfate 'Fion e IP 4 04 ML Mena ` . • ISS �n� s ' o Sign: /. ,.�.. . Sign: . Prin Print: M : Commission Expires: "��;�°�, :,, ✓ a,� My Commission Expires: o ssss n er a � 1: 1533 CF/ (2 Plans Examiner Zoning. Engineer Clerk checked Zip Application is hereby made to obtain a•perrnit 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 property is s, t to .attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site:: for the first in section icii occurs seven (7) da s after the building permit is issued:. In the absence of such• posted .notice, the .inspection will �,1 be appr ved and a rents do will be charged. ec. 0 0 Signature ic f ' OLICY PERIOD INDICATED. MACH THIS CERTIFICATE HMS. EXCLUSIONS AND CONDRmONS NOTWMISTANDING MAY BE ISSUED OR QF SIIOH UNITS FJACHaccURRENCE 1 FEE DAMAGB Noma Dm) 5 MEO EirP Oven prim PERSONAL &ADY MEERY $ ORAL ADOREGATE R PRODUCTS- COIWIOP AGO 6 Oi NA a 7 MOAT MAMY (Pr pimm $ Per =Owl, OE PROPERTY (Pk udders) s A I=TO ONLY_ rAAccc$NY 4 A044 mime $ A QSR.Y: AQ3 s EACH OCCUR /EWE $ AMMEQATE $ 1 $ EL. EACH ACCIDENT $ ` 100,000 Ex. O - EA Emma $ 500,000 EL. Mum- mmicYLIMM $ 100,000 A ACORD.,„ CERTIFICATE OF LIABILITY INSURANCE °MTh I°°^T) PRODUCER Wells Fargo Insurance Services 9/21 THIS CERTIFICATE I8 ISSUED AS A MATTER OF INFORMATION 3225 Aviation Avenue ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami ALTER THE COVERAGE AFFORDED DY THE POLICIES DELOW FL 33133 mum J.C. IMPACT SHUTTERS & GLASS INC. 9465 NW 109 STREET BAY 107 MEDLEY COVERAGES COMMERCIAL GO MEL LIA IUTY CLAIMS MADE OCCUR G1WL AGGREGATE LENT APPU ES pm; POLICY AUTOWmazumany ANYAuro ALL OWNED AUTO$ salmi= AUTOS miTED Amos NONDAUTOS QARAOELIRpr I NWNnD (305) 443- -4886 EWERS LIABILITY OCCUR ❑ CLAIMS MADE E f EimoN s MOWERS $ P ' , 'f0" AND CERTIFICATE HOLDER VILLAGE OF MIAM/ SHORES 10050 NE 2 AVENUE MIAMI 50/50 3Jdd FL 33178 -0000 THE POUOIES OF INSURANCE LWTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT A FAR THE MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I8 SUBJECT E THE POLICIE6. AGGREGATE LASTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM& 1 s TIM M, PousYBo11m GENERAL LussiLnY WC001009889 oBCRIPTION OF oPERATION BY F.1IDORSEMENNEPEpAL PROVJSfONs maxamammausnam CANCELLATION FY, 33138 ACORD 26.8 (7197} U.t - 1400 by Um LP LPWMMDIpI0M11 - 14;030yUser 1LSZI3llfHS1SdWIDt 1NSure n i Insurance Co Of The State Of PA ammae mums 0; mum= SURER e 8/2/2009 INSURERS AFFORDING COVERAGE 8/2/2010 DHOW.AANYOF TEE A POLIMPD BE CANCELLEIDERNEETRE EXPEATRIN DATE TNEAEOF. THE RIMING MUM TALL ENDEAVOR TO MAIL 30 DAB warms NOME /a Tim caRTWICATE pig LEFT, mymonTo DoSDSNALL arose NO OBLIGATION OR LLIEM IY of MTV END yell ME INmR, ma AGENTS on REPRESENTA WES. AUTHORS REPRESENTATIVE PORATION 1989 PFv1A3 E86168850C EZ :ST 0t0Z /6Z /L0 covlehr CERTIFICATE OF LIABILITY INSURANCE 1PID YAx Ac Morrie & Reynolds Inc. 14821 South Dixie Highway Miami Ft. 33176 Phone;305 -238 -1000 Fes:305- 255-9643 MIRED J.C. Impact Shutters 6 Glass, t Inc. pphh E5 a Healey Fts 3 � 8 i09 Street, #107 Village of Nisei Shores 10050 North East 2 Avenue Miami Shores FL 33138 ACORD 26 (2I109101) 5000 39Vd VNITAMIS IL SZI31lflHS1SdW I SI' 05 18 10 77118 CATEI$1880 .c A TTEROFI 0 TI•N NOT AMENN HOLDS THIS CERTIFICATE E OO S CERTIFICATE EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE IN$URFRA Colony Insurance Como= INSURER B INSURER C: INSURER D: INSURER E COVERAGES THE TOM ER OF IN:WRANGLE LISTED B Lbw HAVE MEN ISSUEDTO THE IMSURSD NAMED ABOVE FoR THE POLICY PERIOD iNDICATE.D. NOTWITFEETANDTNG ANY RR:NH(1EM NT, TERM OR CONDITION MANY CONTRACTOR OTHER DOCHMEEnrrr WITH RESPECT TO WHICH THIS CERTIFICATE MAY ES 16aJED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE PO LICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND common* OFSUCH PQUCIE8. AGGREGATE LIMITS SHOWN MAY HAVE BEEN RENA= BY PAID CLAIMS. The ACORD name and logo are registered narks of ACOIW Ali rights reserve!. DATE 4101 TDCyyyh NAIL 39993 GL3634600 R S 'i0 7 "*JI'l 05/13/10 0 EACH OCCURRENCE PREMISE (faeoo,renon) MED E P (Any one moon) PSR$ONALa INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG BODILY INJURY (Perpefeen) AUTO ONLY. EA ACCIDENT $ 1 000 000 $100,000 $5,000 $1,000,000 $2,000,000 $ 2 000 000 EXCESS! UMLWEU A LIABB-ny ■ occui E3 CLAIMS MADE DEDUCTIBLE RETENTION f CERTIFICATE HOLDER CANCELLATION TORY Ut E.L. EACH ACCIDENT $ EL DISEASE - EASMPL,OY 5 EL DISEASE - POLICY user E SHOULD ANY OP 'MEADOW DESCRIBED POUM$S Ele CANCELLED BEFORE res swamps DATE THEREOF, THE ISSUING INSURFat WILL ENDEAVOR TO MAR 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TOME LEI; BUT FAILURE TO DD SO SHALL mesa NO OBUGA1ON OR LIALIRTTY OF ANY Mb UPON THE mama, U5 AGSMS OR RFPRES PJYATA/ES. E86I6885OE EZ :SI 0I0Z /6Z/L9 CT B t. • ConstrualInn Trades Qualifying Board BUSINESS 'CERTIFICATE OF COMPETENCY 04BS00887 C IMPACT SHUTTERS & GLASS INC .FD.B.A.: /1420a) ANALS JOSEPH s certiSsd under the provisioned' Chapter '10 of Miami-Dade County, • a • 1 QUALIFYING TRADE (S) 0023 GLASS & GLAZIN, 0029 METAL AWNG & SHUTR inird0 Gamt. %E. Sairelary of Ihe Board Afel.iW /AA latual.Dols Ow* Mans eV pope* ddits Wen. Wffoxiarridluta.proluttVnecoje 50/Z0 3JVd 04BS00887 • .. J C IMPACT SHUTTERS & GLASS INC ANALS JOSEPH Is certified under the provisions of Chapter 10 of Mlami -Dade County CT M • .. Construction : .8 • . BUSINESS CERTIFICATE ICA E OP COMPETENCY • ILSd3lIIlHS1DdWI3r !! .I E86168850E EZ :9T 0Z0Z /6Z /L0 07/29/2010 15:23 3058891983 JCIMPCTSHUTTERS7T PAGE 01/05 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 93130 RECEIPT NO. BUSINESS NAME / LOCATION J C IMPACT SHUTTERS & GLASS INC 9465 NW 109 ST OWNER :J C IMPACT SHUTTERS & GLASS /NC SEE BACK - OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMEM REC 02280130002 00pZ00.00 IiIS.lS f�1OTA 81U',:'. D0 .?MRdC`1" OLA S INC ' 46.5•. NW` 110Q.'. T. . . . • . :103 1113•• M' . . • • 0. j ,st- u1TTERS:. R.•GI:ASS •'INC 19G'.SPCIA�TY; BUILDIN @,•CONTRAC'TOR arc ntOY Ia An 7 N. �s �.og S c r • oowrrlsaX ••' 40.4 !2009• 'aaaO• 3;0 SEE OTHBR SIDE 2009 MUNICIPAL CONTRACTOR'S 2410 TAX RECEIPT MIAMI-DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10.24 EXPIRES SEPT. 30, 2010 THIS IS NOT A BILL — DO NOT PAY 30 1316512 CC NO: . 048S00887 'WORKER/S. DO NOT FORWARD SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD J C IMPACT SHUTTERS 8 GLASS INC JOSEPH CANALS PRES 9465 NW 109 ST *107 MEDLEY FL 33178 5 . jratliitltt h.n .��s1. �.r1diMa.�adu . RIOT;. e ar: '•.. • '• ' ' `_' .: a .RENEWAL .• •' •••• , ItECEIPT • • s• .. . 13165 CC :*.- ..0.4:BS :' , . J C IMPACT SHUTTERS & GLASS INC JOSEPH CANALS PRES 9465 NW 109 ST *107 MEDLEY FL 33178 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 f. tL8 PoSt.AOE.. • PA 1A01" ':Na:?4 Inspection Date: December 18, 2008 Inspector: Bruhn, Norman Owner: OTHMAN, NASSER Job Address: 173 92 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments Wednesday, December 17, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 u Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number ()_- Parcel Number 1131010330990 Lot: Page 1 of 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 91078. No one home, no access for inspection. No permit available. 8/28/08 CG cc 0 4f( tychf Aggee. 4 " p �,�. t re / Cote ilestaivvi. , ,444 / S ' , 's ik,eo €i • 40"- /eked Ad/ bfg C PAoule, h2vlle 4 /cAwd I4r1r Failed QIfLi Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 18, 2008 Inspector: Bruhn, Norman Owner: OTHMAN, NASSER Job Address: 173 92 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments Wednesday, December 17, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 u Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number ()_- Parcel Number 1131010330990 Lot: Page 1 of 1 REPLACEMENT OF 12 OPENING TO RECEIVE NEW IMPACT WINDOWS Passed l ' / Inspector Comments (S I ryl AO, S 5 ) e 9ttuoitit v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until .................... .................... Inspec i€ Inspection Date: 08/28/2008 Inspector: Grande, Claudio Owner: OTHMAN, NASSER Job Address: 173 92 Street NW Project: <NONE> Miami Shores, FL 33150- Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments Thursday, August 28, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Q_ Parcel Number 1131010330990 Lot: Page 1 of 2 Project Address 173 NW 92 Street Miami Shores, FL 33150- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Building Department Copy Friday, August 8, 2008 Address Contractor(s) Phone JC IMPACT SHUTTERS & GLASS INC Cell Phone 414 t'do 4Y%?t#Ctr P PROVE() Expiration: 02/04/2009 NASSER OTHMAN 173 NW 92 Street MIAMI SHORES FL 33138- Type of Work: WINDOWS No of Openings: 12 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $220.00 $12.00 $5.50 $241.50 Total Parcel Number 1131010330990 Block: Lot: $ 0.00 $ 0.00 Payment Type: Authorized Signature: Owner / Applicant / Contractor / Agent Phone Amt Paid I Amt Due $ 0.00 ti1113 Q 6 PAID Applicant NASSER OTHMAN Available Inspections: CeII Inspection Type: Shutter Attachment Window Door Attachment Final Final Shutters 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 August 08, 2008 Date 1 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): $ Value of Work For this Permit q 2 2, 9& Type of Work: ❑Addition Describe Work: Total Fee Now Due $ (Continued on opposite side) IVilami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Owner's Name (Fee Simple Titleholder) Owner's Address / 23 NW 9 2 aired- d City , i a fri 1 State R. Tenant/Lessee Name Phone # Job Address (where the work is being done) / ki q 2 Si-reef City Miami Shores Village County Miami Dade Zip 33/50- 2 22 3 Is Building Historically Designated YES NO Phone# M5°' 756,- 09 55 Contractor's Company Name i e 0 Lac t Sh (j s Phone # 3 05 .8(03- U 7 Contractor's Address ' 5 11 /09 S 1- City in ifCl l'Z°ic/ State Ft Zip 33 /73 Qualifier Jos ep h Clan- aJs Architect/Engineer's Name. (if applicable) Phone # 4A ONew O Repair/R ce 0 Demolition mpA-or At /U_. CCF $ 1 5 '00 Technology Fee $ Submittal Fee $ Permit Fee $ Notary $ ' "— Training/Education Fee $ Scanning $ 12.'O() Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Plumbing Permit No. l/ L M 414 Master Permit No. Mechanical Roofing zip 3315) 2223 Square Footage Of Work: CO /CC 3 -SO JUL 3 0 2 oe BY: 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 FIPCTRICAL 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 in ;.e ''n which occurs sev (7 <.. after the building permit is•i . , d In the absence of such posted notice; the inspection wil of be . pproved an ill be charged. AP Signature , A � � Signature s _ 10if ` � Owner or Agent Contractor The foregoing instrument was acknowledged before me this /5 The foregoing instrument was acknowledged before me this /j day o e 20 43, by £W75/ V7 /VY((.SSer , day of d�� , 20g by j(»/)i thoa i , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL : ®tary Public State of Florida Adrian mmission DD631533 0, of Expires 01121 Sign: Print: My Commission Expires: Cho 12/15/03 NOTARY PUBLIC: Sign: Print: My Commission Exp My Commission DD631533 or *IP Expires 01/21/2011 * * ** * ** * *, * *** *** *** *** * * * * * * **** * * * * * * * * * *** * *, ter *** * * * ** * *** * * *** * *, ter******* * * **** * * * * * * * **** * *** * ** *a* (Certificate of Competency Holder) State Certificate or Registration No. Certifier e of Competency No. ate P Notary Public State of Florida * * * * * * * * * * * * * * * * * *e *,*** * *** * ** * *** * * * * * * *** * * *** * * * * * * ** * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: f 4 Ij / Plans Examiner _ Engineer Zoning FERMI' NO NOTICE COMMENCEMENT A RECORDED COPY MUST DE STATE OF FLORIDA: COUNTY OF MIAMI -DADS: rids designated ir date of this oti O1r211 t THE UNDERSIGNED herseby gives' property, and in accordance with C is provided in this Notice of 1. Legal description of prop fyrtanyi 3 2. Description of Irnprovernent;i 3, Owner(s) name and add Interest in property: Name and address of foe aim 4 Contractor's name and ad 5. Surety: (Payment bond Name and address: Amount of bond $ S. Lender's name and address S. In addition to himself, 4rvn in Section 713,13(1Xb), Florida;'. tatutes. Name and address: n ure Print Owner's Nemme Swots to and subscribed Notary Public Print Notary's Name My commission exolras: 28.111 1444E 10/94 {r • d t. ON TR JOO. SITE AT TIME OF FeasE i1aP1:G1'1o11 TAX FOuc, NO, 1a� 0 Po 03 0 0 tics that impro ernertte will be nude to certain real er 713, Florida Statutes, ;ha following Information and streeUacdress: ti 5 N q 2 S `ec'k- -2 * - h r i a n 1 S r -6l ..c - rte9e F'.. 3 ., 2228 titleholder: al by owner from contractor, It any) tDA, COU 7. Persons within the state of provtded by Section 713.13(1) Name and address: CJ�.S 1 6111111111111111111111111111 min Ago rtri P' XEi3 13Cti3S1d1 dH designates the following person(s) to receive a copy of the Llenor's Notice as provided ncement; (the expiration date is 1 year from the date of recording unless a \ Prepared 3 me this day of 3u ``-i — 2004 ClF N 2O i8Rgr SP29t. 5' DR Bh 264E6 ris 33761 Oils) RECORDED oVlaJ200s 14:22:38 HARVEY RUVXliP CLERK DE ;:DIRT i1MAt1X -GAGE COONTYr FLE3RZD4 LAST RA(eE N Pr'" other documents may be served as lAddra WdLO :* 8002 81 tnr 1 Customer Detailed r Ship To Line # Description Size : 5 5 x 50.6?51L_.. - Frame Type : Flange Glaze Type : Outside Glaze Calculated - : 80.30 Label: SHGC : 0.78 Energy Star : Does Not Qualify 002 Picture Window Series 6000 & 6001 Description: ALUMINUM PI Configuration: 36.500X 50.6 Size : 36.5W x 50.62511 11rame Type : Flange Glaze Type : Outside Glaze Calculated - : 135.00 Label: SHUC : U. /8 Energy Star : Does Not Qualify 003 Picture Window Series 6000 & 6001 Description: ALUMINUM PICTURE WINDOW Configuration 73.500X 50.250 FL Size : 73.5W x 50.25H Frame Type : Flange Glaze Type : Outside Glaze Calculated - : 77.20 Label: sHCic; : 0.'18 Energy Star : Does Not Qualify 004 Casement Series 640 Description: CASEMENT SEWS 64Q__ Configuration: 36.750X50.625 W /CLR Size : 36.75W x 50.625H ge Frame Color : White Hinge : Left Hinge Custom Fixed Across : 0' Custom Sash Down : 1 Calculated DP - : 90.00 008 •. .776 '1 Li 001 Picture Window Series 6000 & 6001 Description: ALUMINUM PICTURE WINDOW Configuration: 54.500X 50.625 FL W /CLR T3/16 0 Jo ao® oe ®aoeeaa -m- Customer Ship To -# 011927 -1 J C IMPACT SHUTTERS & GLASS 9465 NW 109TH STREET SUITE 107 MEDLEY, FL 331781234 Phone# (305)863 -2727 Fax# (305)889 -1983 Ordered : Size Type : Tip -To-Tip Outboard color : Clear Colonial Style : No Colonial Certification# : 06- 0601.02 Label: VT : 0.84 What side to Mull : View from Outside Ordered : CTURE WINDOW 25 FL W /CLR T3/16 0 Size Type : Tip -To-Tip Outboard color : Clear Colonial Style : No Colonial Certification# : 06-0601.02 Label: VT : 86 What side to Mull : View from Outside Ordered : 2 3 W /CLR T3/16 0 Size Type : Tip -To-Tip Outboard color : Clear Colonial Style : No Colonial Certification# : 06- 0601.02 Label: V What side to Mull : View from Outside Ordered : 2 T3/16 X LE BC1 Size Type : Tip -To-Tip Outboard Glass Color : Clear Hinge Type / Orientation* : Egress Custom Fixed Down : 0 Screen Type : 18x16 Charcoal Certification# : 08 -0117.12 2 4- • r rrame Col r : White Glass Typr :: 3/16" Temp Calculated + : 80.30 Label: U -Fac o - fiZ02 COG: V P+, use for Turtle Code) : 0.89 on (OSLI) : X : 3/16" Temp Frame Co r : White Glass T : 3/16" Temp Cal - + : 100.00 Label: U -' - 'r: 12 COG: VT use for Turtle Code) : 0.89 F r a m e , 1 . r : White Glass T :: 3/16" Temp Cal Label: U - actor : Luz ' COG: VT for Turtle Code) : 0.89 ••• • 00000 • • •...• • • .•••• •••• • .•.. • • •••••• • DEPT APIM tri 0 Glass T SUBJECT TO ss:1 es Village VOW ALL DATE STATE AND COUNTY RULES AND REGULATIONS ••••••1 • 005 Casement Series 640 Description: Coiguration: 73.500X50.500 W /CLR T3/16 Size; 73.5W x 50.5H 1•rame Color : White Hinge Type / Orientation' : Egress Custom Fixed Down : 0 Screen Type : 18x16 Charcoal Certification# : 08- 0117.12 Size : 18W x 38.875H Frame Color : White Glass Type : 3/16" Temp Lock Quantity : 1 Glass Type Sash : T3 /l6 Certification# : 06-0 70604 Label: VT : 0.74 Send: : Complete Unit 007 Horizontal Roller Series 201 Description: HORIZ ROLL SERIES 201 Confguration. 46.500X23.500 0 W /CLR Size : 46.5W x 23.5H Frame Color : White Lock Quantity : 1 Send:: Complete Unit Certification# : 07 -0214.17 NFRC Label: VT : 0.73 Ordered : XX E BC1 Size Type : Tip - To-Tip Outboard Glass Color : Clear Handle Type : Standard Handle Custom Sash Across : 1 Calculated DP + : 70.00 006 Single Hung Series 4000 & 4001 Description: ALUMINUM SINGLE HUNG Configuration: 18X38.875 FL W /OBS T3/16 1/ ID 1 Ordered : 1 Size Type : Tip - To-Tip Frame Type : Flange Colonial Style : No Colonial Screen Type : 18x16 Charcoal Calculated + : 56.70 Label: U- Factor: 1.088 COG: VT (use for Turtle Code) : 0.89 What side to Mull : View from Outside T3/16 XO 1 Size Type : Tip - To-Tip Ordered : 1 Outboard glass color : Clear Screen Type : 18x16 Charcoal Calculated + : 56.00 NFRC Label: U Factor : 1.13 COG: VT use for Turtle Code : 0.89 Config Glass T Custom • • •• •• •.•••. on (OSLI) X}t : 3/16" Temp' • F ixed Across! b Custom ash Down : 1 Calculat I DP - : 90.00 Confi XO Glass Ty Style : N Calcuiat NFRC En a S : 3/16" Temp Colonial 90.00 1:'3RZft : 0.69 : Does Not Qual •.. • • • . ■•• • • • .• • • ••• • • • .• • .•..•. - • • • ••• • • • • •• •• Config on(OSLI) : Equal Lite 0 • color : Obscure Lock T • : Sweep Latch Glass T = Fixed : T3/16 Calcul - - : 90.00 Label: S GC : 0,70 Energy : Does Not Qualify •••• • • •..+L,- • •••• • • •••• .. • • • • •• • on : Left Moving - Right Fixed - • . • • ••.••. • • .••.• • • 00000 0 00000 • • • 00 0000 • • ••••.• • • kkuttion 1' x544. oc,-0(00 1 , 'P d0000 54.5 460.6 4 (8 6 - GtitSS L 07 7 cc� v. 3 . s -4.17. Z- 0_ 77.26 C( . O'2 CL 3//4 644 yit P GD (90 °coo 2 5 X S40•6zr 1=D / .0)04 7V 18x 3e, 875 SO 4000 4/4ss • 0(00 go � o � - 04 - S 0 GOCo 5 677 Sax 56.6 5 OS - 0tI"7 /J- C , k s +70° 90 s c6etsS 5 (0 /Cr` �LQs'f •. •• • .••- • 042) _01 Oa 1 C b � co, zo b° 36.g x . (02f 0000 Coe) I OZ. ov -13c-- Cl/Cs/ oe q e( � 3�lL LID boo° T ••• • 1 5471./ ffa.6. • ri i • • '� . • • G • • '•. ••• .• •• •• •••• • - •••••• • RAMMS ENGINEERING INC Kd =;'; :;: 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILaIN,G.0 CODE•2Q04 ••' Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-02 EXP 3SURE C • • • • • DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPII ••••• • . " • • •••• ;•• • Interior & Exterior Zones (4&5 - Walls) Positive Pressures • • • • • • • • • • • Exposure C For the 146 mph Wind Zone • • • Height (M - .*,:, J O Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 J 40 50 . 60 1.0, 0.95 0.92 0.89 0.88 0.86 ililit ' 1 52.3 50.8 J 49.8 49.0 48.4 . 55.3 - 1 52.7 51.9 51.2 25 60.5 I 57.8 56.2 ( 55.1 54.2 53.5 30 63.1 I 60.3 58.6 1 57.4 56:5 55.8 40 67.0 64.0 62.2 1 60.9 60.0 59.2 50 70.2 1 67.0 65.2 1 63.9 62.8 62.0 60 72.8 1 69.5 1 67.6 1 66.2 1 65.2 1 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 1 30 1 40 I 50 1 60 -1.10 -1.05 1 -1 02 _, -0.99 1 . -0.98 1 -0.96 15 -59.4 -56.9 1 -55.5 -54.4 1 -53.6 i -53.0 20 -62.9 i -60.3 1 588 -57.6 I -56.8 J -56.1 25 -65.7 -62.9 i -61.3 -60.2 j -59.3 -58.6 30 -68.5 -65.6 1 -63.9 1 -62.8 i -61.9 1 -61.1 40 -72.6 -69.6 j - 67.9 -66.6 1 -65.6 1 -64.8 50 -76.1 j -73.0 1 -71.1 1 -69.8 1 -68.8 1 -68.0 60 -78.9 -75.7 1 -73.7 1 -72.4 1 -71.3 1 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 1 40 50 60 (Maximum) -1.41 -1.29 -1.23 1 -1.19 -1.15 -1.13 -73.3 - 68.4 -65.5 I - 63.4 - 61.8 -60.5 -72.4 - 69.3 - 67.2 -65.5 -64.1 25 -81.0 -75.6 -72.4 -70.1 - 68.4 -66.9 30 -84.5 _ -78.8 -75.5 I -73.1 -71.3 -69.8 40 -89.7 - 83.6 -80.1 -77.6 -75.7 -74.1 50 -94.0 - 87.7 - 84.0 -81.3 -79.3 -77.6 60 -97.4 -90.9 - 87.0 - 84.3 - 82.2 -80.5 Length of End Zone: 10% of least building width or .4h, whichever is smaller but not Tess than 3 feet. (h = mean roof height in feet ). These Tables are not to be reproduced without written permission by Robert Monsour, P AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. / (,/ S t • • • • • •• • •••• • • •••• ••• • • • •••••• • • • • • • • • • •• • ••• • ••• • 'IMM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • �• • • • • • •• � • ..,/,•../. • . • • • . ..... • ••:•• • • •.•• • 1 • CO,�• • •• • • l?- DR1�E`I AGLF t •• • • 1 • 140 FLArestirtritErr, SU$CE 1603 • WARR F OR1DA 3313p -1563 • • . • : • 5) 3752901 TAX (314) 37908 • • ... ...... wwI bm7 igka om • • •• • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AEU (in areas other than Miami Dade County) reserve the right to have this product or material toted for quality assuuance pub. If this productor material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within. their juriediction. BORA reserves the right to revoke this acceptance, if it is determined by Mimi -Dade County Product Control Division that this product or material fails to meet the requirements ofthe applicable builch'ing 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 "F6000" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 550, tided "Ahmninum Fixed Windo*, Ncm', sheds I through 10 of 10, dated 10/24/00, with revision I dated 5/2105, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the lmi-Dade County Product Control Renewal stamp with Acceptance number and expiration date by the Miami -Dade County Product Control Division. Notice of MISSILE IMPACT RATING: None 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 adrrwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically termite this NOA. Failure to fly 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 r Florida, and followed by the expiration date may be displayed in advertising literature. If any portion ofthe 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 11.:111 1 1,, or its distributors and shall be available for inspection at the job site at the request of the Building s n i vial. This NOA renews NOA # 05- 0725,11 and consists alibis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06460102 Expiration Date: September 13, 2011 Approval Date: August 3, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: E -1 • 0 00000 • • • •••• • • • EVIDENCE SUB • • " • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 20294 along with marked-up drawings and installation diagram f aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4340, dated 09/27/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 04-1104.02) 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 202194 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test R No. FTL-4339, dated 09/27/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted ender NOA # 04-1104.02) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11- 03109, dated 8/1/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA # 04- 1104.02) 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL-00141, dated 09/27/00, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA # 04-1104.02) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FI3C -2004, prepared by manufacturer, dated 7118/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98/02 (Submitted ander NOA # 05-0725.11) 2. Anchor Calculations, ASTM E1300, and structural ral analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA # 04-1104.02') Manuel P ' . rrouuct Contrei � , � , NOA No 1* 11.02 Expira,n Dade: September 13, 2011 Approval Date. August 3, 2006 • • 000 000 • • ••.•' • • • •..... • A. DRAWINGS 1. Manufacturer's die drawings and sections. • � • • • • ..... o • 2. Drawing No 550, Sheets 1 through 10 of 10, titled "Aluminum Fixed' utdow 13an • Impact", prepared by manufacturer, dated 10/24 /00 with revision I dated 5/2/05, signed 000000 and sealed by Robert L. Clark, P E. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB TITA• • D. QUALITY ASSURANCE 1. Mann Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -2 • • • 0 00000 • 0 00000 •••••• • •• • • 0 00000 • • • • • • • • •• • G. OTHER 1. Notice of Acceptance No. 05- 0725.11, issued to PGT Industries, Series "F6000" Aluminum Fixed Window, approved on 09122/05 and expiring on 09/13/06. • • • • ••• • • • •• • • • • • • • •• • • •••• • • •••• • • • •••• •• • • • • •. • F. STATEMENTS 1. Statement letter of no financial interest, dated May 30, 2006 signed and sealed by Robert L. Clark, P.E. 2. Statement letter of Code Compliance issued by PGT Industries on May 30, 2006 signed and sealed by Robert L. Clark, P.E. el P � . Product Control =1 NOA No i i , 11.02 Expiration Dec Somber 13, 2011 Approval Date~ August 3, 2006 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. 1.) GLAZING OPTIONS: 3/16" TEMPERED OR I.G. GLASS (3/167, AIR SPACE, 3/167) [1/4" TEMPERED GLASS MAY BE SUBSTITUTED FOR 3/16" TEMPERED] 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 9 OF 10. 4.) SEE SHEET 9 OF 10 FOR ANCHORAGE SPACING AND SHEETS' 5 & 6 OF 10 FOR ANCHORAGE DETAILS. 5.) MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 7.) REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 3853, 4339 & 4340. 8.) F -6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48 "• Maximum Area 31.46 sq. ft. NOTES: NON - IMPACT WINDOWS (TEMPERED GLASS SHTS. 1 & 2) SEE GLAZING DETAILS SHEET 8. 1K Clerk, P.E. PE #39712 Structural A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. 1070 7ECNNOLOGY ORW NOKOMIS. FL 34275 NO seam /Yoder. F -6000 SECTION DETAILS SEE SHEET 5 DETAIL C SEE SHT. 8 PRODUCT msri rn ec u;ro ier:g w:4:1, arc Pau:ass y .fl • • • • aloe • • • ••• • • • • • • • • • • •• • •• •. •• •al • • see 41 Ra 8y. Date: Ragas= _ . - -F.14 5/2/-05 -- - t- Na_ate YG€. mis- skew_ Rend Red 8y. Date: Revisions: F.K. 1/17/05 H —NO CHANGE THIS SHEET Raved 8y. Data Revtafans: • F.X. 1 2/06/ 0 4.0 - 4 0 9•177• 4,4 0 TS �(01 7 • • • Read By: Data: Revisions* • • • • F.K. 10/14, F —A0O G. e re- , . p P ' t& **wave NOTES J.J. 10/24/00 • j . .: • • • • s • • ' • • • • De ELEVATIONS, 3/16 "T & TEMPERED I. G. G/ASS ALUMINUM FIXED' WIelOWP� N41J- I�V1P �Sea Fhea• • ;Drogbp No. • • •' P ico ° MIS. FL .34274 • • ftiTS.'1 arib. ••• J'J'(f QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" #axim -um Area 20:71 -- sq. ft-. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 N EYEBROW 120" x 60" Maximum Area 49.90 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Revsd By: Data Revisions: F.Ir - - 5 /2 /05- F 1- N0. CHANCE -THIS SHEET. Raved By: Dater Revision: F.K. 1/17/05 H — NO CHANGE THIS SHEET Raved By: Date: Revisions: F.K. 12/06/04 G — 00 REGT Er ten* 0116ENVINs Raved 8y: Gab* • F.K. I 14/04 drawn Sy: J.J. 10/24/. �i i ce : •• • • •• nesadpttan: • • s • • • ' ,pada& RE.UN rAi 0616 P7d11LL'CT ROIEsl2D sc ae. 4i_in? %Mb 1&c Merida 6o3tdag Ccdo Aecercaw No TRW ALUMINUM FIXEQ .WJNDQl VON- 11APiA T Series /Medal! • !r .try P.O. 807 1529 • . • 6ra W, • • oKOMLq FL 34274 F -6000. • V AS 2 it? 0 . • • • • 550 • • ELEVATIONS, 3/16 "T & TEMPERED 1.G. GLASS • ••• • • ••• • • • • • • • • • • • ••• • • • • • • • ••••• • •. - • ••• • •• •• HEXAGON 48" BETWEEN FLATS Maximum Area 13.86 sq. ft. FAN 74" x 36" Maximum Area 14.42 sq. ft. NOTES: NON — IMPACT WINDOWS (ANNEALED GLASS 1.) GLAZING OPTIONS: 3/16" ANNEALED OR I.G. GLASS (3/16"A, AIR SPACE, 3/16"A). (1/4" ANNEALED GLASS MAY BE SUBSTITUTED FOR 3/16" ANNEALED) 2.) CONF7GURATONS: 0 3.) FOR DESIGN PRESSURE RA77NG SEE COMPARATIVE ANALYSIS ON SHT. 10 OF 10. 4.) SEE SHEET 10 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 OF 10 FOR ANCHORAGE DETAILS. 5.) MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI —DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 7.) REFERENCE' TEST REPORTS: FTL -2748, 2756, 2758, 3853 & 4340. 8.) F -6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. FULL CIRCLE 048 Maximum Area 12.57 sq. ft. ELLIPTICAL 74" x 36" Maximum Area 14.53 sq. ft. • • d CIe4�, P.� • •P 9 • • • SHTS. 3 & 4) SEE GGAZJNG QUAILS I6HE{T ;�. • • • ••• • • • • / . • • ••• •• j • • ii i •• • • • • • • ••• • • ••• • • • • • • • • • • ••• • • • • • ••••. •.• • i• • • • Maxim Drove DesMpt ELE • • • nr>a • • • ALL • • • tzz(( TECH DRAE P.O. 80. waKOMES, FL )4275 NOKOMES QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ft. OCTAGON 48" x 48" Maximum _.Area ._.13.26 sq_._ ft 1' T INDUSTRIES 1070 TECHNOLOGY ERNE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOM/3, FL 34274 EYEBRO W 74" x 37" Maximum Area 18.90 sq. ft. RECTANGLE 74" x 37" Maximum Area 19.01 sq. ft. PRODIPCP RIMMED us egopkirga da the Mega Br iditag Cods &were= Me Eapie ilke Vale Revsd er 0ata: Reviateme PA 5/2/05 t- NO CHANGE_7711S SHEET_ Red e . Dubin Rartsimur F.K. 1/17/05 H — NO CHANGE THIS SHEET Raved BY Dote: Revision& F.K. 12/06/04 Si- t1PQATW EYSSRON► M j. gitt Paved By: Data! • • R • • • • • rit 1 a 14/04 F .'2EM0 REtt4A J5PTATIONS Drawn Ety: J.J. ° 70/24/d • ..• •• . ••• • • ••• • Description: ELEVATIONS, 3/16"A & ANNEALED I.G. GLASS • Me a ALUMINUM FIX'© •PUINOQIM • •NON— ILt7IP14CT 600 • : • NTS 1 4 fle0 : x • • • 550 P • • ••• • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • •• •• • • ••• • • MAXIMUM HEIGHT SEE SHE 1 THRU 4 SEE NOTE 3 1 1/4 MIN. 1/4" MAX. SHIM EXTERIOR INTERIOR SECTION A —A (TYPICAL) 1. G. GLASS SEE NOTES 5 A INSTALLATION INTO CONCRETE (1x WOOD BUCK SHOWN) 1 1/4" MIN. L CtaAc. P .E. PE 1.9712 Structural 1/4" SHIM MAX. INTERIOR SEE NOTES 5 SEE NOTE 3 1.G. CLASS MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECT/QN B —B TYPICAL INSTALLATION INTO CONCRETE (1x WOOD BUCK SHOWN) EXTERIOR NOTES: 1. MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCHITECTUAL SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES AND GLASS OPTIONS SHOWN ON SHEETS 1 THROUGH 4 OF 10. 2. REFERENCE TEST REPORTS: FTL- 2818, FTL- 2819, FTL -2820, F77.-2748, FTL -2756, FTL -2758, FTL -3853, FTL -4339 & FTL -4340. 3. FOR CONCRETE APPLICATIONS IN MIAMI -DADE USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" TAPCONS (HEX HEAD SHOWN, ALTERNATELY MAY USE THE 1/4" TAPCON W/ #12 FLAT HEAD, C'SINK REQUIRED). 4. FOR WOOD APPLICATIONS 1/4" SS4 CRETE -FLEX OR 1/4" TAPCONS ARE APPROVED FOR USE Q IN PLACE OF 112 SCREWS. 55. WOOD BUCKS DEPICTED IN THE SECTIONS ON THESE PAGES AS 1x ARE BUCKS WHOSE TOTAL eRO ®s�*'a RENEWED I THICKNESS IS LESS THAN 1 1/2 ° . 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED PRODS T DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK 01? GREATER. erte h- • - ".• Ceda INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS • APPROVED BY AUTHORITY HAVING JURISDICTION. / kW" 1 J7I . /i 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND Es�rx;3om © A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO . PROVIDE FULL SUPPORT TO THE WINDOW SIMILAR TO THAT SHOWN IN THE DETAILS ON THESE SHEETS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 112 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, Raved Dy Doti Rev/slam: — - - - - -- THE PRESSURES- RNLI ANCHOR SPACING - SHOWN ON SHEETS_ 9 ANO -. - FK;° - 5 / 2 /0 5 I: UPOa1E ANCHORAGE -NOTES= -4, 5. et • - - - - 10 FOR 12 SCREWS MAY BE USED. R• Dote Rekna: 7. SEE ALTERNATE ANCHORAGE METHODS ON SHEET 6 OF 10. rse �a gl;Do1�, /17/05 Ra�xo.: H - NO CHAN GE THIS SHEET 8. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. F.K. 12/06/04 G THIS 5HR • • • RR"ed er wte► • • 11.efyeloir • • • • • i F.K. a / 1I4/04 F-4400 •Ill Ong All PDATI NOTES / Drawn By J.J. /24 /eb• • i • • • • • • • Dat // INDUSTRIES SECTIONS W/ ANCHORS OUTSIDE BEAD Taft ALUMINUM FIXED .DI4INDQ :Nt7N -1tiPF 1 '�T Smtea /kodetl • • Sfi� • • brat No • • • F-6000 . • ,NFS 5810•.• ••55d • 7070 TECHNOLOGY ORNE P.O. 80X 7529 NOKOMIS, FL J4275 NOKOMIS FL 34274 • • • • •• • • • •• • • • • • • • • • • • ••• • • • • • •.••• • • •s• • •• •i • • • tit EXTERIOR ALL 2x WOOD BUCK SCREW 9UTSIDE BEAD CONCRETE TAPCON THROUGH BEAD 2x WOOD BUCK SCREW UNDER BEAD CONCRETE ix WOOD TAPCON UNDER BEAD IT INDUSTRIES Drown % ms: 2x WOOD BUCK SCREW THROUGH BEAD J.J. NOTES: 1. NOTES 3 THROUGH 7 ON SHEET 5 OF 10 APPLY TO APPLICABLE ALTERNATE INSTALLATION METHODS. ALTERNATE INSTALLATION METHODS APPLY TO ALL GLASS OPTIONS AND ARCHITECTUAL SHAPES. 2. ALTERNATE INSTALLATION METHODS APPLY TO HEAD, SILL AND JAMBS. .3. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. Road By. Date: Revisions: F K, 5/2/05 I — NO CHANGE THIS SHEET. _ Read By Date: Ravi&ans: F.K. 1/17/05 H — NO CHANGE THIS SHEET Rend tty: Oats: Revisions: F.K. 12 06/04 G —NO a Ti HT • • • • Raved By. Date: • • • • F.K. 1044/04 F "IRAN,X.1HPNAsE kg014GE SHEET. Oates • •. • • tea • • • • •• • 10/24/00 • • • DesceptIate • • ALTERNATE ANCHORAGE DETAILS i • • • 5550 • • ALUMINUM F IX t. WI AID Ot'V,: , IM�'�C seise /Mare, • • • ro7TECHNOLOGY 275 NOKOMS BOX 1529 1 34274 F -6000 • • 1 !� .9 6 O rasing • • • Rot: 1 • • • ••• • • • • • • • • • • • • • • ••••; •.• . •. • • • • ••• • .062 050 7.855- -►� 6063 —T4 FRAME CONNECTOR .735+ -1 .500 .055 - •iF - 6063 —T5 GLAZING BEAD 2.000 6063 —T5 FRAME 250 WH MK. PART # DESCRIPTION 2 3 4 5 6 7 8 9 10 16 x 7/8 FL. PH. TEK ARCHITECTURAL FRAME CONNECTOR 6063 -T4 ALUM. SPENCER OR w 6513M 11 12 66389 61168 7834 61308K 6SM55W 7PWSW 513 H- WW-s -1 . 50 L t22At P. PE #38712 S1roaturra FRAME HEAD, SILL & JAMB ALUMAX OR = AF -8342 #8 x 3/4 PN. PH. SMS SPENCER OR = U- CHANNEL GLAZING BEAD ALUMAX OR = AF -1168 SILICON BACK BEDDING DOW CORNING /899, /995 OR 1983 CLOSED CELL FOAM TAPE TAPE SPECl4USTS OF FL OR = SEAM SEALER SCHNEE /MOREHEAD OR = SM5504 3/16" ANNEALED GLASS, PGT OR EQUAL 3/16" TEMPERED GLASS, PGT OR EQUAL ANNEALED I.G GLASS (3/16"A, AIR SPACE, 3/16 "A) TEMPERED LG. GLASS (3/16"T, AIR SPACE, 3/16"T) VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" - 2.688" WINDOW HEIGHT "TIP TO T7P" - 2.588" 0 ronn By J.J. 1070 TECI DRNE NOKOMIS. FL. 34275 N Rend 13y. Roved By. F.K. Roved By. F.X. Rend BY. F.K. rate: - 5/2/05 1/17/05 12/06 /OW tale • 70/14/04 ooze 70/24/00, • e VENDOR RevN1onz H, N -£H T Dexription: EXTRUSION PROFILES & PARTS LIST • ALUMINUM FIXE •!4:1wolf : l N- .IM,�A �VMIS. BOX J4 274 D' v - 550 • F-6000 • VS' T 7 .1 e VENDOR # Resitiona: H -H0 CHG THIS SHT Revhlans: • • • • F -1 ! & S tvo ABD•TaIS' 11 d 72 ••• • •••• ••• •• • •• • • • • ••• • • • • • • • • • • • • • • • • •: • ;• •• • • • • •• •; •• ••• • • 3/4" NOM. 3/16" ANNEALED GLASS TYP. (2) AIR SPACE 3/8" GLASS SILICON GLAZING DETAIL 3/4" I.G. GLASS 3/16" ANNEALED OR TEMPERED GLASS SILICON GLAZING DETAIL MONOLITHIC GLASS REFERENCE TEST REPORTS: FTI r-2818, 2819, 2820, 2748, 2756, 2758, 3853, 4339 & 4340. 3/16° TEMPERED GLASS TYP. (2) 1" NOM. SILICON GLAZING DETAIL 1" I.G. GLASS DETAIL E WELDED CORNER ASSEMBLY AIR SPACE DETAIL D KEYED CORNER ASSEMBLY DETAIL C 90' SCREWED CORNER ASSEMBLY - - -SSEAM - S EALER- Revsd t7y: Oats: Revisions F.K. 5/2/05 1 —NO CHANGE THIS SHEET Reed 8y. Date: Re4stons: F.K. 1/17/05 H —NO CHANGE THIS SHEET •• Road By: Dote: rte limo • • • • • • • F.K 12/06/,p* G —NO Qh1G•7 SIP • • • • F. F.K. J1014/0• Revisions! t P L0N&Lfl 1CSf ••• c C •Gj2ZING OETA/LS .T. Drown Sr J.J. 10/24/00 • • • • • • • • • Description: INDUSTRIES GLAZING & CORNER • DETAU_S • • • ••. - Tale: • ALUMINUM FIXEd _;VI i0JN' ;V N- tMFACZ: Robert L. c sn, RE. 1070 TECHNOLOGY DRNE P.O. BOX 1929 Serks /Model: • Sole:* . Sheet: Dro•6g No. • - -- Structural 12 NOKOMIS, R. 34275 NOKOMIS, FL .34274 F -6000 •NTS 8 ap 0 550 I • ••• • . • • • • • • • • • • • ••• i • • • • • •• •• •• •• • • • • • • • • • • • • • • •• •• • •• • • GLASS: 3/16" TEMPERED TEST REPORTS: Table 1. COMPARATIVE ANALYSIS OR TEMPERED LG.(3/16'T, SPACE ,3/161) FTL -2818, FTL -2819, FTL -2820, FTL -3853 & FTL -4339 WINDOW WIDTH WINDOW HEIGHT 26.000 39.000 51.000 60.000 19.125 +100.0 -135.0 +100.0 -135.0 _ +100.0 -135.0 +100.0 -135.0 24.000 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 26.500 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 37.000 +100.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 46.000 -135.0 +100.0 -135.0 +90.6 - 90.6 +90.6 -90.6 60.000 +100.0 -135.0 +100.0 -135.0 +80.3 -80.3 +58.0 -58.0 97.000 +100.0 -135.0 +78.9 -78.9 +77.2 - 77.2 +58.0 -58.0 111.000 +100.0 -122.9 +69.6 -69.6 +63.0 -63.0 +58.0 -58.0 r 120.000 +100.0 -112.6 +65.5 -65.5 +55.8 -55.8 +57.3 -57.3 A NOTES: 1. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300 -98. 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN M/AM! -DADS COUNTY. 4. ANCHORAGE: A THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. B. 6 SCREWS - WINDOW. LONG DIMENSION. TO DESIGN PRESSURE OF 16.6 PSF - 26 1/4" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. OVER 16.6 AND TO 25.0 PSF - 22 7/2" MAX. FROM CORNERS AND 15" MAX. 0.C. OVER 25.0 AND TO 40.0 PSF - 19" MAX. FROM CORNERS AND 9 3/8" MAX. 0.C. OVER 40.0 TO FULL DP - 16 1/4" MAX. FROM CORNERS AND 6 3/8" MAX. 0.C. C. .112 SCREWS - WINDOW. SHORT DIMENSION: TO DESIGN PRESSURE OF 16.6 PSF - 15" MAX. FROM CORNERS AND 30" MAX. O.C. OVER 16.6 AND TO 25.0 PSF - 15" MAX. FROM CORNERS AND 15" MAX. 0.C. OVER 25.0 - AND TO - 40.0 - PSF 75``MAX FROM CORNERS AND 70 3/4 "=1AX. aC. OVER 40.0 TO FULL DP - 15 MAX. FROM CORNERS AND 6 3/4° MAX. 0.C. D. 1/4" TAPCONS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 24.3 PSF - 26 1/4 MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. OVER 24.3 AND TO 36.5 PSF - 22 1/2" MAX, FROM CORNERS AND 15" MAX. 0.C. OVER .36.5 TO FULL DP - 19" MAX. FROM CORNERS AND 9 3/8" MAX. 0.C. E. 1/4" TAPCONS - WINDOW. SHORT DIMENSION. TO DESIGN PRESSURE OF 24.3 PSF - 15" MAX. FROM CORNERS AND 30" MAX 0.C. OVER 24.3 AND TO 36.5 PSF - 15" MAX. FROM CORNERS AND 15" MAX. O.C. OVER 36.5 TO FULL DP - 15" MAX. FROM CORNERS AND 10 .3/4" MAX. 0.C. • Loa*, P.E PE #'38712 ShuGUrat II N ES 7070 TECHNOLOGY ORNE NOKOMIS. FL 34275 PRODEICT RENEWED r S camFB+tsg with EN Maids Balding Ca& AmgnaassNo , ;, .p2 ,tit,,,.,,. fT3aYx • Revel 9y: Data: Revisions: F.K. 5/2/05 I UPDATE NOTES AND ANCHORAGE Rend By. Date: Revisions: F.K. 1/17/05 H -NO CHG THIS SHT Red By: Date: Revisions: FK. 12/O6/a4 GK• Th$ 14 • • • •• Revs# 8y: Date: • Revisknl • • • • F.K. 10/141 04 F -UPfE !?4 ANCHORAOVIEL•ADO %G GLASS OPTION Drown er: J.J. �� 10/24/00••• ••: • •s • i i •• Description: DESIGN PRESSURES, 3/16 "T & TEMPERED / G. GLASS ALUMINUM FIXED �(MPfaCT: P.D. BD X 7$� Seviea/btsdel: • Scab }- ; No. •• • •• Rev. NOKOMi$ F! 34274 F- -6000 . : ;77s • 9 SID • • • JJ b j ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •SS •• •• •• ••• • • Table 2. COMPARATIVE ANALYSIS GLASS: 3/16" ANNEALED TEST REPORTS: FTL -2748, FTL -2756, FTL -2758, FTL -3853 AND FTL -4340 WINDOW WIDTH WINDOW HEIGHT 37.000 26.000 19.125 +100.0 -120.0 +100.0 -115.1 24.000 +95.1 -95.1 +85.7 -85.7 26.500 +81.0 -81.0 +77.4 -77.4 37.000 +78.6 -78.6 +40.0 -40.0 48.000 +59.2 -59.2 +40.0 -40.0 53.125 . , +53.6 -53.6 +40.0 -40.0 60.00 a =, z +48.4 -48.4 +37.0 -37.0 74.000. +42.2 -42.2 +28.9 -28.9 • Table 3. COMPARATIVE ANALYSIS GLASS:A I.G.(3 /16 "A, AIR SPACE, 3 /16 "A) TEST REPORfiS: FTL -2748, FTL -2756, FTL -2758, FTL -3853 AND FTL -4340 _ WINDOW WIDTH , WINDOW HEIGHT 26.000 _ 37.000 19.125 +100.0 -150.0 +100.0 -150.0 24.000 +100.0 -150.0 +100.0 _ -150.0 _ 26.500 +100.0 -150.0 +100.0 -139.4 37.000 +100.0 , -141.6 +82.5 -82.5 48.000 +100.0 -106.5 +82.5 -82.5 63.125 , +96.4 -96.4 +75.8 -75.8 60.000 _` +86.0 - 86.0 +66.6 -66.6 74.000 .. .*66.2 • _•_ -66.€ _ • , +51.2 -51.2 ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • • • • • • • • • • •• • •• • • • • • • • • .4 • • • • • • •••• • ••• • • • • ••• •• • • • • • • • • • • •• • ••• • • • • • • •• • •• • NOTES: 1. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300 -98. 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300 -98. .3. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: A. THE .33 1/3% STRESS INCREASE ,4S NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. a 112 SCREWS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 21.9 PSF - 23" MAX. FROM CORNERS AND 30" MAX. 0.C. OVER 21.9 TO FULL DESIGN PRESSURE - 15 3/18" MAX. FROM CORNERS AND 11 13/16" MAX. FROM CORNERS. C. 112 SCREWS - WINDOW. SHORT DIMENSION; TO DESIGN PRESSURE OF 21.9 PSF - 18 1/2" MAX, FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. OVER 21.9 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 3/4" MAX. 0.G D. 1/4" TAPCONS - WINNOW. LONG DIMENSION: TO DESIGN PRESSURE OF 32.0 PSF -23 ".MAX. FROM CORNER AND 30" MAX. 0 OVER 32.0 TO FULL DESIGN PRESSURE - 15 .3/16" MAX. FROM CORNERS AND 11 13/16" MAX. FROM CORNERS. C. 1/4" TAPCONS - WINDOW. SHORT DIMENSION TO DESIGN PRESSURE OF .32.0 PSF - 18 1/2" MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. OVER .32.0 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 3/4 MAX. 0.C. Drawn 8y: PRODUCT ROVES/MO ea wmptyty$ nt1 • the FRAU Battles Cada Aecagt>KTS _.... liiK�Y - Raved Ely: Dote: Revisions: F.K. 5/2/05 I- UPDATE ANCHORAGE & CORRECT TABLE 5, 26" H -DP Revsd By. Date: RevLlana: F.K. 1/17/05 H -NO CHG THIS SHT Rend By. Dote: Re•sdene: F.X. 12/06/04 C -NO CHG THIS SHT Raved 8y. Dote: Revretana: F.K. 10/14/04 F- UPDATE NOTES ANCHORAGE & ADD I.G. GLASS OPTION J.J. • 10/24/00 Description: DESIGN PRESSURES, 3/16 "A & ANNEALED I.G. GLASS - wue: ALUMINUM FIXED WINDOW, NON - IMPACT Serf esAlodeP Scale: Skeet &mom Na. Rev. 7070 Omrs FL 345 5� NOKOMIS 54274 F - 6000 NTS 10 d10 550 COUNTY BUR DING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 wEsTF OGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). 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 AHT (in areas other than Mani Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 d by Miami Dade County Product Control Division that this product or material fails to net 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 "SH-4000" Ahmainuma;t Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W/ STD. MTG. Rail". sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clarlc, P.E., dated 12/15/04 with revision 'V", on 09/20/06, bearing the Miami-Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date nay 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 manufactures miss dj stribntors • • .. • • and shall be available for inspection at the job site at the request of the Building Official. •• • ••• • • • This NOA revises NOA # 05- 0104.05 and, consists of this page I and evidence page E -1 and Eft aswell as • • approval document mentioned above. • The submitted documentation was reviewed by Jahne D. Gaon, P.E. ( sf`0 5 --(10 G ro 0 .. • • • • • • •••. •• .• NOA Nb 06.04. Expiration Date: Septetd 30, 2011 • • • • Approval Date: O+ It 2006 • • p ••••• • • •••• • • •• • • • • • • • • • • • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum. Single Hung Window W/STD. MTG. Rail" Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision "D", on 12115/04, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports onl) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of airman= single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3654 signed and sealed by Joseph C. Chan, P.E. "Submitted under NOA # 058 - 010405" 2. Test reports on 1) Air Infiltration Teat, 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058. 0104.05" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4179 dated April 07, 2004, signed and sealed by Edmund° J. Largaespada, P.E. "Submitted under NOA # 0584104.05' 4. 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4379 dated 11/04/04, signed and sealed by Edmund° J. Largaespada, P.E. E - 1 •• •• • • • • • •• • • • • •• • ••• • • • t/ D G P.E' • • Jaim .ass .. ° .: Chief, Pmduet CoptggPivision • • • • NOA,)iteff-0746.04' Expiration Date: 2011 • • Approval Date; • a , 2" •••• •• • • • • • • • • • • •• • •• • • • • • • SGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations, ASTM E 1300-02, and structural analysis, prepared by POT Industries, dated 09/20/06, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA # 04- 0714.06" 2. Laboratory compliance statement as part of test reports for Test Report no. F1'L -2959, 2960, 2961, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0714.06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05 -0104.05, issued to POT Industries, Series SH-4000 Aluminum Single Hung Window, approved on 03/24/05, and expiring on 09/30/06. E -2 • • • • • • • • • • • • • • • • • •• •• • • •••• Product CodIttiPDIvIsion • • • • NOA444► 04 • • • • • Eapkation Date: Septaud r 2011 • • • • Approval Date: OatabarJl, 2006 • • •• • • • •••• •• • •••• • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • .. • • • • • GENERAL NOTES: NON - IMPACT WINDOW 1. GL.AZJNG OPTION& a ur AARNEALEO GLASS 6.118' TEMPERED GLASS C. &IV ANNEALED OWES D. 114' ANNEALED GLASS E 3118' TEMPERED GLASS F. 1M• TEMPERED GLASS G.1PP LG. GLASS CONsISTWO 0? (2)U'TEB 0? W A24NEALED 011.83 WITH A 1/4" AIR SPACE BETWEEN. 147PJ' LG. GLASS CON8ITI NO OF LITE OF 3IIrANNEAIEO GLASS AND ( Qum OF 1O'ANNEALEU O1.A88 WITH A 3118' NR SPACE BETWEEN. 1 112' LG . GLASS CONSISTING OF BOWES OF ur TEMPERED cuss WITH A 114• AIR SPACE BETWEEN. J. le 10. CRASS CONSISTING OF (1) LITE OF 3118 TEMPERED GLASS AND (1) LITE OF 1I8' TEMPERED GLASS WITH A 3118' NR SPACE BETWEEN. 2.00 NFIGIRIATXTN:111 Q 3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES *TM E 13004)2. B. POSITIVE DEIGN LOADS BA8ED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042. C. DE 31 PRESSURES LEES THAN 40 Rif ARE NOT APPLICABLE mom -DADE COUNTY. 4. FOR ANCHORAGE REOUIREMB4T8 SEE SHEETS AND 7. THE 33113 STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. S. EIIJITERB ARF 126211 D MERE PINOT RESIST/NG3 IS REQUIRED. SHUTTERS MUST BE MIPAZDADE cOuNTYAPpROvED FOR INSTALLATION W MIA 9.048! COUNTY. 8. SEALANT& FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VEINT CORNERS SEALED WI H CLEAR COLORED SEALANT. 7, REFERENCES: TEST REPORTS FTL.2959 FTL- 2186, FTL 2965. PTL.2003. FTL 3854, FTL-4178, ANDFU..4379. ELCO TEXTRON PIM 04-0721.01. 034123.00 ANSI/ARM NDS•2001 FOR WOOD CONSTRUCT ION ADM•2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2004 EDITION FOR THE HISH VELOCITY HURRICANE ZONE (WM. T• • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • 113" MAX. WIDT1 49118` MAX FIXED UTEDAYLIOHT OPENING 48Ifir MAX VENT DAYLIGHT OPENING OUTSIDE ELEVATION OA YU 11IT OPENING T EL GENERAL NOTES AND ELEVATION � ALUM. SINGLE HUNG WINDOW STD. MTG. RAIL V.WFay Surer •• 8H NM 1 + 7 2738 F NOA DRAWING MAP SHEET GENERAL NOTES...... ELEVATIONS...---. 1 GLAZING DETAILS...— ......2 DESIGN PRESSURES...._.3 VERT. �SC-4 T10NS._...._... 4 HORIZ, SECTIONS.......... 4 • • • • .. • • • • •• • 918" GLAZING DETAIL (ORIGINAL DESIGN) 1/2" I.G. GLAZING DETAIL • • • 4ORIQIWDESIGN) • 3/16" GLAZING DETAIL (ORIGINAL DESIGN) 1/2" 1.G. GLAZING DETAIL (ORIGINAL DESIGN) 1/4" GLAZING DETAIL (ORIGINAL DESIGN) IRGIT GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL Vkih4 Warr . N 4 S f J Full 12 m 7 J a•r 2736 / L PE. PE alma ao,ccrai • • • • • • • ••• • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • COMPARATIVE ANALYSIS: TABLE 1. 0 = - • ES: • WINDOW WIDTH GLASS TYPE WINDOW A. i/8" ANNEAL* ; • ,' .' 1�1..: I:. , _', x , 38 818° 60 518" 63° 76" 1I8" TEMPERED • • • • • • mom, .: ;X 18 118" 11.31111:23 -80.0 +56.7 90.0 -90.0 +56.7 -71.0 +418 -43.8 le xis-ANNEALED FYL .: D,E,P +58.7 -90.0 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 - 73.0 • D. 114" ANNEALED C.D,G,11,i M31 -90.0 *58.7 -90.0 +68.7 50.0 +58,7 438.0 4314 la 3116" TEMPERED • • • • i > ti: 1 .. A NEM 9010 4300 NM -90,0 +581.7 -83.8 +30.2 312 • F. 114" TEPAPERED • • • : : PT in,.'f 7 B,E,F +56.7 -90.0 •58.7 .90.0 11123 490 +58.7 1101 +587 -63 G. iir LG. r -90 .0 -90.0 +58.7 -90.0 +56.7 77.1 +56.7 97.9 e 1 -90.0 +58.7 -910 -61.6 + 38.3 48 * UPGRADE FROM GLASS TYPE 'TESTED A . -90.0 +56.7 -15 +58.7 +68.7 -60.0 +33.8 33.8 B,E,F C �� +517 -90.0 011 , +56.7 90.0 ', i1 +56.7 -90.0 f lirn 490.0 -514 B,E,F 011 f -90.0 �����® +56.7 -90.0 +58.7 -90.0 +56.7 -80.0 +33.0 +55.0 -55.0 C,D.G,I4,1,J -90.0 EMI -90.0 +56.7 90.0 +58.7 -72.8 +50.0 -50.0 ME +56.7 -90.0 +56.7 • 486.5 - 59.3 +48.0 -48.0 +33.0 -33.0 , ClOsOMAJ +517 : , f 411 I + I , +5 -50.0 issompecitikKAN 1 1 C.D,G,H,I,J +58.7 50.0 +58.7 -90.0 +58.7 -81.7 +58.7 -72.8 +60.0 -50.0 48" A .. -70.3 +597 -56.7 -48.3 +42.1 433.0 -33. B.E,F +58.7 -90.0 +66.7 -90.0 +56.7 79.7 +58.7 -70.2 +56.0 -55.0 0,110,14,1 +58.7 -90.0 +56.7 -08A +58.7 72,5 +56.7 433.8 +50.0 -50.0 A +58.7 -70.6 +51.2 - +39.9 +38.3 38.3 +33.0 -33.0 6.CadtP.E. PE 838712 so-uawd B,E,F +58.7 -87.0 +56.7 490.0 -69.6 -60.8 +55.0 -55.0 / 1 :K +50.0 -50.0 Jai Visibly 120MS ;2,15194 r dNpn . ;7� . 4i �7CL•._.,x Kamm EL 34213 � DESIGN - L+ ALUM. 7 WINDOW, 1 si 2s�oe Demo '"""dir' `° swam NTS a • • • • • • • •• •• • , • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • FJL NOTE 2 0 POGO UTE DAYUGHT OPE11NG 0 116 it 0 0 INAX VENT DAYLIGHT • ••• • • • • • •• • • • • • ••• •• • • • • • Ja. NOM SECTION B-B 0 NOTE S NOM a ALTERNATED TRL 0198. NEDRAWMANDAINEOALTIANATEEXTRLOtOWL NOTE 2 NOTE 1 OR 32) INTERIOR 0 0 0 NOTES: SECTIONS VENT OAYLIGHT OPEN NOTE S FOOD LITE DAYLIGHT MAX. WIDTH SECTION A A 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 41. BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51, 52, 53, 54, 55, OR 56. NOTE2 anal • Y 4/ rmams ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1079 SONR WAYDRNE NOKOMIS, FL SUM Napig 1829 FL MN 14N* Amer ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL snoop ( / 4 • 7 r1/4 2m6 I atl Dark PE. PE IKW12 avatar • • • • • I/ • • • • ✓ix FJL FJG WOES 0m 1278/00 1 504 114' MAX SH CONCRETE ANCHOR • ••• f7�V'IfliJii!l1.11f �. isyssaibs424471aUTa: a ROW83 ANCHORAGE' NO7E8 D w 0 REDR AWN. DOMED NO17'9 a OYEO i6 AD • Sa.L SECRON9 Domm0 00 J.J. • ••• • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • 0 00 •• 000 • • • 006 • • CONCRETE 3/8" MIN. CLIC 1 Dr MIN. DETAIL 1 AILS CONCRETE ANCHOR SEE NOTE1 S�BI •' . ' a �� SEE NOTE 1 3101 tX WOOD BUCK (SEE NOTE 2) MIN. 3k• CONCRETE 2X WOOD BUCK (BEE NOTE 2) OR MIN. 1.61s1 CMU OR MRR 1.5341 CMU (EXTERIOR) (EI7EFIX R) DETAIL 2 TYPICAL JAMB ANCHORAGE NOTES: 1. MIAMU.DADE COUNTY APPROVED ANCHOR TYPEa 1. ELCO 114 TAPCON 2. ELCO 114' 8S4 CRETE -FLEX MASONRY SCREWS 3.012 SCREW ®FOR CONCRETE APPLICATIONS IN MIAMI -DACE COUNTY, USE ONLY ABOVE APPROVED 114" TAPCr NS OR S$4 CITE -FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE B 1.703'. FOR WOOD APPUCATIONS USE 112 STEEL., 03 SCREWS OR 114' ERCO SS4 CRETE-FLEX ANCHORS. 2. WOOD BUCK DEPICTED IN THE SECTIONS ON TIM PAGE AS is ARE BUGKS WHOSE TOTAL THigaNESS is LESS 714al 1 112'. WOOD BUCKS QEAICTEDAS24 ARE 1 112' NSPCCR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEEREQ BY OTIH'ERE OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. S. WOOD BUCK LESS TYYW 1 1/2' THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRE :T1.Y TO CONCRETE). 4. FOR ATTACHMENT TO ALUMIN Mt'IHE MATERIAL SHALL BE A MINIMUM STRENGTH OF 0033-18 N40 A MINIMUM OF 1118' THICK. THE ALUMINUM STRUCTURAL BERM SHALL BE OF *SIZE TO PROVIDE FULL. SUPPORT TO THE WINDOW JAMB SEELAR TO THAT SHOWN IN DETAII. 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A812 SHEET METAL SCREW WITH FULL ENOAtEMENT INTO THE ALUMINUM- IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2. SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. 8. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL -4283 AND FTL.4378). FIZZ • • 8.lfN DL•s 7 * }� TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING: • JC. S 1PC BELOW MEETING RAIL AN0 ABOVE THE LOWER MEETING RAE ANCNR. r MM. ANCHOR 513405 1076 TEONNOLOGY DRIVE NOKOMIS. F131T78 P.C. BOX 133 Muc Ia. n 61374 CONCRETE CMU MIN. 1 114' MIN. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 0111SOALAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, • SECTION �3.S.4 (SUPPLEMENT 8 } • • • • • • • • KM* Beues ANCHORAGE DETAILS (EXTERIOR) DETAIL 3 • •• • • • • ••• • • 7. FOPINNOTAL•ATRNN RI IMPAEICADE COUNTY REFER TO DIMENSIONS OF NOTES AND ANCHOR OUANT0B PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS. WHEN REWIRED. TO BE • • 1 144124U.YISIDACEITPAB0A AItb Este3W THE MEETING RAfI. BETWEEN THE CORNER AND MEETING RAIL A cHORS. MUM. SINGLE HUNG WINDOW, 37V. um RAIL aJlta• 1 NTS l 8 r 7 Ia+.. 2798 + ".F IRIODUCIRINEWID sa•TiSI•TM>168hd� 4[i'; <4;T4 "... 271MIIIIMIIII[ c EFI'7 e[iEICLE3 17t1zT 1 I �7 *.F= ■ 51 »1 «� r: p [Tk . Fizgoi Njuwilittlyualiniminompufaig win gam EA 1E11111711111111,11k1TvEr. Nom ♦,fir r.- ['T: @ }:' ?�'T_ 1111111'97r =fh Z:Iy: I3: 6i I: akarrtiamimanira , : , :T y1:lIJRI Y , 77i:1111011111111 Iii'['lL "11►�j't3. ?� 'RAMC; 5 5 i;y: fi:n� LF �� . i17 [ . T:r! iii - _ ii�C7�rFTti tf AIN0 1 - Lou EuLire Y�,,.. : , �L� )ng.1 7 f• I' :FJ•Fum FAN rz 4 MOE VA =F7111F sF7 Ell[Eli73f r, 2.E E317E 33: :Iia� E7 .TT _?ly`i iIIIMIIIrMIME UMW FAN E 41w TC?�'�'' ; «: 12 FIar __iir. :1r! *?lC flt1111i 0083 - r• EMI Lla 6DTT0m - 7 LOCK [Fr �t*3 Fan I: 111111111111=111111•1111 IN= F1111ilrtfi FIE f1 il ia i [Tri E7 tC��1lL,�?:TI,Ty�rSLctllrE �: « � � 6 ITEM DESCRIPTION POT # VENDOR /MAT'L DWG. rthil lent lh7 f. 1�17f� y TED PAS us /w!OWRi Nos. 4 waioan • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • .1.898 • RK 124&00 1.,. 82599 • •• • • • 8 #2707. VENT) RAIL. 8O63 -TI1 • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • • 1.817 #2708. VENT BOTTOM RAIL, 6083 -T6 L 0 82709, VENT SIDE RAIL, 6063 -T6 F O-- 2.000 42751, ALT. SILL 6083-16 (ALTERNATE EXTRUSION) 2.100 wf.f7a -�f .040- 42770, VENT STOP, 6063 -T8 0 1.023 #2704 SILL 6063-T6 .750 .082 1.010 0 42706, MEETING X8083 -T6 1.682 41 42740. BOTTOM LOCK, 8083 -T6 1417978tsw11<vorowve 7 PARTS UST AND EXTRUSIONS racatee, son P.0 Egx 003 ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL NOKOMS, n 342 74 v+uah s a I y ' I s 7 14444* arse I F 1.482) 1.083 42705. JAMB 6083 -T8 MOM= MEW* tr•rdtlri•Allflr111fyR Mama r,,. O� �PMar Y >r,t 7ir L Chin , P.E. PE*39712 Structural 1.139 2.000 • • • . • • • • 4 ANCHOR TYPE/SUMMATE KEY 31W .812 SCREW N WOOD 21W v 11e 384 CRETE -FLEX IN WOOD 103 5 IWTAPCOHOR114'SS4( E E. LEX1NCONCRETE (SEE APPLICATION NOTES AND DETA S ON SHEET 8) NOTE: ANCHORS NOT REQUIRES! N HEAD OR SILL GLASS TYPE KEY A.118" ANNEALED 8.18'TEMPERED C. 3111" ANNEALED D. 1/4 ANNEALED E. 3H8' TEMPERED F. f14'TEJNPEB D G. Ur LG. (118•A,114" AIRSPACE IB'A) H. 1/2' LO. (VIVA, WV AIR SPACE, 1/8•A) L ter (IN T, u4' AIR SPAOE, J. 1W I.G (311 EFT, 3H8' AIR SPACE. 1/8T) F RK ANCHORAGE SPACING, 111 WINDOWS ALUM SINGLE HUNG WINDOW. STD. MTG. RAIL 24" 26 11.1° 3?r 3r 40" •• • • • WV- Nil T. 1111111 ill 0000000 00000000 a. a, e e e - a 011 1 11 1 1 000000000000000 00000000000 000 HINHHNHHilHHHH 111111MENBH111111 1 6° HIM 1111111M o000000sa00000 000000000000000 B,E,F C,D,G,H,I A B,E,F C.D.O,H,I A BM" C,D,G.H,I,J A B,E,F C,D.G,Ii,1.J A B,E,F C,D,G.H.I A %EX C,D.G,H.I,J A B.E,F C,D,G,H.LJ 3M 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Alp _ LO , :triZ,- 10 QUANTITY OF ANCHORS REQUIRED EACH JAMB AN0HORI8UB8TRA WINDOW outs WIDTH TYPE A 181!8" B.E,F 28" 38 3/8" +ze,rssiswirolivevaimeeFa1►aT NEW SNSET FOR ANCHQ4 SPAC3Yli. nava WINDOW HEIGHT fa sir 83" ,•70fEC,2IDf.«9Y OWE 3 N h arosns.Fl.�s PA 8Q% i5a NOCCRIBIL %34274 Vhlb(y Berner NTS TABLE 2. 7 r ]' L f'.•rk.P.6. P8 438712 80aroN•tl • F,1( 1211&04 • •• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • •• • •• • • • ••• • • • • • • ••• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.2ov/buildinecode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-640 Outswing Aluminum Casement Window - N.I. APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "B" dated 10/17/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. Shim it shall be done in its entirety. '....' • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer of its • • • distributors and shall be available for inspection at the job site at the request of the Buildtilg {flicial. • • This NOA renews NOA # 05- 1129.09 and consists of this page 1 and evidence pages E- 1•difd -2, as welt as • • •••• .. •. approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • TWA No. 08411772 Expiratio4 M ;April 24, 2013 Approval Date! May a5,Z00$ • .•. Y0g01 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact", sheets 1 through 12 of 12, dated 12/12/02 with revision "B" dated 10/17/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3579 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3583 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3585 dated 10/08/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3588 dated 10/08/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02-1219.05) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3584 dated 10/03/02, signed and sealed by Joseph A. Chan, P E (Submitted under NOA# 02- 1219.05) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a sink hung/fixed v pyi ; • window, prepared by Fenestration Testing Laboratory, Inc., Test Reppft TITo. F - 3591 dated 10/09/02, signed and sealed by Joseph A. Chan, P E. • • • • (Submitted under NOA# 02- 1219.05) E -1 • Proaaitt.a` E •• NUANo. . 1 • Espiratluri fl$fei April 24, •. Appro'al Dad: Ma3I tS,• 8 • • . • • • •. • •. • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Tumer, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 12/11 /02, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 12/11/02, signed and sealed by Lucas A. Turner, P.E. G. OTHER ••� 1. Notice of Acceptance No. 05- 1129.09, issued to PGT Industries fpr their Series O" Outswing Aluminum Casement Window — N.I., approved on 02/23/176, and expiain$ .' on 04/24/08. E -2 • • • • • • • • • • : •itnael $ . - • ' E. Pr*dnet'Control - er r •NE)P1 No. O.'q 17.12 Expiration Date: ApriP24 413 Appreaal Dale: Ma?H,2008 • • •• • •• • • • • • • • • • • • • • • NOTES: NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS B. 3116" TEMPERED GLASS C. 1/2" I.G. GLASS (1/8" ANNEALED, 1/4" SPACE, 1/8° ANNEALED) D. 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98.. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98.® C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX' CONFIGURATIONS SEE SHEET 5. F. FOR 14- "XOX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR i-4 "XOX" & "X0" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, °XO" & °OX° CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 2, 3 AND 12 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITE (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN A SEE SHEET 12 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE-FLU MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 8. SEE SHEETS 4 THROUGH 8 FOR DESIGN PRESSURE UMITATIONS WHEN ANCHORING WITH #12 SCREWS. • • 5! - typpcogN1Y PPROVED SHUTTERS ARE REQUIRED IN I .ItADE 6OWN4Y AND WHERE IMPACT RESISTANCE IS REQUIRED. • • • • • • • • • • • 6! NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3584, • am na • pp� oa" .7C 10/17/03 12/12!02 G°°mar Wean By F.K ••• • • • • • • • • • • • • • •• •• ••• • • , F,11.43588, F11. -158$, FTL -3590 & FTL -3591. Fameteet RAISEA1j(FHO404OTE 4 9 • • •REVt94l TE3oIOANcHORAGENOTE4. • • • • ••• • • • • • Ome. •0• • • • • • • • • • • • • • • • • ••• • • 1070 TECHNOLOGYORVE NOKOBOS, R 34275 P.O. sox ( 1529 NOKOFIS, FL 34274 x 0 x 0 X CONFIGURATIONS OPTIONS x 0 x x o1 O X 0 X UNEQUAL UTES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS 1/2" I.G. GLASS (1J8 "A,1J4" SPACE,1 /8 "A) PGT VsibdyBetter ew"aa m: 1/8° OR 3/16" GLAZING DETAIL .650" NOM. GLASS BITE NOTES AND GLAZING DETAILS rue ALUMINUM CASEMENT WINDOW, NON - IMPACT safe a`tex NTS 1 1 a 12 r 7045 -9 I B NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 IIIISSUCCAMMaIR • r' ( /�S Lucas A. Turner, P2. PE 558201 Mechanical • • • • • • •• • • "XX" & 'XOX" ELEVATIONS 4111110111110. SEE MEETING RAIL DETAIL TYP. (2) ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-040 NTS 2 0 12 I 7045 - 9 ` B • CENTERLINE 1 1 12" ••• • • � • • • •4 • • • • •• • • • • •4 •dwvei •• ••• •• • • • •• 37°MAX. • MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL '"\ TYP. (2) 13" MAX. O.C. • • '• . t01173513 Bl: Dax 000087 F.K. 12112102 1 112" NO au tQ£jMItitET • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • 0 • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) VENT TYP. ANCHOR LOCATION TYP. 4" MAX. --4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 13" MAX. O.C. 60° MAX. FIXED W70 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 30X 1529 N0KOMI$ PL 34274 SEE MID -SPAN ANCHOR DETAIL TYP. (2) Visrbty Better 13" MAX. O.C. 4° MAX. t 4" ) / X 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING O 30" MAX. DAYLIGHT -.- OPENING X ELgVATION "A" - 83" HIGH °XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) . 56" DAYLIGHT OPENING - �-- 14 112" MAX. O.C. TYP. ELEVATION "B" - 63° HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 63" MAX. HEIGHT (-.-- -1-14 112" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56° MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT RENEWED an =VON •Ilk Reda � •:•• 12 maa �Jt , athtelltelib Lucas a Turner, P.E. PE 45E201 Mechanical 2013 • • • • • • • • • Ram P.K• • SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) • •• ••• 4" MAX. 13" MAK. O.C. 1 • • • 32" MAX. WIDTH 25" MAX. DAYLIGHT .• • • • •• 14 1f2" MAX. O.C. VENT HEAD & SILL ONLY • • • • • • • • • • • am • • . . . • 3401700 •A • ROME a,,.' f"•41e. Revaler • • •la.•eez 10/17705• 9 • • mm> "..sue: 2/12/02 Canserlan • • • QeA •• 0 • • • L•• • • WO CNotsm0S MEET • • • • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • 65° MAX. DAYLIGHT OPENING I 14 1/2" 4" MAX. — « I Imo- MAX. O.C. ELEVATION "C" - 72 HIGH °X" (SEE SHEET 4 FOR PRESSURES) NOTE; 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX • • • ... • • • • • • • O•C• • • • • • • • 4 "MAX 4" MAX. --� SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) ( 72" MAX. 13° HEIGHT MAX. O.C. 1 4" M AX 4" Mc-7—H.— L 30" MAX. DAYLIGHT OPENING 37" MAX. WIDTH 60" MAX. WIDTH - 30" MAX 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING - 1 A X 1070 TEC16NOLOOYDRIVE NOKOM. P 34275 PA. SOX 1529 NOKOMIS: FL 34274 56" MAX DAYLIGHT OPENING 141/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 6 M AX . V HEIIGHT 97" MAX. WIDTH 53° MAX DAYLIGHT OPENING J I. . • I 13" MAX. O.C. 1 SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX O.C. 1 58° MAX. DAYLIGHT OPENING 63" HEI 37" MAX VEI\ 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) 4" MAX. I I 4" MAX. ELEVATION "E" - 63" HIGH '0" (SEE SHEET 6 FOR PRESSURES) Desdpfbec " X " , " O° "XO" & "OX" ELEVATIONS MAX. O.C. ALUMINUM CASEMENT WINDOW, NON - IMPACT 04 240 I NTS 3 • 12 I � 7045.9 I B SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) MAX M. SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) 56° MAX. DAYLIGHT OPENING PRODUCT as conuayists whit tikar0SWG same:ree. Accep134 1:- tucaa A. Turner, P.E PE 559201 Mechanical 63" MAX HEIGHT IPRODUCT MOM • < -1 D9 13 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, FTL -3586, FTL -3590, FTL -3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1 /4° SPACE, 1/8" ANNEALED) "X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 ' 57.000 60.000 ' 63.000 66.000 69.000 ' 72.000 NEG POS NEG POS NEG POS NEG POS NEG P05 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS 19.125 A -120.0 76.7 -120.0 76.7 -120.0 76.7 -119.5 76.7 -112.0 76.7 -97.5 76.7 -91.3 `76.7 -84.3 76.7 -79.0 78.7 - -74.3 74.3 -70.1 70.1 - 66.4 66.4 - 63.1 63.1 - 60.0 60.0 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -205.4 76.7 -189.8 78.7 -177.8 76.7 -167.2 76.7 -157.8 76.7 -149.4 76.7 -141.9 78.7 -135.1 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -133.3 76.7 -123.0 76.7 -112.0 76.7 -104.8 76.7 -96.9 76.7 -90.7 76.7 -85.3 76.7 -80.6 76.7 -66.4 66.4 - 63.1 63.1 -60.0 60.0 24.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -78.2 76.2 -71.1 71.1 -71.1 71.1 - 68.4 66.4 -62.2 62.2 - 58.6 58.6 -55.3 55.3 -52.4 52.4 -49.8 49.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 78.7 -199.2 76.7 -171.5 76.7 -160.0 76.7 -180.0 76.7 -149.3 76.7 -140.0 76.7 -131.8 76.7 -124.4 76.7 -117.9 76.7 -112.0 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 78.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.8 67.6 - 64.8 64.6 -81.1 61.1 - 58.8 58.8 - 55.3 55.3 -52.4 52.4 -49.8 49.8 26.500 A -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71.4 - 66.5 68.4 - 61.0 60.9 - 58.3 58.3 -57.9 57.9 - 54.4 54.4 ' -51.3 51.3 - 48.5 48.5 -46.0 48.0 B -175.5 78.7 -175.5 78.7 -175.5 76.7 -175.5 76.7 -175.5 78.7 -160.9 76.7 -149.6 76.7 -137.2 76.7 -131.2 76.7 -130.2 76.7 -122.3 78.7 -115.4 76.7 -109.2 76.7 -103.6 76.7 C -97.5 76.7 -97.5 76.7 -97.5 76.7 -94.4 76.7 -82.5 76.7 -71.1 71.1 -66.6 68.6 - 60.9 60.9 - 55.5 55.5 -51.5 51.5 -49.6 49.6 -47.5 47.5 -45.7 45.7 - 44.5 44.5 30.000 A -81.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 - 60.8 60.8 - 60.8 60.8 - 60.8 60.8 - 55.6 55.6 -52.3 52.3 - 48.8 48.8 - 45.7 45.7 ' - 45.5 45.5 - 44.2 44.2 -41.9 41.9 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 78.7 -126.7 78.7 -117.6 76,7 -109.8 76.7 -102.9 76.7 -102.4 76.7 -99.6 76.7 -94.3 73.4 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 - 63.0 63.0 -57.2 57.2 -52.5 52.5 - 48.3 48.3 -45.5 45.5 -42.4 42.4 - 40.2 40.2 -38.3 38.3 32.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 - 53.5 53.5 - 53.5 53.5 - 53.5 53.5 -53.5 53.5 -52.9 62.9 -49.4 49.4 -46.7 46.7 - 43.8 43.8 -40.0 40.0 - 40.0 40.0 -39.0 39.0 B -124.7 76.7 -120.4 78.7 -120.3 76.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 78.7 -105.2 76.7 -98.5 76.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 C - 69.3 69.3 - 66.9 66.9 - 66.8 66.8 -66.8 66.8 -86.8 68.8 - 65.6 65.8 -61.6 61.6 - 56.1 56.1 -51.1 51.1 - 48.6 48.6 -45.9 45.9 - 40.0 40.0 - 39.3 39.3 - 36.2 362 34.000 A - 50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 PROMOS' tiromma '!' " li*N4d& Wang Caft ■ : - ! is °' ; ` ' `- !' 0- B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -101.4 76.7 -94.7 73.7 C - 62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 - 59.2 59.2 -59.2 59.2 -59.2 59.2 - 55.7 65.7 -52.1 52.1 - 49.0 49.0 - 46.2 46.2 36,000 A r - 45.8 45.8 - 43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B -103.0 76.7 -98,9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 C -57.2 57.2 - 53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 - 48.5 48. 37.000 A -43.8 43.9 -41.1 41.1 - 40.0 40.0 - 40.0 40.0 - 40.0 40.0 -40.0 40.0 - 40.0 40.0 � - 40.0 40.0 -40.0 40.0 - 40.0 40. B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70. C - 54:8 54.8 -51.4 51.4 - 50.0 50.0 - 5 0 . 0 5 0 . 0 - 5 0 . 0 5 0 . 0 - 5 0 . 0 5 0 . 0 - 5 0 . 0 5 0 . 0 - 5 0 . 0 5 0 . 0 - 5 0 . 0 5 0 . 0 - 4 8 . 1 4 8 . COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL-3588 GIAZI 0 OPTION: D. 1/8" ANNEALED I Jo: "X" WIDTH HEIGHT 26.000 31.000 38.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 NEC POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEC POS NEG POS NEC POS NEG POS 19.126 D - 57.6 57.6 -57.6 57.6. -57.6 57.6, -57.6 57.6 -57.8 57.6 -53.8 53.13 - 60.4 50.4 .46.5 46.5 - 43.6 43.6 -41.0 41.0 -38.. 38.1 21.500 D - 45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 - 45.6 45.6 - 45.6 45.8 - 45.6 45.6 -42.5 42.5 -39.8 38.8 -37.4 37.4 -35.2 35.2 24.000 D - 36.6 36.6 - 36.6 36.8 -38.6 38.6 - 36.6 36.6 - 36.6 36.6 - 38.6 38.6 - 36.6 36.6 - 36.6 38.6 -35.9 35.9 - 33.9 33.9 -32.3 32.3 26.500 0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - -30.0 30.0, - 30.030.0, -30.0 30.0, - 30.0 30.0 - 30.0 30.0 30.0 30.0 -28.7 28.7 -27.5 27.5, • • - � i • ATpiS i4 • • II t FvR:InTAL IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" • iAP€ONS• 3R 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • •. • • • i (71 -- //Or Lucas A Tumor, P.E. PE 568201 Mechanical F ADDED NMI • 1070 TECHNOLOGY AMMO, R P.D. BOX 1829 NOXOMt3, FL 39274 .. - * PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW NON - IMPACT A , F1� r i • • • aEV�Enacwan NOTE • Maw 9n F.K. • • uBO.' 12/12102 Checked Sy • • • • 1 Data I Visibly Better "lemuaw 04440 eora I NTS smr 4 a 12 uawera, 7045.9 ebc J B • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• • • • • •• • • • ••• • • • • • • • • • • • • • •• •• • • • • • • • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) HEIGHT "XX" WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A B C A B c A B C A 8 c A B c A B C A B C A B C A B C A 8 C 26.000 NEG -120.0 -210.0 -135.0 -118.5 -210.0 -135.0 -95.1 -210.0 -118.8 -77.6 -174.7 -97.1 -67.9 -152.9 -84.9 -61.9 -139.4 -77.4 -55.4 -124.7 -69.3 -50.1 -112.8 -62.7 -45.8 -103.0 -57.2 -43.9 -98.7 -54.8 POS 76.7 76.7 76.7 76.7 76.7 78.7 76.7 76.7 76.7 76.7 76.7 76.7 67.9 78.7 76.7 61.9 76.7 76.7 55.4 76.7 69.3 50.1 76.7 62.7 45.8 78.7 57.2 43.9 78.7 54.8 31.000 NEG -120.0 -210.0 -135.0 -118.5 -210.0 -135.0 -95.1 -210.0 -118.8 -77.6 -174.6 -97.0 -67.4 -151.7 -84.3 -60.8 -136.9 -76.1 -53.5 -120.4 -66.9 -47.7 -107.4 -59.7 -43.1 -96.9 -53.9 -41.1 -92.4 -51.4 POS 76.7 76.7 76.7 76.7 76.7 76.7 76:7 76.7 76.7 76.7 76.7 76.7 67.4 78.7 76.7 60.8 76.7 76.1 53.5 76.7 66.9 47.7 76.7 59.7 43.1 75.4 53.9 41.1 71.9 51.4 36.000 NEG -120.0 -210.0 -135.0 -118.5 -210.0 -119.3 -95.1 -210.0 -109.1 -77.6 -174.6 -97.0 -67.4 -151.7 -84.3 -60.6 -136.9 -76.1 -53.5 -120.3 -66.6 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.1 -50.0 POS 76.7 76.7 76.7 78.7 76.7 76.7 76.7 78.7 78.7 76.7 76.7 78.7 87.4 76.7 76.7 60.8 76.7 76.1 53.5, 76.7 68.8 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.1 50.0 38.375 NEG -120.0 -210.0 -135.0 -110.9 -210.0 -110.4 -95.1 -210.0 -100.0 -77.6 -174.6 -94.3 -67.4 -151.7 -84.3 -60.8 -136.9 -76.1 -53.5 -120.3 -66.8 -47.4 -108.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 78.7 76.7 76.7 78.7 76.7 76.7 76.7 67.4 76.7 76.7 60.8 76.7 76.1 '53.5 78.7 66.8 47.4 76.7 59.2 42,3 73.9 52.8 40.0 70.0 50.0 43.000 NEG -105.5 -210.0 -131.9 -95.0 - -97.5 -88.5 -199.2 -85.4 -77.6 -174.6 -82.4 -67.4 -151.7 -80.5 -60.8 -136.9 -76.1 -53.5 -120.3 -66.8 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 -40. -90.0 -50.0 POS 76.7 76.7 76.7 76,7 76.7 78.7 76.7 76.7 76.7 76.7 76.7 76.7 67.4 76.7 76.7 60.8 78.7 76.1 53.5 76.7 66.8 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 48.000 NEG -91.9 -206.7 -114.8 -82.2 -185.0 -88.7 -78.2 -171.5 -75.9 -71.4 -160.7 -71.0 -87.4 -151.7 -69.0 -60.8 -136.9 -67.9 -53.5 -120.3 -85.6 -47.4 -106.6 -59.2 -42.3 -95.1 -52.8 40.0 -90.0 50.0 -50.0 POS 78.7 76.7 76.7 76.7 76.7 76.7 76.2 76.7 75.9 71,4 76.7 71.0 67.4 76.7 69.0 60.8 78.7 67.9 53.5 76.7 85.6 47.4 78.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 50.625 NEG -86.0 -193.6 -107.6 -78.8 -172.8 -85.9 -71.0 -159.9 -70.7 -86.4 -149.4 -66.4 -83.5 -142.9 -64.3 -60.8 -136.9 -63.0 -53.5 -120.3 -61.6 -47.4 -108.6 -59.2 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 76.7 76.7 76.7 71.0 76.7 70.7 66.4 76.7 66.4 83.5 76.7 64.3 60.8 -55.6 76.7 63.0 53.5 76.7 61.6 47.4 76.7 59.2 42.3 73.9 52.8 40.0 70.0 50.0 54.000 NEG -79.6 -179.0 -99.4 -70.8 -159.4 -84.0 -65.3 -147.0 -67.6 -60.9 -137.0 -60.8 -58.1 -130.8 -58.8 -126,7 -57.2 -52.9 -120.3 -47.4 -106.6 -55.7 -42.3 -95.1 -52.8 -40.0 -90.0 -50.0 POS 76.7 76.7 76.7 70.8 76.7 65.3 76.7 67.6 60.9 76.7 76.7 55.6 76.7 57.2 52.9 76.7 56.1 47.4 76.7 55.7 42.3 73.9 52.8 40.0 70.0 50.0 57.000 NEG -74.8 -167.7 -93.2 -149.0 -82.4 -61.0 -137,2 -64.6 -56.7 -127.6 -55.4 -54.1 -121.6 -53.7 -52.3 -117.6 , -52.5 -112.9 -51.1 -47.1 -106.6 , -52.1 -42.3 -95.1 -51.4 -50.0 POS 74.6 76.7 76.7 76.7 76.7 61.0 76.7 64.6 56.7 76.7 55.4 54.1 53.7 52.3 76.7 52.5 49.4 76.7 51.1 47.1 76.7 52.1 42.3 73.9 51.4 40.0 70.0 50.0 60.000 NEG -70.1 -157.8 -87.7 -139.9 -77.7 -57.2 - 128.6 -61.1 -53.1 -51.5 -50.5 -113.6 -49.5 -48.8 -109.8 -48.3 -46.7 -105.2 -48.6 -44.0 -101.4 -49.0 -42.1 -95.1 -48.5 -40.0 -90.0 -48.1 POS 70.1 76.7 76.7 62.2 76.7 76.7 57.2 53.1 76.7 51.5 50.5 76.7 49.5 48.8 76.7 48.3 46.7 76.7 48.6 44.0 76.7 49.0 42.1 73.9 40.0 70.0 48.1 63.000 NEG -149.0 -82.8 -58.6 -131.9 -53.8 -121.1 -49.9 -112.2 -49.4 -47.4 -45.8 -45.7 -102.9 -45.5 -43.8 -98.5 -41.1 -94.7 -39.7 -91.5 -45.7 -39.2 -90.0 -45.2 POS 76.7 76.7 58.6 73.3 53.8 76.7 58.8 49.9 49.4 47.4 76.7 45.8 45.7 78.7 45.5 43.8 76.6 45.9 41.1 73.7 48.2 39.7 71.1 39.2 70.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4" 2. tF 1146WAIALINIG wi 1 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. • o rt; 3/03, •A ANCI1ORACE NOTE lbw nee 1070 TECHNOLOGY DRIVE 1101(04115 PL 31275 P O. BOX 1523 Visibly Better ; f PRESSURES- )0( CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON-IMPACT Vz..f for Lucas Turner. P.E. PE 058201 Mechanical • • •• • • • • • • • • • • • • • • • Road ay • COMPARATIVE ANALYSIS TABLE 4. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" 1 G. (118" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) " WIDTH 36.000 72.000 69.3 61.8 37.000 74.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 • 6y. Ogo uq FX 'MX" WIDTH 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 P 6.080 • 0 • •1• • • 0• ;go via • to * • • wt.*. WHAM •e • • • • • u 12/02 117.000 A B • • HEIGHT 26.000 31.000 36.000 38.375 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 NEG -90.3 B -210.0 76.7 C -90.3 A -86.5 B -210.0 C -86.5 A -78.4 C -78.4 76.7 A -71.6 71.6 B -210.0 76.7 C -71.6 71.6 A B C A B C A B C A B C A B C A B C A B C A B C A - 64.9 64.9 -194.7 78.7 -64.9 64.9 -59.3 -178.0 -59.3 -55.4 -166.2 -55.4 -51.7 -155.0 -51.7 -50.7 -152.0 -50.7 -48.9 -146.6 -48.9 -47.2 -141.6 -47.2 -45.6 -138.9 -45.6 •44.9 "2 as. { POS NEG POS 76.7 -.0 76.7 76.7 -85.0 76.7 78.7 -81.0 76.7 76.7 76.7 76.7 59.3 -49.8 -210.0 76.7 -210.0 -81.0 76.7 -78.9 -72.6 72.6 -68.8 -210.0 76.7 -209.3 -72.6 72.6 -69.8 - 65.7 65.7 -62.5 -197.2 76.7 -65.7 65.7 -59.0 59.0 -177.1 76.7 -59.0 59.0 -53.6 53.6 76.71 -160.8 76.7 59.31 - 53.6 53.6 55.4 49.8 76.7 55.4 51.7 76.7 -149.3 78.7 -49.8 49.8 -46.2 46.2 -138.7 76.7 51.71 - 46.2 46.2 50.7 -45.2 46.2 76.7 50.7 48.9 76.7 48.9 47.2 78.7 47.2 45.6 76.7 45.6 -135.7 76.7 -45.2 45.2 -43.5 43.5 -130.6 76.7 -43.5 43.5 AQraE;NI; • REVRSEAI701=AGE NOTE ••• • -187.5 -62.5 -55.6 -166.7 -55.6 -50.0 -150.0 -50.0 -46.2 -138.5 -46.2 -42.6 -127.9 -42.6 -41.7 -125.0 -41.7 -40.0 -120.0 -40.0 -125.9 76.7115.4 -42.0 42.0 -38.5 -42.0 42.0 -38.5 -40.5 40.5 -121.5 76.7 - 40.5 40.5 .44.2 -39.1 39.1 76.7 -117.4 76.7 a4.a -39.1 39.1 age i�.4421 46.2 -44.9 NEG POS NEC -76.1 76.1 -70.7 POS 70.7 76.7 -83.3 76.7 -79.3 76.7 -73.8 73.8 -89.3 69.3 -37.0 -111.1 -37.0 -35.7 -107.1 62.5 -61.7 61,7 76.7 -210.0 76.7 76.7 -77.8 78.7 68.8 -66.0 66.0 76.7 -207.8 76.7 69.8 - 69.3 69.3 76.7 -185.1 76.7 62.5 -61.7 61.7 55.6 - 54.5 54.5 76.7 -163.5 76.7 56.6 - 54.5 54.5 50.0 -48.8 76.7 -146.5 50.0 -48.8 76.7 -134.8 46.2 -44.9 42.6 -41.4 76.7 -124.2 42.6 -41.4 41.7 -40.4 76.7 -121.3 41.7 -40.4 40.0 -38.8 76.7 -116.3 40.0 -38.8 38.5 -37.2 76.7 -111.6 38.5 -37.2 37.0 -35.8 76.7 -107.4 37.0 -35.8 35.7 -34.5 76.7 -103.4 48.8 76.7 48.8 44.9 76.7 44.9 41.4 76.7 41.4 40.4 76.7 40.4 38.8 76.7 38.8 37.2 76.7 37,2 35.8 76.7 35.8 34.5 76.7 43.000 NEG -63.2 -210.0 -69.3 -61.8 -210.0 -88.7 -58.9 -207.5 -66.5 -58.1 -183.7 -81.2 -52.8 -180.3 -53.4 -47.4 -142.2 -47.4 -43.3 -129.9 -43.3 -39.6 -118.9 -39.6 -38.6 -115.9 -38.6 -38.9 -110.6 -36.9 -35.4 -106.1 -36.4 -33.9 -101.8 -33.9 -32.6 -97.9 POS 63.2 76.7 76.7 68.7 58.9 76.7 86.5 56.1 76.7 81.2 52.8 76.7 53.4 47.4 78.7 47.4 43.3 76.7 43.3 39.6 76.7 39.6 38.6 78.7 38.6 36.9 78.7 36.9 35.4 76.7 35.4 33.9 76.7 33.9 32.6 76.1 1070 TECHI4QLOOY 701(04413, R. 34275 P.O.00.7 15s 701(0MIS. 71 34274 48,000 NEC -55.6 -183.2 -61.1 -54.5 -180.5 -60.2 -51.9 -174.8 -58.2 -50.2 -169.9 -55.7 -48.1 -160.0 -52.9 -46.4 -140.6 -46.9 -42.5 -127.4 -42.5 -38.5 -115.6 -38.5 -37.5 -112.5 -37.5 -35.7 -107.1 -35.7 -34.1 -102.3 -34.1 -32.6 -97.8 -32.6 -31.3 -93.8 POS 55.6 76.7 61.1 54.5 76.7 60.2 51.9 76.7 58.2 50.2 70.7 56.7 48.1 76.7 52.9 46.4 78.7 48.9 42.5 76.7 42.5 38.5 76.7 38.5 37.5 76.7 37.5 35.7 78.7 35.7 34.1 76.7 34.1 32.6 76.1 32.6 31.3 72.9 50.625 NEG -52.1 -169.7 -56.6 -51.0 -187.0 -55.7 -49.2 -161.2 -53.7 -47.3 -156.4 -52.1 -45.6 -151.7 -50.5 -43.8 -140.6 -46.9 -42.3 -127.0 -42.3 -38.3 -114.8 -38.3 -37.2 -111.5 -37.2 -35.3 -106.0 -35.3 -33.7 -101.0 -33.7 -32.1 -96.4 -32.1 -30.8 -92.3 PST Visibly Better POS 52.1 76.7 56.6 51.0 76.7 55.7 49.2 78.7 63.7 47.3 78.7 52.1 45.6 76.7 50.5 43.8 76.7 48.9 42.3 76.7 42.3 38.3 76.7 38.3 37.2 76.7 37.2 35.3 78.7 36.3 33.7 76.7 33.7 32.1 75.0 32.1 30.8 71.8 54.000 NEC -48.4 -155.0 -51.7 -47.5 -152.4 -50.8 -45.5 -146.7 -48.9 -44.2 -141.9 -137.2 -45.7 -41.1 -133.3 -44.4 -39.9 -127.0 -42.3 -38.2 -38.2 -37.0 -37.0 -35.1 -105.3 -35.1 -33.3 -100.0 -33.3 -95.2 -31.7 -30.3 -90.9 Sarlml lade POS 48.4 76.7 51.7 47.5 76.7 46.5 76.7 48.9 44,2 78,7 47.3 42.4 76.7 41.1 76.7 44.4 39.9 76.7 42.3 38.2 76.7 38.2 37.0 37.0 35.1 35.1 33.3 33.3 31.7 74.1 31.7 30.3 70.7 57.000 NEG -45.3 -143.9 -48.0 -44.4 -141.4 -47.1 -42.8 -135.9 -45.3 -41.5 -131.2 -43.7 -40.1 -126.4 -42.1 -38.9 -122.5 -40.8 -37.7 -119.8 -39.9 -36.6 -37.9 -111.1 -37.0 -35.1 -105.2 -35.1 -33.2 -99.7 -33.2 -31.6 -94.7 -31.6 -30.1 -90.2 NT$ POS 76.7 48.0 44.4 76.7 47.1 42.8 76.7 45.3 41.5 76.7 43.7 76.7 42.1 38.9 40.8 37.7 76.7 39.9 36.6 76.7 37.0 35.1 76.7 35.1 33.2 76.7 33.2 31.6 73.7 ,31.6 30.1 70.2 NEG -42.1 -134.3 -44.8 -131.9 -44.0 -40.3 -126.5 , -42.2 -39.1 -121.9 -40.6 -38.2 -117.2 -39.1 -113.3 -37.8 -35.9 -110.6 -34.7 -108.1 -35.8 -34.3 -107.5 -33.6 -105.2 -34.4 -33.0 , -33.2 -31.6 -94.7 -30.0 -90.0 POS 42.1 76.7 44.8 41.6 76.7 44.0 40.3 78.7 42.2 39.1 76.7 40.6 38.2 76.7 39.1 36.9 76.7 37.8 35.9 76.7 36.9 34.7 76.7 35.8 34.3 76.7 35.3 33.6 76.7 34.4 33.0 76.7 33.2 31.6 30.0 70.0 .1110TESe 17KiR INSTAttATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4" A TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 63.000 NEC -39.7 -125.9 -42.0 -39.2 -123.6 -41.2 -37.8 -118.4 -39.5 -37.3 -113.9 -38.0 -36.4 -109.3 -35.1 -105.4 -35.1 -34.0 -102.7 -34.2 -32.8 -100.2 -33.4 -99.5 -33.2 -32.0 -98.3 -31.4 -97.3 -31.9 -30.8 -94.7 -31.0 -30.0 -90.0 -30.0 POS 39.7 76.7 42.0 39.2 76.7 41.2 37.8 76.7 37.3 76.7 38.0 36.4 35.1 76.7 35.1 34.0 34.2 32.8 76.7 33.4 32.5 76.7 33.2 32.0 76.5 32.8 31A 31.9 30.8 73.6 31.0 30.0 70.0 30.0 1 4 2 0 1 4 IS Liataa A. Turner, PS. PE •58201 Itecharatta COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS '76.7 NEG POS NEG POS NEG PDS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 -120.0 76.7 -109.9 76.7 -101.0 76.7 " -87.1 78.7 -75.9 75.9 -71.1 71.1 - 65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 64.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 - 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 76.7 -164.1 76.7 C -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 76.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 - 65.7 65.7 -61.6 81.6 -57.9 57.9 - 54.7 54.7 48.000 72.000 A -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 - 58.7 58.7 - 54.0 54.0 - 50.4 50.4 -47.2 47.2 X4.4 44.4 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 78.7 -188.9 78.7 -176.0 76.7 -161.9 76.7 -151.1 76.7 -141.7 78.7 -133.3 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 - 63.0 63.0 -56.7 58.7 -54.0 54.0 - 50.4 504 -47.2 47.2 - 44.4 44.4 49.333 74.000 A - 87.5 67.5 -87.5 67.5 -67.5 67.5 - 67.567.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 - 49.4 49.4 - 46.3 46.3 - 43.5 43.5 8 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -185.5 76.7 -172.8 76.7 -158.5 76.7 -148.1 76,7 -138.6 76.7 -130.6 76.7 C -67.5 67.5 -677.5 67.5 -87.5 67.6 -67.5 67.5 -87.5 67.5 -61.8 61.8 -57.6 57.8 -52.9 52.9 -49.4 49.4 -48.3 46.3 - 43.5 43.5 53.125 79.688 A -58.2 58.2 - 58.2 68.2 - 58.2 582 -58.2 58.2 - 58.2 58.2 -58.2 58.2 - 54.8 54.8 -50.3 50.3 - 46.8 46.8 - 43.8 43.8 -41.2 41.2 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.8 76.7 -174.6 78.7 -174.6 76.7 -164.5 76.7 -150.9 78.7 -140.5 76.7 -131.5 76.7 -123.8 78.7 C -58.2 58.2 -58.2 58.2 - 58.2 58.2 -58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 54.8 54.8 - 50.3 50.3 -48.8 48.8 -43.8 43.8 -41.2 41.2 56.000 84.000 A - 5 2 . 7 5 2 . 7 - 5 2 . 4 5 2 . 4 - 5 2 . 4 5 2 . 4 - 5 2 . 4 5 2. 4 - 5 2 . 4 5 2 . 4 - 5 2 . 4 5 2 . 4 -52.4 52.4 - 48.6 48.6 -45.2 46.2 -42.2 42.2 - 39.6 39.8 B -158.0 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 76.7 -157.2 78.7 -157.2 78.7 -145.7 76.7 -135.5 76.7 -128.7 75.7 -118.9 78.7 C -52.7,52.7 -52.4 52.4 -52.4 52.4 - 5 2 . 4 52.4 -52.4 52.4 - 52.4 52.4 -52.4 52.4 -48.6 48.8 -45.2 45.2 -42.2 42.2 - 39.6 39.6 60.000 90.000 A - - 48.5 46.5 45.6 45.6 -45.6 45.6 -45.6 45.8 � - 45.8 45.6 - 45.6 45.6 -45.6 45.6 -45.6 45.6 - 43.2 432 -40.3 40.3 -37.8 37.8 B -139.4 76.7 -136.9 76.7 -138.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -129.5 76.7 -120.9 76.7 -113.3 78.7 G - 48.5 46.5 -45.5 45.6 -45.6 45.6 -45.8 45.6 - 45.6 45.6 -45.6 45.6 -45.8 45.6 -45.8 45.6 - 43.2 43.2 - 40.3 40.3 -37.8 37.8 64.000 98.000 A -41.6 41.6 - 40.1 40.1 - 40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 40.1 40.1 - 38.6 38.6 - 36.2 36.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 76.7 C -41.6 41.6 - 40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 40.1 40.1 - 40 40.1 - 40.1 40.1 - 38.8 38.6 -36.2 38.2 67.333 101.000 A - 38.2 38.2 ., - 36.5 36.5 - 36.2 38.2 - 36.238.2 36.2 36.2 -36.2 36.2 - 36.2 36.2 - 36.2 36.2 -36.2 362 - 36.2 36.2 - 36.0 35.0 B -114.6 76.7 -109.4 76.7 -108.7 76.7 -108,7 76.7 -108.7 76.7 -108.7 76.7 -108.7 78.7 -108.7 78.7 -108.7 76.7 -108.7 78.7 -105.0 76.7 C -38.2 38.2 - 38.5 38.5 -36.2 36.2 - 36.2 38.2 -36.2 36.2 - 36.2 36.2 - 36.2 36.2 -36.2 36.2 -38.2 36.2 -38.2 36.2 - 35.0 35.0 70.917 _ 106.375 A -35.2 35.2 - 33.2 332 -32.7 32.7 -32.7 32.7 �- 32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 - 32.7 32.7 -32.7 32.7 - 32.7 32.7 B -105.5 76.7 -99.6 76.7 -98.0 762 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 78.2 C -35.2 35.2 -33.2 33.2 32.7 32.7 32.7 32.7 -32.7 32.7 -32.7 32.7 - 32.7 32.7 -32.7 32.7 - 32.7 32.7 - 32.7 32.7 - 32.7 32.7 72.000 108.000 A - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 B -103.0 76.7 -96.9 75.4 -96.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 - 95.1 73.9 -95.1 73.9 -95.1 73.9 C - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 30.0 74.000 111.000 A - 3 2 . 9 3 2 . 9 - 3 0 . 8 3 0 . 8 - 3 0 . 0 3 0 . 0 - 3 0 . 0 3 0 . 0 - 3 0 . 0 3 0 . 0 - 3 0 . 0 3 0 . 0 - 3 0 . 0 3 0 . 0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C - 32.9 32.9 - 30.8 30.8 30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0_ - 30.0 30.0_ - 30.0 30.0 - 30.0 30.0 •• • • • • •• • • • • • • • • • • • NOTES: • •4. FOFtINFIILIViOTtgiN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4" 1 2/!1"3 CRETE -FLEX ANCHORS. 1F; 11ISTALC!N ' ITH 442 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ••• •• • • • •• • • 1 3 X O 1 3 X X O O X eaowlcl'�NU�� m4amlayta¢. eke 6tmrtd= Bahllegeede opesucreives Wriarybruis • j ( /2 //c r Wend* 08te.• > fist 3111 A • AactED:mit • "•Her. 0®: • Revbb"C FK • 1•17I015 E 8EA?4OJ.3E NOTE ••. • 1070 TECHNOLOGY DRIVE NOKOM6, FL 34275 P.O. BOX 1529 NOKOM,s: FL 34274 Visibly Better r_ PRESSURES- XO, OX, & 113- 4/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT Mme 7eoH: pkgs. I Most Drawn. CA-540 I NTS 7 d 12 7045 -9 I B Lucas A. Turner P.E. PE 058201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) X - O -" "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.000 36.000 38.375 43.000 ' 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -112.3 -87.1 76.7 -81.4 76.7 - -71.5 71.5 - 62.4 62.4 - 58.0 58.0 -53.2 53.2 -49.6 49.6 - 46.4 46.4 -43.6 43.6 UNEQUAL LITES B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -187.3 76.7 -174.1 76.7 -159.7 76.7 -148.8 76.7 -139.2 76.7 -130.8 76.7 C -112.3 78.7 -94.3 76.7 -86.3 76.7 - 72.9 72.9 -62.4 62.4 - 58.0 58.0 -53.2 53.2 -49.8 49.6 - 46.4 46.4 - 43.6 43.6 x 0 86.919 24.000 38.919 A -71.3 71.3 -89.7 69.7 - 86.9 66.9 -59.6 59.6 -52.3 52.3 - 49.649.6 -45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 -128.5 76.7 -119.6 76.7 -111.8 76.7 C -71,3 71.3 -71.3 71.3 -71.3 71.3 -65.5 '65.5 - 55.1 55.1 -50.8 50.8 - 46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 95.973 26.500 42.973 A - 58.5 58.5 - 58.5 58.5 - 58.5 58.5 - 54.9 54.9 -49.5 49.5 - 46.7 46.7 -43.6 43.6 -40.5 40.5 -37.6 37.6 -35.1 35.1 UNEQUAL UTES B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -158.4 76.7 -145.5 76.7 -131.8 76.7 -121.5 76.7 -112.8 76.7 -105.2 78.7 C - 58.5 58.5 -58.5 56.5 - 58.5 58.5 -58.5 58.5 -52.8 52.8 -48.5 48.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 O X 108.649 30.000 48.649 A - 46.5 46.5 -45.6 45.6 -45.6 45.6 - 45.6 45.6 -45.6 45.6 43.4'43.4 -40.8 40.8 - 38.2 38.2 - 35.3 35.3 -32.8 32.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -138.9 76.7 -136.9 76.7 -136.9 76.7 -124.9 78.7 -114.5 78.7 -105.8 76.7 -98.3 78.4 C -46.5 46.5 -45.8 45.6 -45.6 45.8 - 45.645.6 -45.6 45.8 -45.6 45.6 -41.6 41.6 - 38.2 382 - 35.3 35.3 -32.8 32.8 115.892 32.000 51.892 A -41.6 41.6 - 40.1 40.1 - 40.1 40.1 -40.1 40.1 - 40.1 40.1 - 40.1 40.1 -392 392 -37.1 37.1 - 34.3 34.3 -31.7 31.7 UNEQUAL UTES 8 -124.7 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -111.6 78.7 -102.8 76.7 -95.2 74.1 C -41.6 41.6 -40.1 40.1 - 40.1 40.1 - 40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 372 - 34.3 34.3 -31.7 31.7 122.000 33.687 54.627 A - 38.2 382 - 36.2 382 -362 36.2 -36.2 35.2 -36.2 38.2 - 382 38.2 - 382 36.2 - 36.0 38.0 - 33.6 33.6 -31.0 31.0 W g , enC Amps= Ng I x0 5 ..9, 71ix L3 �� ",- • . r,^ ',a B -114.6 76.7 -108.6 76.7 -108.6 76.7 -108.8 76.7 -108.6 76.7 -108.6 78.7 -108.6 76.7 -108.6 76.7 -100.8 76.7 -93.1 72.4 C - 38.2 382 -36.2 36.2 - 362 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 362 -38.2 36.2 - 36.2 38.2 - 33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A - 37.8 37.6 - 35.5 35.5 - 35.5 35.5 - 35.5 35.5 -35.5 35.5 -35.5 35.5 - 35.5 35.5 - 35.5 35.5 -33.5 33.5 -30.9 30.9 B -112.8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 - -92.8 - -- C -37.8 37.8 - 35.5 35.5 -35.5 35.5 35.5 35.5 -35.5 35.5 - 35.5 35.5 -35.5 35.5 -35.5 35.5 126.000 34.791 56.418 A - 36.3 36.3 - 33.933.9 - 33.9 33.9 _- -33.9 33.9 -33.9 33.9 - 33.9 33.9 - 33.9 33.9 - 33.9 33.9 B -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 78.7 -101.8 76.7 -101.8 78.7 -101.8 76.7 -101.8 76.7 C -36.3 36.3 - 33.9 33.9 - 33.9 33.9 - 33.9 33.9 - 33.9 33.9 - 33.9 33.9 - 33.9 33.9 - 33.9 33.9 - 130,000 35.898 58.209 A - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 - -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 B -103.5 76.7 -95.6 74.4 -95.8 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 - C - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 130.378 36.000 58.378 A - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 - B -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0. C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31., 31.7 -30.3 30.3 134.000 37.000 60.000 A -32.9 32.9 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 B -98.7 76.7 -90.1 70.1 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C _ -32.9 32.9 -30.0 30.0 - 30.0, 30.0. -30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0_30.0 "X0" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. ••• • • • • • •• NO att. 'a • 1 tO2 IIISIAL141 WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" • • TAPCCNS UR 1•t 4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. C { /21 /er US= A Turner, P.E. PE 058201 Rendes • 90700EC a s427s «n. NOKOAS$ P.O.9CX 9529 NOHO FL 34 Vis ibl y Be 7.,. PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, NON - IMPACT Bs K REWS REVISI•ANJfO)1QE NOTE �r 40 • • • • F s • o 2lOZ • M,Ner Ga19i r • _ I Nr.S I _ 8 m 12 web 704$ -9 B • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • - • • • ••• • • • • • • • o • • • ••• • • • •• • • ••• • • •• • • • • •• MAX. HEIGHT (SEE SHTS. 2 & 3) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • •• ••• ••• • • • •• • • • • • •VER`TU?AL•BECTION OPERABLE UNIT • • • • • • • • • •• •• • • MAX VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYUGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2), MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX Viribtp Da MAX. VENT + DAYLIGHT OPENING (SEE SHT. 2) 11 L.. MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL. SECTION - X SECTIONS f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 10 r��ly� H alt MAX. WIDTH (SE . 2) HORIZONTAL SECTION - XX TIM ALUMINUM CASEMENT WINDOW, NON - IMPACT pimin Casco I NTS I 9 d 12 I � 7045.9 re REFERENCE "XOX" FRAME . ASSEMBLY DETAIL, SHEET 10 4m PRODUCT RENI%' » es complying witis the flaido 9tddbg Carte MD- ' �.... ; :.e:•� a �f %�>Gs pIS 1'w0MS•101111Y • r!P!l4•M Lucas A. Turner. P.E. PE 038201 Afthankal • • • a Road eti • • • 4lG • • • • • 4K• • • • mow 6!: • • FRAME ASSEMBLY TUBE "X" FRAME JAMB er• F.K. ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• ••• • "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE #8x1 QUAD PH SMS (2) PER CORNER • • • • • • • • • • •• •• • • • 12x1 PH K SMS 13" MAX. O.C. WI (2) SCREWS 3 ".APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3° APART AT MID-SPAN "X" FRAME JAMB 1 "O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 3111110B • A• NEVIS& FIIMICASST OETAIL SCREW SPACING AV EM Li • SASH FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 107 TECHNOLOGY 3425NE P NoEC Ft GDR P.O. BOX 1325 NOKOM S: FL 34274 Visibly Reiter A .095" L 1.376" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 1 .434" 7 2.854" .062" NOM. 1.159" 2.139" « SASH FRAME HEAD, SILL, JAMB MAIL: 6083 -T6 DWG# 7003A 3.544" .062" NOM. 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT 10 "s 12 m mw .440 7045 - 9 11 .062" NOM. 2.784 " ---= FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A • ; • •�J7J RENEWED ea•�o•i$a thevkh rid: s t ibaktin "r. 1 for /or l•/1711 ea. . • • • 12 /12/02 a •• Cha!""Bp ••• • Lucas A. Tumer, P.E. PE 558201 Mechanical 2.919" 2OLS ITEM DWG # PGT. # DESCRIPTION 80 7005A FIXED WINDOW FRAME - BEAD, SR.L & JAMBS 81 1155 78IPQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 12) • • • • • •• • • • • • • • • • • • • • PARTS UST ITEM 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 VINYL BULB WSTP (TRICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. 43 44 45 46 5o 51 52 53 54 55 67 68 69 70 74 MAxml 9DVGLE LOCK .7 SINGLE LOCK KEEPER • 75 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7037 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 • •• 7918• • ' r 75 -• 7019 • POT. # 781PQA 781PQA 6701716 78X78PPSMS 7858ZA 710x1289 6TP247 6163K 61635K . 60976 78x12PSTW/B 67004 712X1PPT • - • • 741573 • • • 70834A DESCRIPTION MAIN FRAM • HEAD. 9Qd. & IAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/rX1/2°XI/8° CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 48 X I QUAD PH SI S BULB WBATHERS'IIUP .187X.240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE 410.24X .562 PH.PIC TYPE F MULTI-LOCK KEEPER (11. & LH.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8- 32X375 PH. PN. TYPE B STUD BRACKET (LH. & R.H.) #8 X 5/8" 91T. PHI, SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -0N HANDLE 12° 1QNas (HEAVY DIM) #10 X 300 PH. PM. 11511,1/8° ANNEALED GLASS 3!16 ANNEALED GLASS 3/16° TEMPERED GLASS 12" LG . GLASS (1/8°A,1/4" SPACE, U8"A) GLAZING BEAD (DSB, 3/16) GLAZING BEAD (1/2" LG.) PARABOND STUNG BLOCK SCREEN FRAME SCREEN CORNER-KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12 X 1• PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T HANDLE KNOB FOLDING HANDLE 88 X .750 QUAD PN SMS O f 3/16°,1/8° GLAZING BEAD MATL: 6063 -T6 DWG# 7037 .523° —►i .050° ° 0 1/2° I.G. GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040' C 1.000° .423° O CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 .125° .062° .040° 83 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1.124"r— .093° 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A � 993" ° �r�r.289 2.701" evauscr RENEWED as c om9E1 ng ea8h the 904610 Baleas Cod* o/' -• y 9320 ..1i47 W ribeelPheddis •i 4 • 8 Y•CS[. ese i2 (/''? ( /U.' nand OF F.K. eapeur a•o: • 14/1795 • wa•5• • 1n 4F fK bare 3/1003 esteem 93 8 1•vkbm• rag • • • • my,.. • mower 12!12102 NO C11 SHEET Apo 11N.•f 3 tem 44, SILICONE AND NEW rrEM 89 • _ • • • amr 10707ECNVOLOOY ORIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOKOMI5, FL 34274 P c�T Visibly Bette. PARTS LIST & EXTRUSIONS r4s ALUMINUM CASEMENT WINDOW, NON- IMPACT a..wuow ears, latest CA640 I NTS 11 of 12 7045 -9 Rem B Lucas A. Turner. P.E. PE 888201 Mechanical •• • • • • -••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ••• ••• •• •• • ••• A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 r ®SEE NOTE 2 0".1a7 me. chedway. u.r.. AK 12112/02 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4° MAX. SHIM A SEE NOTE 1 A Ix WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM 7 n ASEE NOTE 1 A SEE NOTE 4 {{ SEE NOTE 4 1 11` 1111111 111I{Ol:plll .• 1 1/4" MIN. 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 1 A SEE NOTE 4 KD70 TECIWOLOGYDRNE NOKOMIS PL 34278 P.O. etak 1818 NOKOMISS, 9. 34274 1/4" MAX. SHIM A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 A SEE NOTE 2 1 lilt( 11111,111111 1 111 = 1 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK A SEE NOTE 4 _J 1 MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APP CATIQNS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. ' • $EEdiEE l f•1 f�DF SI9ACING. • • .;WQ) BIJCZ<S24PI61/'ED IN THE SECTIONS ON THIS PAGE AS *ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD • BU€K AN• TIQNP4I IF• UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR • • • • tREA1E R. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITE 89, NICKING %ATE NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. • • • • • • ;Jr' lib • ADDE(4S14 PW OPTION • • • • • t 1 T RQ/ISE NO•�S . • KD REMOi/E3/10' TAPCONS S 614 SCREWS • • ••• • P ANCHORAGE DETAILS L G- ALUMINUM CASEMENT WINDOW, NON - IMPACT B Vuib/y Better 8.675likdeseSaaft 0,4 540 NTS 12 d 12 7045 -9 A 1 x WOOD BUCK (SEE NOTE 3) 1 /4 " MAX. SHIM � A SEE NOTE 1 — �ITi�I wom mom 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK Mop= lN• Fi :a PRODUCT RENEWED 9441411418 Cods SEE NOTE 4 Illatiticrignat /Mb IZR Lu4as A. Tumor, P.E. PE •68201 Mechtulleel 14 I " MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION The submitted documentation was reviewed by Jaime D. Gin, P.E. J_ .�I�o�la` MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WESP FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Mla mi Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wan- Aluminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or pmoess. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors. • • • • and shall be available for inspection at the job site at the request of the Building Offiicial. • . • • . • •••• • This NOA revises and renews NOA *04-0528.04 and, consists of this page 1 and evidence pages 1!-1 r E-2; as • • • well as approval document mentioned above. • • •••• • • . • • • .• •. NOANaf 1 •••• Expiration Date: f 1 28,2011 • • • • • Approval Data Jay!, 2006 ••• go1 • • ..•• • • . • • • •••• • • • •• • •• • • • • • • . • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04128/00, with last revision on 05/30106, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a 1x 2 x 3 A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. •••• • • . . • •••• • • .. • •• • ••• • .. • • • • • Chief, Product Canoed Divisi8d • • • • N $A alb -0124M • • . Expiration Daley. Mme 28, 2022 • • • Approval D eV 20, 2006 • • • E - 1 • • •••• • • • • •••• • • • • • •• • •• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01 /08 /11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 • • • • • •. • •. • • • • • ••• • • • JDuchscon, . • • Chief, Product Control A DivisiV • tvb.Xlki 46-0125.90.. Expiration Dade: tine 28, 2011. • • • • •••• • • • •. • •• • • • • Approval DMA o+y 20, 2000.. • • ANCHORS DETAIL "8", "C" OR V" AT BOTH ENDS AND AT BOTTOM MULLIONS FA W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +112 MULL. LENGTH = 111 • • • • • • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS e t --Wt W W 2 W3-- h W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = 111 BEEN USED IN THE DESIGN OF THIS PRODUCT. 1. THE 33 1/3Z STRESS INCREASE HAS NOT SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIM UM 3. MUUJQNS •4&E•ARPROi/ED •F 161114CT AND NON - IMPACT APPUCATIONS. 4. REP • Tgl4T VE2 £TL -2902, 2903 AND 2975. • • • L *0•T TD N(i4 04- 0721.01, 03- 0225.05 • • • • • : 1141/AF&PA I90 2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OQF� THE Fi.ORID BUILDING CQDE, 2004 EDITION FOR THE HIGH VELOCITY N�Rf I,kNC Z ONE f107.0. • • • 6. W(4610 YD ULIV�K$ QY TPIiRS, *MUST B� ANCHORED PROPERLY TO TRANSFER LOADS A T O WS SiRUCTIJRE i •• i •• ••• • • 7 OF MULUONS 1 UNITS. Robert I.. Clark. Structural 539712 P.E ANCHORS DETAIL "B "C" OR "0" BOTH ENDS ANCHORS DETAIL "B", C" OR 'b" BOTH ENDS 1070 TECHNOLOGY OHNE NORMS, FL P.O. BOX 1529 NOKOMIS, FL 34274 ■ w i WW1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1+W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO Read Ebe Aron er• P.J.P. swistillakk MULLS 48/00 MULLION TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS a / .w /06 58 MOTES 586 C-ADO MIL REFS. NTS ULUON H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = 11 OR H1 +H2 MULL LENGTH = W 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Shim& 5 0.in ma. 6220 POT ix MULU MUWON CUP. CUT FLANGES OFF CLIP TO FORM A tJ" CHANNEL AND INSTALL AS SHOWN PGT ix MULLIO FOR 1 MULL i" TYPICAL MUWON TO MULLION INSTALLATION. DETAIL "A" 1" PGT ix MUWON SEE NOTES 2 & 3 MIN. 2h( ,. 2" OR 4" TYPICAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TD INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 PGT 1x MUWO WOOD BUCK REMOVED TO CONCRETE #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY ML4MI—DADE L COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4 SS4 CRETE —FLEX MASONRY SEE ANCHORS MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO 1 'r .•; IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" } 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4 TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® sr ucco. 4. FOR MWLL• Q 6f Ut1NTJ7t Cr ANCHORS SEE SHEET 5. FOR ANCHOR E•A140 LOCPONS S Std .lG •1MINEITY OF PINNING SCREWS FOR MULL—TO —CUP TO 8L MO • 7H{ 1U4N7F110t; ANN ORS FROM CUP —TO— OPENING (MINIML M Oi•2 SCREWS PS? VLF J. 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORL4L REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO GINS j AND 2.ON SHEET 5. *FIND THE APPLICABLE MULL SIZE AND P URE•REOLNRL) fOR YOUR VPrCIVC APPLICATION. ANCHORING OR LOADING C6l(1317104 ND7:S(dOWW !WHEW SERAILS ARE NOT PART OF THIS APPROVAL. ALl STEEL•IN C8?'ACLyy((lITH 41/441M1 TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. Robert 4 park. P f PE 1132712 Structural • 1070 TECHNOLOGY OHN NOx0IA FL 34275 P.O. BOX 1529 NOKGIHG FL 34274 WOOD BUCK ! *WI') SEE •• , , • NOTE 1 MIN. O70 4728/00 2 Of? 4" TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. QUAIL "C" 2 OR 4 "— #12 FH SMS STAGGERED ON —i OPPOSITE SIDES (SO AS NOT I TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL " TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS K 750/06 tr NOTES 3* 5 Raid . 56/06 C limisionac MED. DEfi&S #12 FH SMS STAGGERED ON OPPOSITE 51DES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 MASONRY ANCHOR, SEE NOTES 1 & 3 11 STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION e,rp4Ya Ae•I PMM Amer 'Te7i3A1 SaNUA4e4 aoaa N•wde7 No. MULLS NTS 2 a 5 6220 l� D ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1 MULL CLIP (CUP TO OPENING) EXTRUSION DWG #1099 CLIP J.IIWG7V _CH" • • MUS •i • 1 x 2 � f'11;11/ • 7 x4x f/8 .1 11/16 s • • • • • ▪ • • • • • t i • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • L I A / 2 �MAx. MAX. r A TWO (2) ANCHOR LOCATIONS NOTES; • 1:I 08 TAT: QUANTITY OF ANCHORS SHOWN ARE FOR • •PITORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY • •81 ANCIVIRS. PLEASE REFER TO CHARTS 1 AND 2 ON • :SI • 7• AND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWC ''•' 3. •REFGRENBE (TEST REPORTS: FTL -2902, 2903 AND 2975. • • • © FOUR (4) ANCHOR LOCATIONS Robert 1. ask, P.E. PE 139712 Structural (3)EQ.SP.® (A -3/4)/ 1" MULL CLIP WJTABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 PIN. —r LA ® ONE (1) ANCHOR LOCATION 1070 11124110LOOY ORIE NOKOMA FL 34275 P.O. BOX 1529 MORONS. it 34274 gMIN. A 2 THREE (3) ANCHOR LOCATIONS TO BE USED ONLY W1TH PGT INDUSTRIES PRODUCTS FK. 530/08 M 1715 SHT F 58/08 yam Wm• bye P.J.P. 4 28/00 MIN. TYP. 1 " STD. WALL, ANCHOR LOCATIONS 1Rhv ALUMINUM TUBE CLIPPED MULLION SataAtedsk Sao* Oak 0.7.919 t10 MULLS I NTS 3 of 5 6220 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • J{J� • w • • • ; • • • . • • • • • • • • • • • • • • • i :RDIMENrE:777 RePOjif F114902, . -Z902, 2903 AND 2975 • • • ••• ••• • (T)'P) •1 •■■• Ix Sip. WALL MUDS MArL: 6063 -T6 TO 6E' USED QTY Rube4 L P.E PE 130712 Structural 1070 1EO 0t0GP 0RME Nq(0Ap y n. 34275 P.O. BOX 1829 NOK0104 FL 34274 1 (TYP) WITH PGT INDUSTRIES PRODUCTS F.K. °%/06 ; Ha 1115 Sr. Rft7-2 558/06 C-N0 G JIBS Siff P. P 428/00 Ona•Sme 1" STD. WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Sartm /Yoak MULLS 1X Oat Oo•4g Div. 4 •f 5 6220 Rag D ••• • • • • ••• • w • 0 • • • • • • • • • ••• • • • • • • • • • • • • w • •• •• • • • •• •• ••• • • • ••• • • CUP TO OPENING CHART 1. - 1x2x.125 QTY. & TYP. ( OPENING WIDTH 114 INCHES ANCHOR 50 60 ' 70 80 90 - 100 110 120 130. 160 80.625 70 61 55 52 50 49 49 49 49 49 CUP TO MULL ( (2)A (2)A (2)A ( ( ( ( ( ( ( B ( B (2) B (2) B (2) B ( B ( B ( B ( B ( B (1) B (1)B (1) B (1)13 (1)13 (1) B (1)B (1) B (1)B (1)B 42 48 129 115 107 104 103 103 103 103 103 103 83 73 67 63 61 61 61 6 1 61 61 54 57 49 44 41 39 38 38 38 38 38 60 41 35 31 29 27 26 25 25 25 25 63 35 30 2 7 2 4 23 22 21. 2 0 20 20 88 30 26 23 21 19 18 18 17 17 17 72 23 20 17 16 CHART 2. - 1x4x.125 QTY. & TYP. 50 60 70 CUP TO OPENING CUP TO MULL 42 170 170 170 48 170 170 ` 170 50.625 170 170 " 170 of 54 170 170 170 60 170 170 157 83 170 160 141 Z 68 170 145 127 ••72 .1200 1050 78 :20'4 :132 : d0 : 5 '.78'311:•s, • • Wu ` Et5 • 90 72 60 53 • 68 59 50 • 43 • . 101i 41. :3i • 30 •'• till 38::3b' Z% • 144 17 ' - - (2) A (2)A (2)A (4) B (4) B (4) B (3) B (3) B (3) B 80 90 100 110 120 130 160 (2)A (2)A (2) A (2) A (2)A (2)A (2)A (4) B ` (4)B (4) B (4) B (4) B (4) B (4) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170. 170 170 162 158 _ 157 157 157 157 143 134 127 _ 124 122 122 122 128 119 112 108 108 106 . 106 115 106 100 96 93 - 92 92 86• 87 81 77 74 72 71 41.1 74 69 65 63 61 59 7,4• 68 63 60 57 55 53 59 53 49 48 44 42 40 47 43 39 37 35 33 31 p8 _ . ` 35 32 30 28 27 24 P7; ;24 22 20 19 18 16 .14 0 20 19 17 18 76 20 17 15 78 18 15 - OPENING WIDTH IN INCHES 1 "g- o% g° gwit. P£ Vertical Mull Width Mull Length Horizontal Mull 1 Opening Width l -- Mull Length _' Multiple Mulled Units it 7 Matt Length \wing Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2905 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4% OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/e) 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS 1070 TECHNOLOGY aa1E N101 ein Ft 34275 P.O. BOK 1049 NOKOHIM FL 34274 J0/08 0- 7R 1HIS Stir F.K. 58/04 C-WRKED CHANGE Drawn P.J.P. 4 28/00 1 " STD. WALL, PRESSURE new ALUMINUM TUBE CLIPPED MULLS 1 [ NTS 15 « 5 I CHARTS 1 & 2 MULLION 6220 D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) l)- MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with Standard Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. Horiz. Roller (STD. MTG. RAIL) ", sheets 1 through 10, prepared, signed and sealed by Robert Clark, P.E. on 04/03/07, bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to com$} • 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, Flotlda, "and folrowedby • the expiration date may be displayed in advertising literature. If any portion of the NOA is ..hayed, then ii sriall • be done in its entirety. •••• • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactured or+its distritat s • • • and shall be available for inspection at the job site at the request of the Building Official. • • • This NOA renews NOA # 02- 0313.10 and consists of this page 1, evidence page El, as we"lla��pproval • • • • • • documents mentioned above. • • • • • • • • • • The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. • • • • NOA No. 07 -0214.17 0 y Expiration Date: June 27, 2012 ' j 1°3/ ( Approval Date: May 03,2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 268 -1, titled "Alum. Horiz. Roller (STD. MTG. RAIL) ", sheets 1 through 10, dated 02/08/07 with revision C dated 02/06/07, prepared by PGT Industries Inc., signed and sealed by Robert Clark, P.E. on 04/03/07. B. TESTS 1. Test reports on 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test - Loading 3) Water Resistance Test 4) Forced Entry Test along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3335, 3336, 3337, 3338, 3339, 3340,3341,3342,3343,334 and 3345 dated January 22, 2002 and 4692 dated 08/30/05 per PA 202 and TAS 202, signed and sealed by Luis Figeredo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, 49 pages prepared by PGT Industries, dated 02/09 /07 and 14 pages dated 04 /3/07 signed and sealed by Robert Clark, P.E. D. MATERIAL CERTIFICATIONS None E. STATEMENTS 1. Statement letter of no financial interest, dated 02/09/07, signed and sealed by Robert Clark, P.E. 2. Statement letter of the code compliance, dated 02/09/07, signed and sealed by Robert Clark, P.E. • • • • • • • •••• • • .• •• • ••• • • • • • .. E -1 • .. • • • • • • • . .. .. • • • • .. .. •... • • • • • .. • Mohammed Ighal Shaikh • • • Sr. Building Code Compliance Specialist• NOA No. 07- 0214.17 Expiration Date: June 27, 2012 Approval Date: May 03, 2017 • • • •• ••• • • • • GENERAL NOTES: NON - IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: A. 1/8' ANNEALED (DSB) B. 3/16* OR 1/4' ANNEALED C. 3/16* OR 1/4' TEMPERED D. 1/2' I.G.,1/8' ANNEALED OUTBOARD, 1/4* AIR SPACE, 1/13* ANNEALED INBOARD E. 1/2' I.G., 3/16" ANNEALED OUTBOARD, 3/16" AIR SPACE, 1/8' ANNEALED INBOARD 2. CONFIGURATIONS: O XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. it SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT A RESISTANCE IS REQUIRED, • 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. FJf• • • • • • • •• ••• •• • • • • • c... B REDRAW& FBC CURRENT' EDITION. ADD U4• 2/5/07 • C •• I/fONO & 7L FTL4692/DOW MSTANT OLAZF U1. VIVO • 130 AVO404 NOT SUBMITTED • 4/23Ca A• ADD 1/11/ S �eF � • • • *o•*• • 40.Ygw• • • • • nn.,* •e1de. FJC 82 08 J.,L J 071/0 •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • ••• • • 7. REFERENCES: TEST REPORTS FTL-3335, 3336, 3337 3338, 3339, 3340, 3341, 3342, 3343, 3344, 3345 AND 4892. ® ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ® BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 7/18' NOM. 1070 TECHNOLOGY ERNE NOK M IS, FL 34276 P.O. BOX 1829 NOKOMIS, FL34274 Vi Eerier OUTSIDE 1' INSIDE OUTSIDE I-1/8 ", 3/18' OR 1/4' ANNEALED, 3/16" OR 1/4" TEMPERED TYP. MONOLITHIC GLAZING DETAIL 27 OR 28 1/8' OR 3/18" ANNEALED INSIDE \., —' _', �111 �. II 0 1/8 ANNEALED 1/4' OR 3/16" AIR SPACE 1/2' NOM. 1/2" INSULATED GLASS GLAZING DETAIL GENERAL NOTES & GLAZING DETAILS. STD. ALUM. NORM _ ROLLER WINDOW (STD. MTG. RAIL Rae HAM I NTS �1 10 Draft Ms 268 C ® NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 DESIGN PRESSURES 3,4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6,7 CORNER DETAIL. 7 ANCHORAGE 8-10 • • • • • • • • •• MAX DLO VENT 581/2' MAX XOX FIXED LITE DLO •• ••• • • • • • • • • • • • • • • • • ••• •• 8 '. X I F • • 64 5/18' MAX. DLO FIXED 120' MAX WINDOW WIDTI I DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL A— OX OR X0 57' MAX 63 " XOX MAX. VENT XOX DLO WINDOW HEIGHT X iW 27 3/8' I MAX DLO VENT 273/8' MAX DLO FIXED 00" MAX WIDTH DETAIL C — XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE. 3. SEE SHEET 7 FOR CORNER CONSTRUCTION. Apprcrert xs i.:, ...�._. Florkla Da' a. C ad:•;: Oats ✓ 7/ % 3 > NOM r •- •� Miami &WM r r rt �st � �� By It) J re".aex FJC iamdik ex• MC • ors 21607 oar e 1$a REDRA W A ID COI 8OL I DAT E ELEVATIONS T,FOATEANC:101 pfd► AWT3UBMlTIED ADIIANGAR moo FJC 1111/02• 41- 1070 TECHNOLOGY DRIVE NOICOM18. FL 84.175 P.O. BOX 16� NOK0103. FL 94274 Pc,T Visibly Better ELEVATIONS 7- ALUM. HORQ ROLLER WINDOW (STD. MTG. RAIL tioloftde ear asp •..• HR201 I NTS 12 d 10 I � 268-1 I C �f7 Robert L Clark. P.E. PE 939712 Structural • •• • • • • ••• • • • • • • • • • • •• • • • • • • • • • •• •• ••• ••• • • • • • • •• • w DLO FIXED Cj DLO VENT I A 118" 1AX. XED .ITE ILO 4 • • i • • C • . • 74" MAX WIDTI I • • • • • • • • •• MAX DLO VENT 581/2' MAX XOX FIXED LITE DLO •• ••• • • • • • • • • • • • • • • • • ••• •• 8 '. X I F • • 64 5/18' MAX. DLO FIXED 120' MAX WINDOW WIDTI I DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL A— OX OR X0 57' MAX 63 " XOX MAX. VENT XOX DLO WINDOW HEIGHT X iW 27 3/8' I MAX DLO VENT 273/8' MAX DLO FIXED 00" MAX WIDTH DETAIL C — XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE. 3. SEE SHEET 7 FOR CORNER CONSTRUCTION. Apprcrert xs i.:, ...�._. Florkla Da' a. C ad:•;: Oats ✓ 7/ % 3 > NOM r •- •� Miami &WM r r rt �st � �� By It) J re".aex FJC iamdik ex• MC • ors 21607 oar e 1$a REDRA W A ID COI 8OL I DAT E ELEVATIONS T,FOATEANC:101 pfd► AWT3UBMlTIED ADIIANGAR moo FJC 1111/02• 41- 1070 TECHNOLOGY DRIVE NOICOM18. FL 84.175 P.O. BOX 16� NOK0103. FL 94274 Pc,T Visibly Better ELEVATIONS 7- ALUM. HORQ ROLLER WINDOW (STD. MTG. RAIL tioloftde ear asp •..• HR201 I NTS 12 d 10 I � 268-1 I C �f7 Robert L Clark. P.E. PE 939712 Structural • •• • • • • ••• • • • • • • • • • • •• • • • • • • • • • •• •• ••• ••• • • • • • • •• • DESIGN PRESSURES, GLASS TYPE: XO AND OX WINDOWS TABLE 1. A. DSB - 1/8" ANNEALED (FR- 3341,3345) C. 3/16" OR 1/4" TEMPERED (FTL- 3338,3342) E.1/2" LG. - 3/18A,3/16 "S,1/8A (FTL -3340) B. 3/18" OR 1/4" ANNEALED (FTL- 3339,3343) D.1/2" LG. - 1/8A,1/4S,1/8A (FTL -3344) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 A +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 54.7 +56.0 -78.7 +56.0 - 66.1 +50.3 - 50.3 +45.7 -45.7 B +58.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +58.0 - 88.2 +56.0 - 75.5 +56.0 -68.6 C +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +58.0 - 88.1 +56.0 -80.0 D +56.0 - 90.0 +56.0 - 90.0 +56.0 40.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -77.1 OassTAP NO E +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +58.0 - 79.5 +58.0 - 75.5 +56.0 -68.6 37.000 A +56.0 - 90.0 +56.0 - 73.0 +56.0 - 62.0 +56.0 - 56.8 +54.3 - 54.3 +49.7 -49.7 +37.7 -37.7 +34.1 -34.1 B +58.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 86.0 +56.0 - 79.6 +56.0 -662 +56.0 - 58.8 +512 -51.2 C +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -58.0 -59.7 D +56.0 - 90.0 +56.0 - 90.0 +56.0 -89.6 +58.0 - 75.3 +56.0 - 69.6 +58.0 -58.0 _+56.0 GL TYPE NQTAVAILABLL -:; E +58.0 - 90.0 +58.0 - 90.0 +56.0 - 90.0 +56.0 - 77.6 +56.0 - 71.7 +56.0 - 59.7 +56.0 -56.6 +512 -512 44.000 A +56.0 - 84.9 +56.0 - 67.0 +54.3 -54.3 +45.8 -45.8 +42.1 -42.1 +37.0 -37.0 +32.7 -32.7 +29.5 -29.5 8 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +58.0 - 75.5 +56.0 59.6 +56.0 - 57.6 +49.1 -49.1 +44.3 -44.3 C +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 87.0 +56.0 - 72.0 +56.0 - 573 +51.6 -51.6 D +56.0 - 90.0 +56.0 - 90.0 +56.0 - 79.4 +58.0 - 66.1 +56.0 - 60.9 +50.4 -50.4 _' GLASS TYPE NOT AVAILABLE, E +56.0 - 84.9 +56.0 - 84.9 +56.0 -81.8 +56.0 -68.1 +56.0 - 62.8 +51.9 -51.9 +49.1 -49.1 +44.3 -44.3 48.000 A +56.0 - 71.3 +56.0 -65.4 +53.3 - 53.3 +44.1 - 44.1 +402 -402 +33.1 -33.1 +30.5 -30.5 +27.5 -27.5 B +56.0 - 90.0 +56.0 - 90.0 +58.0 - 85.8 +58.0 -71.0 +56.0 -65.3 +53.8 -53.8 +45.8 -45.8 +412 -41.2 C +58.0 - 90.0 +58.0 - 90.0 +56.0 - 90.0 +56.0 - 88.8 +56.0 - 81.7 +58.0 -67.3 +53.5 -53.5 +48.1 -48.1 D +56.0 - 832 +56.0 - 83.2 +56.0 - 75.0 +58.0 -62.2 +56.0 -572 +47.1 -47.1 GLASS TYPE NOT AVAILABLE E +56.0 - 71.3 +56.0 - 71.3 +56.0 - 71.3 +56.0 - 64.1 +56.0 -58.9 +48.5 -48.5 +45.8 - 45.8 +412 -412 53.125 A +56.0 - 582 +56.0 - 582 +52.4 -52.4 +43.9 - 43.9 +40.0 -40.0 +312 -312 +28.3 -28.3 +25.4 -25.4 B +56.0 - 77.6 +58.0 - 77.6 +56.0 - 77.6 +56.0 -66.4 +58.0 -60.9 +49.9 - 49.9 +42.4 -42.4 +38.1 -38.1 C +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 83.0 +56.0 - 76.1 +56.0 - 62.3 +49.5 -49.5 +44.4 -44.4 D +56.0 - 67.9 +56.0 -67.9 +56.0 - 67.9 +56.0 - 58.1 +533 -53.3 +43.6 -43.6 GLASS TYPE NOTAVAIABLE E +56.0 - 582 +56.0 - 582 +56.0 - 582 +58.0 - 582 +54.9 - 54.9 +45.0 -45.0 +42.4 -42.4 +38.1 -38.1 83.000 A +42.7 -42.7 +41.4 -41.4 +41.4 -41A +41.4 -41.4 +39.7 -39.7 +32.1 -32.1 +25.0 -25.0 +22.3 -22.3 B +56.0 - 58.9 +552 - 552 +552 - 55.2 +552 552 +54.7 -54.7 +442 -442 +37.5 -37.5 +33.5 -33.5 C +56.0 - 712 +56.0 -69.0 +58.0 -69.0 +58.0 -69.0 +58.0 58.3 +55.3 - 55.3 +43.8 -43.8 +39.1 -39.1 D +49.8 -49.8 +483 -483 +48.3 -483 +483 -483 +47.8 -47.8 +38.7 -38.7 GLASS TYPE NOT AVAI ABLE E +42.7 -42.7 +41.4 - 41.4 +41.4 -41.4 +41.4 -41.4 +41.4 -41.4 +39.9 -39.9 +37.5 -37.5 +33.5 -33.5 66.000 A +39.5 -39.5 +37.7 -37.7 +37.7 -37.7 +37.7 -37.7 +37.7 -37.7 +31.9 -31.9 +242 -242 +21.6 -21.6 B +52.7 -52.7 +50.3 - 50.3 +50.3 - 50.3 +50.3 -50.3 +50.3 - 50.3 +42.9 -42.9 +36.4 -36.4 +32.4 -32.4 C +56.0 55.8 +56.0 - 62.9 +56.0 - 62.9 +56.0 -62.9 +56.0 - 82.9 +53.6 -53.6 +42.4 -42.4 +37.8 -37.8 D +46.1 146.1 +44.0 -44.0 +44.0 - 44.0 +44.0 -44.0 +44.0 -44.0 +37.6 47.6 GLASS TYPO NOT AVAILABLE +32.4 _, _ -32.4 E +39.5 -39.5 +37.7 -37.7 +37.7 -37.7 +37.7 -37.7 +37.7 -37.7 +37.7 37.7 +36.4 -36.4 • • • • • • 74f0r0 i. • • • 111 +32 9 e l 9. 6 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +20.0 -20.0 +20.0 _ -20.0 •Eb *4310 • 1.9• .+40.0 40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +35.0 -40.0 +30.0 -30.0 +30.0 -30.0 d 154$ i :541.8 •50.0 - 50.0 +50.0 - 50.0 +50.0 - 50.0 +50.0 -50.0 +45.0 -50.0 +35.0 -35.0 +35.0 -35.0 11 +373.4 - .4 +35.0 -35.0 +35.0 -35.0 +35.0 35.0 +35.0 45.0 +30.0 -35.0 G S1'X E +32.9 -32.9 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 1 +30.0 -30.0 • • • • • • • • • • Ras! Bp Das Re FA • 9/1 Ric • Pic HfAl2 • •• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• • . • •• • • • • REDRAW AND UPDATE' TABLE 1 PER ABM E 130002 ADD Ile MONObJT C UPGRADES ° UPDATEANWIONA010-NOT SUBMITTED �.. q, ... ADDAN$"IORDa • • • • • • •• • 1070 TECHNOLOGY DRIVE NOKOMIS. FL 94276 P.O. BQX 1678 NOKOtSSB. FL 91274 Pc �T V thfr Beues DESIGN PRESSURES, XO AND OX ALUM. HOR/Z ROLLER WINDOW (STD. MTG. RAIL eseeeeksic a.. Uwe H 1 •� NTS 3 or 10 288-1 C Approved ea cMFlgieg the Port& Ea c ep Date o m NOM Mond Dade E:ea tot Robed L Clark. P.E. PE #39712 Structural • • • • • • • • • • • • • DESIGN PRESSURES, XOX (1/4- 1/2 -1/4) WINDOWS TABLE 2. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL -3336) D. 1/2" LG. - 1/8A,1/45,1/8A (FTL -3337) C. 3/16" OR 1/4" TEMPERED (FTL -3335) E. 1/2" LG. - 3/16A,3/16 "S,1/8A (FTL -3337 UPGRADE) WINDOW WINDOW HEIGHT WIDTH 53.125 74.000 84.000 90.000 96.000 106.375 111.000 120.000 B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E 38.375 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +53.3 +56.0 +46.9 +54.7 +382 +44.5 +35.1 +40.9 +30.0 +35.0 -90.0 -90.0 -78.9 -90.0 -61 -71.4 -53.3 -622 -46.9 -54.7 -382 -44.5 -35.1 -40.9 - 30.0 - 35.0 44.000 +56.0 +56.0 +56.0 +56.0 i-56.0 +56.0 +53.3 +56.0 +46.9 +54.7 +382 +44.5 +35.1 +40.9 +30.0 +35.0 -782 -90.0 -64.7 -75.5 -612 -71.4 -53.3 -622 -46.9 -54.7 -382 -44.5 -35.1 -40.9 -30.0 -35.0 50.625 +56.0 +56.0 +52.5 +56.0 +49.2 +56.0 +47.7 +55.6 +46.5 +54.3 +38.2 +44.5 +35.1 +40.9 +30.0 +35.0 -65.1 -75.9 -52.5 -61.3 -49.2 -57.4 •47.7 -55.6 -46.5 -54.3 -382 -44.5 -35.1 -40.9 -30.0 -35.0 54.000 +56.0 +56.0 +47.9 +55.9 +44.6 +52.1 +43.1 +50.3 +41.9 +48.9 +38.2 +44.5 +35.1 +40.9 +30.0 +35.0 -60.0 -70.0 -47.9 -55.9 -44.6 - 52.1 -43.1 -50.3 -41.9 -48.9 -382 -44.5 -35.1 -40.9 - 30.0 -35.0 63.000 +49.6 +56.0 +38.9 +45.3 +35.8 +41.8 +34.4 +40.1 +33.1 +38.7 +31.5 +36.7 +30.9 +36.1 +30.0 +35.0 -49.6 -57.8 -38.9 -45.3 -35.8 -41.8 -34.4 -40.1 - 33.1 -38.7 -31.5 -36.7 -30.9 -36.1 -30.0 -35.0 DESIGN PRESSURES, XOX (1/3- 1/3 -1/3) WINDOWS GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL -3336) D. 1/2" LG. - 1/8A,1/45,1/8A (FTL -3337) C. 3/16" OR 1/4" TEMPERED (FTL -3335) E. 1/2" LG. - 3/16A,3/16 "S,1/8A (FTL -3337 UPGRADE) WINDOW HEIGHT WINDOW TABLE 3. WIDTH 48.000 53.125 60.000 74.000 • I;ddoa • • ' 90.800' • B,D,E C B,D,E C B,D,E C B,D,E C `, 11 - 4 Q 2 ' • B,D,E C •o 38.375 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +44.4 +51.8 ;3Q.0 • +35.0 -88.9 -90.0 -82.6 -90.0 -67.5 -78.8 -44.4 - 51.8 • -34.4 -402 • -30.0 -35.0 44.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +44.4 +51.8 +34.4 +402 +30.0 +35.0 -75.0 -87.5 -69.4 -81.0 -63.5 -74.1 -44.4 -51.8 -34.4 -402 -30.0 -35.0 50.625 +56.0 +56.0 +56.0 +56.0 +532 +56.0 +44.4 +51.8 +34.4 +402 +30.0 +35.0 -63.3 -73.9 -58.4 -68.1 -532 -62.0 -44.4 -51.8 -34.4 -402 -30.0 -35.0 54.00 +56.0 +56.0 +54.0 +56.0 +49.1 +56.0 +42.0 +49.0 +34.4 +402 +30.0 +35.0 -58.7 -68.5 -54.0 -63.0 -49.1 -57.3 -42.0 -49.0 -34.4 -402 -30.0 -35.0 63.000 +49.1 +56.0 +45.1 +52.6 +40.8 +47.5 +34.6 +40.3 +31.5 +36.7 +30.0 +35.0 -49.1 -57.3 -45.1 -52.6 -40.8 -47.5 -34.6 -40.3 -31.5 - 36.7 -30.0 -35.0 K • RIG Oak 28V7• aaa • i 8/1112 • • 1H1/02 c• A" ADD AM t % D& • J.J. RWRAW rABLES2a PER ASTME1300.02 ADD U4" k TE UPGRADES UPDATE' - NOT SLIMMED T ED Dar 02/88/07 • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34478 P.O. apt 1848 NOIO MIS. FL 34274 EIGT Vb/bly Herres DESIGN PRESSURES, XOX ALUM. HORIZROLLER WINDOW (STD. MTG. RAIL EiceesSerdab 4 D1 N 4 d 10 rt.."'" 268-1 C Robert L. Cleric, P.E. PE 039712 Structural • • • • • • • • • • • • • • WINDOW HEIGHT • • •• • • • • • •• • • • • • s ai C-C • • • • • • • (1 OR13C1iL SEC11ON) • MAX. WINDOW WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) SECTION A -A (HORIZONTAL SECTION - OX, XO SHOWN) APP+meedy'�mt roi �y“.4 Dag 10 NDAN Mho{ raided C MI the CONSOMME see otisANDADD 1 E4127 GLASS NO a1Atioemi S SEr- Nor 8ueABrrE0 ADD M71FR1ORABOMOR DESIONATIOIN 2/8/076 1017p2 : • �UO2 CO Rokkoc a.we oar ••p - 1070 TECHNOLOGY OWE NOKgAB, FL 54475 PO. BOX 152B NOR0608, FL 54274 PG" V/a1* Bean SECTIONS ALUM. HOR/Z WINDOW (STD. MTG. RAIL _ 188101 'Ha 5 10 I - 288-1 C Robert L Park, P.E. PE 039712 Structural •••• • • •• ••• • • • • • • • • • • • • •• • • ••• • • •• •• • • • • • • • : • : • • • • • • • • • ••• Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 35 36 38 Dwg # Description 1155 #8 x1.000 , QUAD Pn., SMS 215B Flange Frame Head 110 Sash Stop 264 2658 1298 218A 219 1003 220B 1072 223A 242 227 225 226 221A 1001 222A 1096 1016 1265 -3 1267 1014 1013 1073 1278 1618 2718 39 2719 •„max aft 2/6D7• Oft • • 9/1102• ak • • w""157 4/28812 • IA F.K 1/11102 . Main Frame Sill Main Frame Sill Adapter Weep Hole Cover Flange Frame Jamb (fixed, XO ONLY) Flange Frame Jamb (Operable) Wstp., Bulb Vinyl Fixed Meeting Rail Wstp.,.187 x200, Fin Seal Sash Top & Bottom Rail Sash Top Guide (Anti-rack) End Cap #8 x 25, QUAD Pn., SMS Roller Housing & Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting Rail Sweep Latch #8 x.625 , Ph. Fl., SMS DSB Glass 3/16" or 1/4" Annealed Glass A 3/16" or 1/4" Tempered Glass 1/2" Insulated DSB/DSB 1/2" Insulated 3/16" Annealed/DSB 3/32 x1/4 x1 Setting Block 1/8 x1/2 x1 Setting Block Screen Frame Screen Comer Key Screen Spring Screen Pull Screen Spline Screen Cloth Glazing Bead (SSB/DSB) Glazing Bead - (3/16") 42• :12:4 "GI'dzieg paid, drill Kit - SSB /DSB 49 • 1263 • Glaing head - (1 41 :24 dead - 2" Insulated) 48 • 9237 'Glaring Bead, Kit - 3/16" Mat'I 6063 -T6 Fastener 6063 -T5 6063 -T5 6063 -T6 Plastic 6063 -T6 6063 -T5 Vinly 6063 -T6 Wthrstrip 6063 -T6 Plastic Plastic Fastener Plastic Brass Part 6063 -T6 Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber Rollform Bd. Rollform Bd. Rollform Bd. Plastic Plastic Plastic ADD 1A1 ITS ntses raw 00WINSrANre&ASS8 NO c ove 7-109 BI�EEr -NOT a:nenED OHAN (>1OT'�fS 10, 12818 DeleC awat Or PG1• # 6215W,B,T 781PQA 68387 6264 6265BW,B,T 71298 6128W,B,T 61088 66601 6220W,B,T 67919G 6223W,B,T 42105 42114 78X14PQAA 42112N 7BRWHL2 6221W,B,T 64664 6222W,B,T 71096 7858 712653K 71267N 61011 41903 78835M 70409K 68155K 61816 65196 65016 65133 6Vi48 6GB1274 6GB1237 44 Slicone Adhesive Dow 899, Instant Glaze II or Equal A 1070 TECHNOLOGY DRIVE NOKOb08. FL 04276 P.O. BQX 1570 NOKOWS, FL 847/4 1.010 18 SASH SIDE RAIL MAIL: 6083 -T6 DWG# 221A PIG"( Vrstbly Bett7r 10 FIXED MEETING RAIL MATL• 6083 -T6 DWG# 220B (d .082 — 1.683 1.082 1.750 20 SASH MEETING RAIL MAIL: 6063 -T6 DWG# 222A PARTS LIST AND SASH EXTRUSIONS .926 -1 1.457 ALUM. HOR/Z ROLLER WINDOW (STD. MTG. RAIL) ammo 01.47•. r"7 HR201 NTS 6 s 10 288-1 C 0 SASH TOP & BOTT. RAIL MATL: 6083 -T6 DWG# 223A ;wart emitAitagla4b** gSZIC 710) �s. Robert L Clark, P.E. PE 038712 Structural ••• • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • . • • • • • • • • VIEW D -D SHT.2 CORNER CONTRUCTION • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• • • •• • • • • • • • • • • • • • • •• •• • • • 1.642 O FRAME JAMB(OPERABLE) MAIL: 6083 -T5 DWG# 219 1.542 0707Ef 4OLOBYDRNE No103188, FL 34278 P.O. KM 15 NOI, FL 34274 2.209 0 FRAME JAMB(FIXED) NAVE• 6063 -T8 DWG# 218A 2.124 PST V/rfbb Better 1.827 2.824 0 SASH STOP MAIL• 6083 -T6 DWG# 110 O FRAME SILL MATT: 6083 -T6 DWG# 264 .050 0 FRAME HEAD MATT: 6083 -T6 DWG# 2150 5 SILL ADAPTER MAT'L• 6063 -T6 DWG# 2850 CORNER ASSEMBLY DETAIL & EXTRUSIONS aye ALUM. HORIZ ROLLER WINDOW(STD. MTG. RAIL) Row alf 7 d 10 � � H 268-1 C .875 Robert L Clan, P.E. PE #39712 Structural 2.428 • • • • • • • • • TABLE 4. ANCHORAGE, XO AND OX WINDOWS TO 50.626 HIGH ANCHOR TYPE & SUBSTRATE 26.500 37.000 44.000 48.000 53.125 83.000 88.000 74.000 3 A,B,C,D,E A B C,D,E A B,D C,E A B,D C,E A B C,D,E A B,D,E C A B,D,E C A B,D,E C HEIGHT 28.000 1, CONC o � S 6 1+0+1 1+2+1 1+0 +1 140+1 140+1 1+0+1 140+1 140+1 1+0+1 140+1 1+0+1 140+1 240+-2 1+0 +1 140+1 240+2 1+0+1 1+0 +1 2+0+2 140+1 1+0+1 2+0+2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z CONC fro I+0+1 1+0+1 1+0 +1 1+0+1 1+C2 +I 140+1 1+0+1 1402+1 140+1 1402+1 1402 +1 1+0+1 140+1 140+1 140+1 1+0+1 1+0+1 140+1 1402+1 1+0+1 1+02 +I 1+02+1 m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,3,WOOC { as 1+02+1 I+0+1 14(2+1 1+0+1 1+0+1 140+1 14(2+1 140+1 1+0+1 1+0+1 140+1 1+0+1 2+0+2 140+1 1+0+1 2+0+2 1+0+1 1+0+1 2+0+2 140 +1 1+02 +1 2+0+2 m 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38.375 1, CONC o I S 6 140 +1 1402+1 1+0+1 1+0 +1 1+0+1 1+0+1 1+0+1 140+1 1403+1 140+1 1+0+1 140+1 240+2 140+1 1+02+1 2+0+2 1402+1 140+1 2+0+2 140+1 140+1 2+0+2 m 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2, CONC S o6 1+0 +1 1+0+1 1+02 +1 1+0+1 1+0+1 1+0+1 1+0+1 1+0+1 140+1 1+0+1 1+0 +1 1+0+1 1+0 +1 140+1 1+0 +1 1+0+1 1+0+1 140+1 1+0+1 1+0+1 1+0 +1 1+0+1 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2,3.WOOD o � 2 6 1+0+1 1+0 +1 1+0 +1 1+0+1 1+0+1 1+0+1 140 +1 I+0+1 140 +1 1+0 +1 1+0 +1 1+0+1 2+0+2 1+0+1 1+0+1 240 +2 1+0+I 1+0+1 2+0+2 1+0+1 1+0+1 2+0+2 m 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 44.000 1, CONC o � 0 F3 1+0+1 1+0+1 1+0 +1 140+1 1+0+1 140+1 140+1 140 +1 1+0 +1 140+1 140+1 1+0+1 2+0+2 1+0 +1 1+0+1 2+0+2 1+0+1 1+0+1 240+2 140+1 140+1 2+0+2 m 3 3 3 3 3 3 3 3 3 4 3 3 4 3 3 3 3 3 3 3 3 3 Z CONC o 1+0+1 1+0+1 1+0+1 1+0 +1 1+0+1 140+1 140+1 140 +1 1+0 +1 1+0+1 140+1 1+0+1 1+0+1 1+0 +1 140+1 1+0+1 140+1 140+1 1+0 +1 1+0 +1 1+0 +1 1+0 +1 CO 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2,3,WOOC O to Z o6 1+0+1 1+0+1 1+0 +1 140+1 1+0+1 1+0+1 1+0 +1 1+0+1 1+0+1 140+1 1+0+1 I+0+1 2+0+2 1+0 +1 140+1 2+0+2 140+1 1+0+1 2+0+2 1+0+1 1+0 +1 2+0+2 m 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 50.625 1, CONC 0 1+02+1 1+02+1 1+0+1 140+1 1+0 +1 1+0+1 1+0+1 1+0 +1 1+0+1 140+1 1+0+1 1+0+1 2+0+2 140+1 1+0+1 240+2 I+0+1 1+0+1 2+0+2 1+0+1 1+0+1 2+0 +2 m 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2, CONC 1+0+1 1+0+1 1+0+1 1+0+1 1+0+1 1+0+1 1+0+1 to 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 o 1+0+1 1+0+1 140+1 140+1 140+1 140+1 140+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 TABLE 4A. ANCHORAGE, X0 AND OX WINDOWS OVER 50 625 HIGH TO 72 000 HIGH A,B A 37.000 B C,D,E A 44.030 B,D A 48.030 B.D A 53.125 B C,D,E A 83.000 B,D,E 26.500 Read 80 DOC Date ova HEIGHT 54.000 140+1 140+1 1+0+1 140+I 140+1 240+2 mamas • 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+0+1 1+0+1 140+1 1+0+1 140+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+0+1 140+1 140+1 144/24104 1+0+1 titip-I 2,0+2 1+554-441 14C241 4 140+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 140+1 1+0+1 1+0+1 1+0+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+0+1 140+1 1+0+1 1+0+1 140+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 140+1 1+0+1 140+1 140+1 140+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ASH NEM CONSOLIDATED ANCHORAGE SPACING. 1. 02/08/07 I 1+0+1 140+1 140+1 140+1 140+1 140+1 140+1 140+1 140+1 140+1 140+1 140+1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1+0+1 1+0+1 140+1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 140+1 1+0+1 140+1 140+1 140+1 140+1 140+1 1+0+1 1070 TEISGIOLOGY DRIVE NOKOMIS, RUM P.O. 89X 152D NOKOMIS. R. 30234 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1+0+1 1+0+1 1+0+1 140+I 140+1 1+0+1 140+1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I+0+1 1+0+1 1+0+1 140+1 1+0+1 140+1 Pc," 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 140+1 140+1 1+0+1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 W2L1 MAX MTG. RAIL EXAMPLE (C2) ANCHOR CLUSTER NOTES: 1. ANCHOR TYPES: 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8" MAX. FROM CORNERS & SILL: 8" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: 8" MAX. FROM CORNERS & TABLE KEY: 24C3+2 I 3 I- HEAD AND SIM ANCHOR QUANTMES A CLUSTER OF (3) ANCHORS AT THE MEETING RAIL, PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. ANCHOR QTY. rER JAMB (3' MIN. 0.C. ANCHOR SPACING) ANCHORAGE SPACING, XO AND OX 14INDOWS ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL? EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) HMG Daft "We' 1// Robert L Clark. P.E PE #39712 Struadual • • • • • • • • • • • • • TABLE 6. ANCHORAGE, XOX (114-112 -1/4) WINDOWS TO44.000 HIGH ANCHOR TYPE & SUBSTRATE 1 53.125 74.000 84.000 90.000 98.000 106.375 111.000 120.000 !ja � B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C HEIGHT 38.376 1, CONC 2 CONC 2,3,WOOD 28.002 1, CONC 2, CONC 2,3,WOOD HEAD & SILL 1+02 +2+02+1 142+2+02+1 1+0+2+0+1 1+Q +2tQ+1 1+Q +2+0+1 1+0+2+02+1 1+0+2+0+1 I+Q+2+02+1 1+0+2+0+1 1+02+2+02+1 1+02+2+0+1 I40+212+1 1+02 +2+02+1 1+02+2+0+1 1+0+2+0+1 1+02+2+2+1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD & SILL 142+1402+1 1402 +1+0+1 1+0+2+02+1 1+02x2+2+1 1+2+2+0+1 140+2+0+1 142+242x1 1+0+2+0+1 1+0+2+02+1 142+2+2+1 140+1402+1 140+2+(2+1 1+0+1+0+1 1+02+2+0+1 1+0+1+0+1 1+0+2+0+1 3 , 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD & SILL 142+2+02+1 1+02+2+0+1 142+242+1 1+Q +2+0+1 1+0+240+1 1+0+2+0+1 HQ +2+02+1 kQ +2+02+1 142+212+1 1+02+2+0+1 1+0+240+1 1+02+2+0+1 1+Q +2+0+1 I+0 +2+0+1 1+02+242+1 1+2 +2+02+1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD & SILL 1+0+2+0+1 1+0+2+02+1 1+0+2+02 +1 1+03+3+0+1 1+02+242+1 1402+3+0+1 1+02 +2+0+1 1+0+342+1 1+0+2+0+1 1+02 +3+02 +1 140 +2+0+1 1+2+312+1 1+2+2++1 140+3+(2+1 1+0 +2+02+1 1402+2+2 +1 3, 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL 1+02+1+02+1 1+0+1+0+1 1402+2+02+1 1+0+2+0+1 1+02+2+02+1 1+2+242+1 1+2+2+02+1 1+0+2+{'2+1 1+0+2+0+1 140+242+1 1+0+2+02+1 1+0+2+0+1 1+0+2+2+1 I+Q +212 I 142x242+0 m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL 1+02+2+02+1 1+0+2+02+1 1+00+3+03+1 1+0+2+0+1 1+02+3+2+1 1+02+240+1 1+Q +3+02+1 1+(2+2+0+1 1+0+3402+1 1+0+2+0+1 1+02+212+1 1+02+242+1 1+2+2+0+1 1+0+2+0+1 I#Q+2K2+1 m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 44.000 1, CONC 2, CONC 2,3,WOOD HEAD & SILL 1+0+1+2+1 1+02+212 +1 1+02 +2+02+1 1+02x242+1 1+02+2+0+1 1+03+3+03+1 1+0+2+0+1 1+03+3+03+1 1+02+2+0+1 7+2+342+1 1402 +2+0+1 1+0+3+0+1 1+0+2+02+1 1+02+3+0 +1 1+0+2+0+I 142+3+2+1 m CO 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL 1+0+1+0+1 1+02+1+02+1 1+0+2+02+1 1+0 +2+0+1 1+0+242+1 1+{2+2+0+1 1+0+2+0+1 1+02 +2+02 +1 1+2+242+1 1+02+242+1 1+Q+2+Q+I 1+0+2+0+1 1+0+2+0+1 1+0+2+0+1 I+Q +2+02+1 112 +2+0+1 (0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL 1+02+1402+1 1+0+2+02+1 142+2+02+1 1402+2+02+1 1+0+2+0+1 I+C3+3+C3+1 1+0+2+0+1 143+313+1 1+0+2+0+1 1+0+3+0+1 142+242+1 142+342+1 1+2+2+2+1 1+0+3+0+1 140+212x0 140+2+0+1 m m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 TABLE 5A. ANCHORAGE, XOX (1 /4 - 114) WINDOWS OVER 44.000 HIGH TO 63.000 HIGH 63.125 74.000 84.000 90.000 98.000 105.375 111.000 120.000 B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C HEIGHT 50.825 1402+1+0+1 1+0+1+02+1 1 +2 +2+Q +1 1+(2 +2+0+1 1+0+242+1 142+2+0+1 1+0+2+0+1 I C3 +3+03+1 142+240+1 1+03+3+03+1 1+0+2+2+1 1+03+3403+1 1+0+212+1 140+3+0+1 1+2 +2+0+1 1+2+312+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1402+1+02+1 1+02+1+2+1 1 +Q +1 +Q +1 I42+2+2+1 1+2+2+2+1 1402+2+2+1 1+02+242+1 142+2+2+1 1+02+2+02+1 1+0+2+2+1 1+0+2+2+1 142+2+02+1 1402+240+1 140+212+1 1+2+2+2+1 1+02 +2+2+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+0+1+0 +1 1+0+1+2+1 1+0 +240+1 1+02+212+1 1+2+24(2+1 1 2+2+02+1 1+0+2+2+1 1+02+242+1 1+02+240+1 1+(3+3+0#1 1+0+2+2+1 140+342+1 142x242+1 1+2+3+0+1 1+2+242+1 1+2+3402+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 54.000 1+2 +1+0+1 1+2+1+02+1 1+0+212+1 1+02+2+2+1 1+0+2+0+1 140+2+02+1 I4Q +2+Q +I 1+0+2402+1 1+2+2+02+1 1+03+3+(3+1 1+2+2+0+1 1+03+3+03+1 1+0+2+2+1 1403+3+(3+1 I+Q+2+ 2+1 1+0+3+0 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 TABLE 6. ANCHORAGE, XOX (1/3 WINDOWS TO 44.000" HIGH ANCHOR TYPE & SUBSTRATE a at 90.000 I13,C,D,E baar 1000 • • HBGHT 26.000 1, CONC Reekbas • Rsdkow • CONC 2 38.376 1, CONC 1 (0 TED ANCHORAGE SPADA03. • 3 2, CONC • 0 • 02108107 I TAPR. 611. :ASCIIOCAV, )(154(1/3 WINDOWS OVER 44.000" HIGH TO 63.000 HIGH HEIGHT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. KIX 1520 14010:008, FL 34274 44.000 1, CONC 1 3 PICT V73114 Baser CONC 3 3 60.626 54.000 63 000 0 EXAMPLE (C2) ANCHOR CLUSTER h 0.C. EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) NOTES: 1. ANCHOR TYPES: 3 - 012 STEEL SCREWS (G6) 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 6" MAX. FROM CORNERS & SILL: 6" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. JAMBS: 6" MAX. FROM CORNERS & TABLE KEY: , ANCHOR QTY. HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (2) ANCHORS AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT, PLUS (3) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. 0.C. ANCHOR SPACING) ANCHORAGE SPACING, XOX WINDOWS Ifs ALUM HORIZ MIER YVINDOW (STD. MTG. RAIL) absiblit 0.0 800 veratofts 100 NTS 9 10 268-1 10005$4•4 with tko 0 000,1 0:20 ea 0i401 X2‘ 3 60 07 7 Robed L Clark P.E. P9 038712 StAmtural 6 • • • • •• • • • • • • • • • r A 1 3J4 °MIN. 13/4" MIN. E.D. E.D. TYP. HEAD SECTION TO CONCRETE 13/4• •t3/ " M E • 411N. •• • • • • •E.i •: •f4 till &Iraq • • '=O �E Ic° 1 • 1 3/8 MIN. A 1/4" MAX SHIM CONCRETE CHOR, SEE NOTE 1 LS a EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE CHOR, SEE NOTE 1® 1 /4' MAX [SHIM MN. x WOOD BUCK, SEE NOTE 3 A TYP. HEAD SECTION TO WOOD /, 1/11 r. 1 /4" MAX . SHIM ' � 13l8' —�� -0 M N. © 2x WOOD BUCK, SEE NOTE TYP. SILL SECTION TO WOOD 2x BUCK SEE NOTE 3 0 1 3/8" MINA 1/4' MAX SHIM WOOD CHOR, SEE NOTE 2 Q WOOD ANCHOR EE NOTE 2 NOTES: © 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". CONCRETE TO BE 3.4 KSI MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS OR 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T6 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND MINIMUM ANCHORAGE SPACING SPECIFIED IN THIS NOA ARE APPLICABLE. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION. 1 /4° MAX SHI Q1x WOOD BUCK, SE ' E NOTE nar +rrrcrru CONCRETE ANCHO ' 1 � nu +nrr!r� 0 SEE NOTE 1 •I ' • r INTERIOR (JAMB DETAILS) EXTERIOR ' MIN. Ep.LA 0 1 3/8' MIN. TYP. JAMB SECTION TO CONCRETE TYP. JAMB SECTION TO WOOD 1 3/4° • 1 3/4" MIN. E.D. ©1 3/8° MIN. 1 /4' MAX SHIM—•• i O WOOD ANCHO ��'r�a rn't.r�rrra,„„. 2x WOOD ® SEE NOTE 2 BUCK 4,111 SEE NOTE 3 Apporaed ta paga18a41w No A8 Mad }yew redact FJC • FZ FX 1 NO r. dho ;eve ouaadl� T • - NOT BUSM?fE0 RNIONS ADD NOM', M1LED AND UPt3RADEEMBEDMENT 1070 TECHNOLOGY DRIVE NOK0368. FL 34276 cirr co ,g1. C 1629 fl8. FL 34774 Pc GT ��7 Bel1rR ANCHORAGE DETAILS Tag ALUM. HORIZ ROLLER WINDOW (STD. MTG. R JL H 1 I Half 1 10 a 10 288-1 C Robert L dark, P.E. PE #39712 Sbuclunal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . pA WALL HEADER (& INVERTED) © CEILING HEADER SCALE : 3/8' - 1' SCALE : 5/6' - 1' • -1727-1- -.125' -- 1.338' 2362` 2 .066'- .591 - .068" - - TYP. © MALE /FEMALE BLADE SCALE 3/5' - 1' 5' Max. AS APPL/GABLE--I °ALUMINUM ANGLE SCALE• 3/8' - 1' 7.000' Max. AS APPLICABLE. .727"L Q ALUMINUM ANGLE SCALE J /8• - 1' -3.700' 2548' LJ FLOOR SILL SCALE : J/8' - 7' QE ADJUSTABLE SILL ADAPTOR ® THRESHOLD TRACK ALE : 3/8" SCALE : J /6' - 1' © MALE /MALE BLADE sfAt6 vie 1" 0 BRASS NICKEL PLATED PUSH BUTTON LOCK .095 " oPMOAK SLOF/ED HOLE (SEE .'LEY. X/ T .313' 2443' 430'I rr 590 IIii!!L!I 1-- 1.500'•---4 © 5 /16 " gtxi " S.S M.S. W /PLASTIC KNOB LOCK COMPONENTS WALL SILL SCALE : 3/8" - 1 /14 SS.M.S 2.075' Soo • 1.500' ® 90• STARTER same J/6' - 7' 1.928' .912' .953' r. .731' Aggil I�If�i; oeo I .8.1r .724` 27.3' 3.316' .J71' ® FEMALE CENTERMATE BLADE SCALE J/8' - /' 6' MIN. /10x1/3' a S • THUMBSCREW ® LOCKING PIN (OPTIONAL) SCALD 3 /41' - 1' 0 FLOOR SILL SCALE : 2/8' - 1' .731" 180• MALE STARTER SCKE 3/8" t" MO .579' - -2164' .Lior .324' .NMI' MALE CENTERMATE BLADE SCALE J/6' - 1' MAR .. ..�...�� r ... QJNERAL NOTES: 1. ACCORDION SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE COMPLWNCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING C00E W/ 2005 & 2006. SUPPLEMENTS. �3ES1L7V `WIND LOADS SHALL BE DETERMINED AS PER SEC770N 1620 OF 171E ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON 17115 PAD., AS TESTED, WERE NOT OVER STRESSED, A 33T INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS tar USED IN THEIR ANALYSIS. HOWEVER FOR LAG SCREWS INr0 WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS ACCORDION SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1N ACCORDANCE WITH SECTION 1609.1.4 OF 7745 ABOVE MENTIONED CODE PER TAS -201, TAS -20Z AND TAS -203 PROTOCOLS AS PER CONSTRUCTION TESTING COMPORAT70N LABORATORY REPORT N° 06 -039. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOWER PIN SHALL BE / 14 x .3", 470 MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 50Z WEST CHESTER PA. 19381. J ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY WITH MTNMUU YIELD STRENGTH OF Fy -31.0 ksL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 6. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH J6 ksl MINIMUM MINIMUM- YIELD STRENGTH. 7. ANCHORS TD WALL SHALL 85 as FOLLOWS: (UNLESS OTHERWISE NOTED) (A) 70 EXISTING POURED CONCRETE: 1'c PER SCHEDULE ON SHEET 6 - 1/4' I TAPCON OR 1/4 "I MAXI -SET TAPCON, AS MANUFACTURED BY LTA BUILDER. - 1/4' I CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY EL00 7EXIROM - 1/4' • • 7/8' CA1X -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS INTO CONCRETE IS 1 3/4' A.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO ENBEDME7VT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S SCREWS USED STALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. 11.3) 174 CASE MAT PRECAST STONE; PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE £RESTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 771E MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL 8S. AS INDICATED ON N07(3 11.1 & 11.2 ABOVE (B) TO 50577N° CONCRETE BLOCK With: A571 C-90 BLOCK - 1/4" I TAPCON OR 1/4'0 MAXI-SET TAPCON, AS MANUFACTURED BY LEW. BUXDE7. - 1/4' 0 CRETE FLEX SSW ANCHORS, AS MANUFACTURED BY ELCO TEXTRON - 1/4' • x 7/8' CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCH ORS, AND CRETE FLEX SS4 ANCHORS 8470 THE CONCRETE BLOCK UNIT SHALL BE 1 1/4. 13.2) 7/8' CILX -IN ANCHORS SHALL BE ENTIRELY £41850DED INTO THE CONCRETE BLOCK LINT. II0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 8S SCREWS USED S/7ALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) P CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LOTTO ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES 81 & B.2 ABOVE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL of 771E RELOMMEND4floNS AND SPEC/MAVENS OF THE ANCHORS MANUFACTURER B. STUTTERS COMPONENTS ARE PATENT PENOWG. 9. IT STALL BE 771E RESPONSIBILBY OF 111E CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE STUTTER IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE. BLOCK OR WOOD FRAME BUILDINGS. 10. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON 771E EXPO5ED SURFACE OF THE FEMALE CENTERMATE BLADE COMPONENT 'li ). NE LABEL SHALL 85 PLACED FOR EVERY OPENING. LABEL STALL READ AS FOLLOWS: "PERFORMANCE SYSTEM 2 ACCORDION $HUITEe" FLORIDA STORM PANELS AND ACCORDIONS. INC. OPA- LOOGI, FLARIA4 MIAMI -DADS COUNTY PRODUCT CONTROL APPROVED. 71. (a) THIS PRODUCT APPROVAL DOCUMEN7 (PAD.) PREPARED BY 17113 ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE • SPECFIC PROJECT; La. WHERE THE SITE ' CONDITIONS D£V7A7E FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING PRODUCT REVISED LIFE SAFETY OF 7785 PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT SS complying with tic riot= DEVIATE FROM 174E CONDIRONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT 57TE LS guiding Ccdk 1H£ CONTRACTOR'S RESPONSIBILITY. _ O Z 04. (e) THIS PRODUCT APPROVAL DOCUMENT WILL 85 CONSIDERED INVAUO I Acceptance Pv'a0 MODIFIED. Expiration Datso O 11 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (50.R.) FOR 774E PROJECT ARID WHO WILL BE RESPONSIBLE FOR 771E PROPER USE OF 771E PAD. ENCNE£R OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (s) 7H/S P.A.D. SHALL BEAR VIE DATE AND O8CNAL SEAL AND SIGNATURE OF 174E PROFESSIONAL ENGINEER THAT PREPARED R F.B.C. (High Velocity Hurricane Zone) ® 1097 WOK MEOW MARIFAC71966 1s2X415W IL ECO TTLLIT TESTING & ENGINEERING COMPANY 6.355 N.W. 387h. SM. 305. MGM GARDENS, FL 33166 Phan* : (205)871 -1530 . Fax : (705)871 - 1521 E8- 0006719 WALTER A. TILLIT Jr. P. 5. FLORIDA Lic. 11 44167 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER RY. Na 2 fRO1WA STt U PANELS AND AMNIONS, INC. (H.P.MA 1 2) 14475 N.W. 26 AVENUE OPA- LOCKA. FLORIDA 33054 PH: (305) 685 -9000 FAX.: (305) 685 -7511 DESCOPEION ANT REY. No 2 • By Miami Dsac:fr.' Con Division arsawnoN RAM DRAWN BY :: F.P. 03/19/07 DATE 07 -052 DRAWING No SHEET 1 OF 6 MAR 2 1 2007 1X710 WF PROIECTh N MOTAC71.166 AS A1i'1V /1 1rrTN \ 77LLIT TESTING & ENGINEERING COMPANY 8355 KW. 3641. SL, St.. 505, NRCINN G4RVEN8 ft. 33166 Phon.: (305)871 -1530. fox : (305)871 -1531 £B 0006719 WALTER A. 77LL T Jr. P. E. FLORIDA Lk. / 44167 PERFORMANCE SY.STFM 2 ACCORDION SHUTTER REV. Me FZOR/DA STORM PANELS AND ACCORD IONS, NC. (H.P.M.A. / 2) 14475 N.W. 26 AVENUE OPA— LOCKA. FLORIDA 33054 PH: (305) 685 -9000 FAX. (305) 685 -7511 DOCRIPPON tur I% N. 3 ntsemrnoN w1r s 4 DRAWN BY F.P. 03/19/07 DATE 07 -052 DRAWING No SHEET 2 OF 6 EXISTING GLASS.. CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE C--FOR Min. SEPARATION TO GLASS POURED CONCRETE. OR CONCRETE BLOCK WALL RECLINED U (SEE CONCRETE t� WALL MOUNTING INSTALLATION SECTION A SCALE : 3/8" 1' POURED CONCRETE OR CONCRETE. BLOCK WALL REQUIRED / 14 x J" S.S. S.M.S. W/ 7/16 x 7/8' LONG NYLON BUSHING (Typ. Toe & BOTTOM) / 14x2" S.S. S.M.S. (Typ. O TOP & BOTTOM) I i I 11 11 11 u EXISTING — GLASS TOP / BOTTOM) CONCRETE ANCHORS POURED CONCRETE REQUIRED (SEE SCHEDULE) r E. D. / 14 x 3' S.S. S.M.S. �e.i ►'`/ jI31 L / NYLON BLUING 1 ' (Typ. TOP & BOTTOM) 0 SEE SCHEDULE FOR AIln. SEPARATION TO GLASS POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION B SCALE : J/8" a 1" EDGE OF SLAB F APPLICABLE 1 / 14 x 2" IS. S.M.S (Typ. TOP & BOTTOM) O or Cji 1 1 1 f OPTIONAL USHING �[ TOP/B0 /14 x 3/4" S.S. SAES 0 12" O.C. EDGE OF 51AB APPLICABLE "(SEE SCHEDULE) EXISTNG --1 GLASS CONCRETE ANCHORS ...PQURED..CONCRETE REQUIRED j SEE SCHEDULE FOR Min. SEPARATION 70 GLASS POURED CONCRETE REQUIRED r CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 SCALE : 3/8" a 1" EDGE OF SLAB IF APPLICABLE / 14 x 3" S.S. SAS. W/ 7/16 "I x 7/8" LONG NYLON BUSHING I (Typ. TOP & BOTTOM) r i „ - __OPTIONAL I BUSHING �- --I 1 / 14 x2" S.S S.M.S. (7)p. TOP & BOTTOM) or J 81306 OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE) EXISTING — GLASS. /4 . 1 / 14 x J S.S. S.M.S. Low pin_oN BUSHING W/ 7/16 x 7/8' 11 un SEE SCHEDULE -- FOR Min. SEPARATION TO GLASS SCALE : 3/8" - 1" POURED CONCRETE REQUIRED E OF SLAB IF APPUCABLE / 14 x 2" S.S. SAI.S. (TYP. TOP & BOTTOM) r OPTIONAL !NG TOP/BOTTOM) OF SLAB IF APPLICABLE CONCRETE ANCHORS CONCRETE POURED (SEE SCHEDULE) REQUIRED PRODUCT REVISED CEILING & FLOOR m �e1w s .a Byidie Code MOUNTING INSTALLATION ] to 0 SECTION B2 BY • — L1 i - Division `f e11n o 4. F.B.C. (High Velocity Hurricane Zone) 0// EXISTING — cLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED I SEE . SEPAR E I [__FoR Mxi. SCHEDULE 770N TO GLASS CONCRETE ANCHORS 1/4" I- 20x3/4' S.S. BOLTS W/ NUT & WASHER 0 9" O.C. " Min. F9 1 1 BUILD -OUT INSTALLATION - SECTION C SCALE•: 3 /8 1' 14 x 3" S.S. SM.S W/ 7/16'4 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) I r ■ oPTTONAL • • � �BUSHNG TOP /BOTTOM) ,a 1/4" I- 200/4' S.S. BOLTS W/ NUT & WASHER 0 9" O.C. R /14 x 3/4" S.M.S O 9' 0.C. / 14 x 2' SS &M.S (7) . TOP & BOTTOM) or Q POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WA11 REQUIRED CONCRETE SCHEDULE) RS (SEE EXISTING GLASS SEE SCHEDULE —FOR WA. SEPARATION TO GLASS 1/4" I- 20x3/4' S.S. BOLTS W/ NUT & WASHER 0 9' ac. Min: / 14 x J" SS S.M.S. W/ 7/16' 0 x 7/8' rrn LONG NYLON BUSHING I TOP & BOTTOM) n 11 M n: w+ ■ BUILD -OUT INSTALLATION - SECTION C1 SCALE : 3/8" a t• / 14x2'SS. S.M.S (To. TOP & BOTTOM) r® ©or©OR -- � D® #®er®f or42 ' 1 1 OPTIONAL 6 31- •" --- " . " --- I TOP /BOTTOM) /14 x 3/4" S.M.S 0 12" O.C. Mtn.- t/4" 0 - 20113 /4" S.S BOLTS W/ NUT & WASHER 0 9" O.C. OR /14 x 3/4" S.M& O 9' O.C. V 1 r @ 2007I11, PROW= PliFAC11RtRSASS ODY /1 itE 1c. \ TTL.LJT TESTING & ENGINEERING COMPANY 6355 N.W. J6rh. SL 57.. 305. VIRCNM GARDENS Ft 33166 Phan* : (305)671 -1570. Fox : (305)571 -1531 EB- 0006719 WALTER A. TILLfT Jr. P. E. FLORIDA Lic. / 44167 0› REV. M. TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION MT.& or® or J0or SEE NOTES � ON t SPECIF> PRODUCT REVISED as implying with the '�Btji * 9alding Cube AMCrptir ,-e,No0 — Li , , . tie= Bete . ..+ Lot D om: t , x:92 F.B. C. (High Velocity Hurrican PERFORMANCE SYSTEM 2 ACCORDION SHUTTER FLORIDA STORY PANELS AND ACCORDIONS INC. (H.P.M.A / 2) 14475 N.W. 26 AVENUE OPA- LOCKA, FLORIDA 33054 PH: (305) 685 -9000 FAX: (305) 685 -7511 DAM RIY. 6 3 • DESCRIPTION arc DRAWN BT:` F.P. 03/19/07 DATE 07 -052 DRAWING No SHEET 3 OF 6 • 04. o » e Zone) NOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLATION. p V ' or Q (SEE NOTES) OPEN OPTIONAL SLOTTED HOL'E'iFOR `HANDLE AT f MIDSPAN (OPTIONAL) SECTION El SCALE : 3/8" SECTION E2 SCALE : 3/8` 1' TAR 2 -1 2007 ® 2W1 HME M EC)MAY A141111FALVERS AZ604101 /1r TMLUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th St Ifs. 305, VIRGINIA CARDERS. ft 33766 Phone : 005)671- IMO . Fox: (305)67I -1531 EB- 0006719 WALTER A. Tuff Jr. P. E. FLORIDA Lie. / 44167 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER FLORIDA STORM PANELS AND ACCORDIcWS INC. (H.P.M.A. / 2) 14475 N.W. 26 AVENUE OPA— LOCKA, FLORIDA 33054 PH: (305) 685 -9000 FAX: (305) 685 -7511 REV. No DISC PROM 3 s•zr uci 8. 3 • D l3 NYPfON ewer DRAWN BY:: F.P. 03/19/07 DATE 07 -052 DRAWING No SHEET 4 OF 6 CONCRETE ANCHORS 0 18" 0. C. POURED CONCRETE REQUIRED (OPTIONAL or (SEE NOTES) SECTION E SCALE : J /8" - 1" Dino HOLE FOR LOCXI NC PIN AT STACKING POSITO• -(LOCATION VARIES) /14x3/4 "S S. S. M. S OR 3/16" 0 Alum. POP ANUS 0 9" 0. C. (Typ.) 2 "x2 "x.125" ALUMINUM TUBE t ...............fias 1 � i OPEN OPTIONAL SLOTTED FOR HANDLE AT t MIDSPAN SECTION D SCALE : 3/8" - 1 ` SECTION DI (& MULTIPLE SHUTTERS) SCALE : K (OPTIONAL sorQ (SEE NOTES) H� HANDLE SLOTTED AT f MIDSPAN 2" x 2" x .125" ALUMINUM TUBE OPEN OPTIONAL SLOTTED LE FOR HANDLE AT * MIDSPAN 1" x 1' x .062` Cont. Alum. ANGLE /14 x 3/4" I S S. M.SORJ /16 "0 Alum. POP RIVETS 0 9" 0. C. (Typ.) 1 "x 1 "x.062" Cont. Alum. ANGLE orc) (SEE NOTES) R ©OR ©OR O ® 1 0 °ft (OPTIONAL) or (SEE NOTES) SPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT f MIDSPAN 2" x 2" x .125" ALUMINUM TUBE (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT t MIDSPAN ONE SIDED SECTION: END CONNECTION DETAIL SCALE : 3/8" - 1 " x 1" x .062" Cont. Alum. ANGLE /14 x 3/4" S. S S. AL S. OR 3/16" 0 Alum. POP RIVE7S t3 9" 0. C. (Typ.) 1x 7'x.062" ConL Alum. ANGLE orQJ (OPTIONAL) (4) 3/16' Alum. POP RIVETS OR 4 x 3/4` ( S. M: ✓^ J/f1"I HOLE FOR LOCKING PIN AT STACKING POSITION (LOCATION VARIES) POURED CONCRETE REQUIRED 2" x 2" x .125" OR 3" x J" x .090` Alum. TUBE POST (6063 —T6 ALLO POURED CONCRETE .REQUIRED CONCRETE ANCHORS 0 18" O. C. /I4 x J /4" S. M. S. OR 3/16 0 ALUM. POP RIVET 09`0.C. 11•1" OR 1"x2' OR 1 1 /2"x 1 1/2" OR 1 1/2" x 2" OR 2" x2 "OR2"xJ'OR2`x 4• OR 2' x 5' x .055" Min. THICK Alum. ANGLE o0R©OR ©OR C i CCRE ' TTE C ANCHORS O Oo ®oR O. OPTIONAL SLOTTED HOLE TO COVERED W/ NYLON AT 771E TIME SHUTTER 1S CLOSED AT HURRICANE t POSITION. � 2" x 2" x .125" x TUBES' SIZE Al 2 R IRED) ANGLE EQU , e, , , 42 , , GRIND SMOOTH EDGE ALL AR CONCR ANCHORS EDGE OF SLAB EA. ANGLE ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) NOTES -.F FOR LOCKING OF 7)& M I -PUSH BOTTOM LOCK MAY BE USED FOR INSTALLATIONS SECURED FROM THE OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALUNCQJ FR M TH OUTSIDE, A 7/8'9 HOLE SHALL BE DRILLED AT H AND JJ MUST BE RIVETED FROM THE BACK ()FO TO TH FRONT W/ (2)3/16'0 ALUM. POP RIVETS. A .5 8 0 HOLE MUST THEN BE DRILLED AT © TO ALLOW FOR(D)S PI T PASS THRU. WHEN INSTAI(!NG J OM THE INSIDE, J MUST BE RIVL I tU TO © W/(2)J/16 0 ALUM. MR., RIVET A 3/8 "0 HOLE THEN BE DRILLED THRU H AND TO ALLOW FOR PIN TO PASS THRU. 2- 5/16x1 " LOCK l h MAY BE USED ALTERNATIVELLY TO (?LOCK FOR !NSTALLAT7 S SECURED FROM THE OUTSIDE OR NSIDE DRILLED THRU TAPPED 70 AC�PT 18 TH READS PER TO NCH MACHINE SCREW. 1 " OR 1`x2"OR 1 7 /2 "x 1 1/2" OR 1 1/2" x 2" OR 2" x2 "OR2 "x3 "OR2'x4" OR 2" x 5" x .055 Min. DOCK Alum. ANGLE /14x.3/4 "S M. 5 OR 3/16 0 ALUM. POP RIVET • 9" 0. C. CONCRETE ANCHORS 0 9 " C POURED CONCRETE REQUIRED ALTERNATE CLOSURE DETAIL W /® o SCALE • 3/8" - 1 • * 082" ~~ BE ELEVATION X NYLON CAP DETAIL SCALE:) /8 - 1' PRODUCT REVISED its complying with Ise Florida Raiding Code Acceptance No0 Ex Son Date BY nand DDS F.B.C. (High Velocity Hurricane Zone) M MAXIMUM DEIGN UAD "W" (p•8.1.) MAXIMUM SHUTTER SPAN SPAN FOR ALL SECTIONS • MINIMUM SEPARATION AS TO GLASS (in.) ALL SECTIONS , ii,.. me. MCix Ilea.` WFxcd 5' -O• OR LESS 40 13' -t7" 14' -1" 5' -0" OR LESS 3" 8' -6" TO 10' -0" 22 4 45 12' -8" 14'-1" 9 3" 9 7 50 12' -4" 14' -1" 9 3" 5.5 9 55 12' -0" 13' -5" g .3" 9 Z5 60 11' -10" 12' -10" 3.5 .5" 9 9 65 11' -6" 12'-4" .3.5 3" - 9 70 11' -4" 11' -11" 9 3" - - 75 11' 11 -6" 6 3" .3 4 80 1 -0" - 11 -2" 7 3" 5 9 85 10' -9" 11' -0" ROM >75.0 TO Os3 3" 5.5 - 4 90 10' -6" 10' -6" - 3` ® 6 95 10' -2" 10' -3" , 2 7/8" - - 100 9' -11" 9' -11" 2 7/8" 4 - 105 9' -9" 9' -8" 2 5/8" - 4.5 110 9'-6" 9' -6" 2 1/2" 4 - 115 9' -3" 9' -3" 2 1/2" 6 3.5 120 9' -1" 9' -1 "• 2 1/2" - 4.5 125 8' -10" 8' -10" 2 1/2" - - 130 8' -6" •8' -6" 2 .3/8" - , • 135 - - -- 8 -2 2 .3/8" - - 140 ---- 7 -11" 2 3/8" - - 145 - --- 7' -7" 2 3/8" 4 - 150 - - -- 7' -4" 2 3/8" 155 ---- 7' -1 " 2 3/8" 160 6' -11" 2 3/8" 165 - - -- 6'-8" 2 3/8" 170 -- -- 6' -6" 2 3/8" 175 - - -- 6'-4" 2 3/8" 180 ---- e-1" 2 3/8" 185 - - -- 5'-11" 2 3/8" 190 , - - -- 5 -10 . 2 3/8" 195 - --- 5' -8" 2 3/8" MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -O• OR LESS 5' -0" TO 8' -6' 8'-6" TO 10' -0" 10' -0" TO MAX. ALLOWED 5' -0" OR LESS 5 " -0" TO 8' -6' 8' -6" TO 10' -0" 22 4 FROM 40.0 TO 60.0 9 9 9 7 9 7 4 - 9 9 9 5.5 9 8 4.5 - g 9 9 Z5 9 9 6.5 3.5 FROM >60.0 TO 75.0 9 9 7.5 5.5 9 .3.5 - - 9 8.5 6 4.5 9 4 - - 9 9 8 6 9 5.5 4 3 6 9 7 6 5 9 6 6 6 ROM >75.0 TO Os3 9 5.5 - 4 4 9 - - - ® 6 Z5 5.5 5 9 3.5 - - FROM >90.0 TO 120.0 9 4 35 - 4 - - - 9 3.5 3 - 4.5 - - - 9 4.5 4 - 6.5 - - - FROM >120.0 TO 170.0 6 3.5 3.5 - - - - - 4.5 3 3 - - - - - 6.5 4 4 - 3 - - - FROM >170.0 TO 195.0 4.5 3.5 - - - - - - 3.5 3 - - - - - - 5 4 - - - - - - MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0` OR LESS 5' -0" TO 8' - 6" 8'-6" TO MAX. ALLOWED 5' -0" OR LESS 5'-0" TO 8' - 6" 8' -6' TO MAX. ALLOWED FROM 40.0 TO 60.0 6 6 6 6 6 .6 6 6 6 6 6 6 6 6 6 6 6 6 FROM >60.0 TO 75.0 6 6 6 6 6 5 6 6 6 6 6 6 6• 6 6 6 6 6 FROM >75.0 TO 90.0 6 6 6 6 6 - 4.5 6 6 6 6 6 5.5 6 6 6 6 6 6 FROM >90.0 TO 120.0 6 6 6 6 4.5 4 6 6 6 6 5 4.5 6 6 6 6 6 6 FROM >120.0 TO 170.0 6 6 - 5.5 4 4 6 6 - 6 4.5 4.5 6 6 - 6 6 6 FROM >170.0 TO 195.0 6 6 - 4.5 4 - FROM 6 6 - ' 5 4.5 - >170.0 TO 195.0 6 6 - 6 6 - MAXIMUM- DESIGN LOAD "W" (p.s.f.) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5'-0' OR LESS 5' -0" TO 8' -6" 8' - 6" TO MAX. ALLOWED .75 6 6 6.5 FROM 6 6 5.5 40.0 TO 60.0 9 6 6 6 9 6 6 5.5 FROM 6 6 4.5 >60.0 TO 75.0 - 6 6 6 9 6 6 5 FROM 9 9 9 >75.0 TO 90.0 6 5.5 4.5 9 6 6 6 6 6 4.5 4.5 FROM 6 4 3.5 >90.0 TO 120.0 6 6 6 5.5 5.5 4.5 4.5 FROM 5 3.5 J.5 >120.0 TO 170.0. 6 6 6 7.5 5 4.5 - FROM 4 3.5 - > 170.0 TO 195.0 6 6 - • f MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. 0. LESS THAN 3 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. , ACTUAL E. D. FACTOR 2 1/2" .86 • 2" .75 ANCHORS TYPE MINIMUN ANCHOR SPACING TAPCON OR MAXI -SET TAPCONS 3192 psi. (MIN.) CONCRETE 3 0" CALK -IN 3000 psi. (MIN.) CONCRETE 2.5" CRETE -FLEX SS4 3350 psi. (MIN.) CONCRETE 3.0" MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0' OR LESS 5' -0" TO 8' -6' 8' -6" 10 MAX. OWED 5 " -0" OR LESS 5'-0" TO 8' -6" oe ' FROM 40.0 TO 60.0 9 9 , 9 9 9 5 9 9 9 9 9 5.5 9 9 9 9 9 8 FROM >60.0 TO 75.0 9 9 9 9 7 4 9 9 9 9 8 4.5 9 9 9 9 9 6 FROM >75.0 TO 90.0 9 9 9 9 5 3 g 9 8 9 5.5 3.5 9 9 9 9 8 5 FROM >90.0 TO 120.0 9 8.5 7.5 7.5 3 - 9 7 6 8.5 3 3 9 9 8.5 9 4.5 4 FROM >120.0 TO 170.0 9 7.5 7.5 4 - - 9 6 6 4.5 - g 8 8 6.5 - 4 4 FROM >170.0 TO 195.0 0 9 ..• s 7.5 - _ 3 - - 7.5 6 - 3.5 - - 9 8 - 5 4 - • - MAXIMUM DESIGN PRESSURE RATING ▪ "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. • NOTES: (1) L +: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN "L +" AND MAXIMUM DESIGN PRESSURE RATING "W" (D. .f.) AND :C . D VALID FOR SECTION A ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING "W" (D.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS C1 ON SHEET 3). MAXIMUM DESIGN PRESSURE RATING "W" (D.s.f.) AND MAXIM!)M DESIGN PRESSURE RATING "W" (p.s. AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE. + (VAUD FOR SECTIONS B, E11, B2 ON SHEET 2). ®1077 MICK PR01ECI19N 11A111,4011 FRS &sow.W /1 itiio r T/LIJT TESTING & ENGINEERING COMPANY 6555 N.W. 36th. St. Ste. 305, PTRC?Mt G4RDQJS, Ft 35166 Phone : (305)871 -7530. Fox : (305)877 -7537 E8- 0006719 (VALID FOR SECTION C ON SHEET 3). ANCHORS LEGEND TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 F.B.C. (High Velocity Hurricane Zone) PERFORMANCE SYSTEM 2 ACCORDION SHUTTER FLORIDA STORM PANELS AMOAcWRDIONS INC. (H.P.M.A. / 2) 14475 N.W. 26 AVENUE OPA- LOCKA, FLORIDA 33054 PH: (305) 685 -9000 F4X. (305) 685 -7511 ?Roma. REVISED as fueeplyierg Simian the Florida Es �a Dale O ? . 4. Sea ant Ma 1 otsc5P7 N I mn 1 R2 M. 1 DESCREPTIOII 1 et!! DRAWN BY :: F•P. 03/19/07 DATE 07 -052 DRAWING Mo 1/ ♦ I IA(+ JtelftWb o 6' O.C. W/ 1 1/2' Min. THREADED PENETRATION TO DUSTING W000 HEADER I r / 14x3'S.S SAS. W/ 7/16' 0 rilirl � j x 7 /B' LONG NnoN oni; � BUSHING (Typ. TOP 0 BOTTOM) ro,....., °A.1/111111 P 19 / 14 x 2" SS i . .£M.S. hw. 0 I Pew— Ili EX ISTING— GLASS. ti I I _ /LAT Yid OPTIONAL BUShWG -"LIM (TOP/BOTTOM) DOSING — GLASS. R SEE SCHEDULE •R Min. SEPARATION 70 GLASS 2x WOOD PLATE REQUIRED. WOOD HEADER REQUIRED ALTERNATIVE 1 1/4' LAG SCREWS • 6' O.C. W/ 1 1/2' Ain. THREADED PENETRATION TO DUSTING WOOD PLATE W000 STUD • 24 0.C. MAX REQUIRED. ALTERNATIVE 2 1/4' 0 LAG SCREWS 0 6' O.L. W/ 1 1/2' Min. THREADED PENETRATION 70 EX$TING WOOD HEADER. u -Q or / 14 x J' S.S. S.M.S W/ 7/16" 0 x 7/8" LONG NYLON B G A � (Typ. TOP & BOTTOM) i DUSTING —• GLASS SEE . SCHEDULE SE0 A FOR n R41 Ai. SEPRRAION TO GLASS 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER • 9' O.0 Min. . r I 14x2 "S.S SALE (l.p. 70P & BOTTOM) -- ©or Imo` 1PiA EXISTING GLASS. 'EXISTING GLASS 211 4' WOOD PLATE WORM— ALTERNATIVE EOOJIRED. — ALTERNATIVE 3 WOOD HEADER REQUIRED SEE SCHEDULE R Min. SEPARATION TO GLASS 2ir 4" WOOD PLA7E REQUIRED, / 74 x 3 S.S. SM.& W/ 7/16" • x 7/8" LONG NYLON E785TING. BUSHING GLASS SEE SCHEDULE FOR Min. SEPARATION 70 GLASS 1/4 0 LAG SCREWS — 6 0.C. W/ 1 1/2 Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 0-\ u • WOOD PLATE / 14 x 3' S.S. SM.& W/ 7/16' 0 x 7/8' LONG NYLON BUSHING m (Typ. ToP .t BOTTOM) i LJ r7 qdwhidq. H.1451. /Ilia 4 / 14x2" S.& SMS (Typ. TOP & BOTTOM) — G®or 11 Y =k OPTION4L 11 BUSHING _1(70P�TTOM) 1 ' Min. 1/4' 0- 20x3 /4' S.S. BOLTS W/ NUT & WASHER' 0 9' 0.0. OR /14 x3/4' SAL£ 0 9' 0.C, 1/4' LAG SCREWS 0 6' O.0 W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD PLATE ALTERNATIVE 4 — 00r ©1 / 14 x 2" S.S � 5.M.& OPTIONAL �BIJSH/NG /14 x 3/4' 5.5. £M.£ 0 12' 0.C. M7n. 1/4' I- 20x3/4" S. BOLTS W/ NUT & WASHER 0 9' 0.0 OR /14 x 3/4' S.M.S. 0 9' O.C. 1/4' LAG SCREWS 0 6' 0.C. W/ 1 1/2' M/n. THREADED PENETRATION TO EXISTING ALTERNATIVE 5 . _' " ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE 1/4'1' INSTALLATION DETAILS ,, :0N - EXISTING - WOOD :BUILDINGS 1/4' 0 - 20x3/4' S.S. BOLTS W/ NUT & WASHER 0 9- 0.0 EXJSANG— GUISS DUSTING- I_ SCHEDULE ~ SEPARATION TO GLASS 1/4' I x 1 1/2' LAG SCREWS 0 3 1/2' 0.0. W/1 1/2' Min. TH PENETPAT70N TO EXISTING WOOD DECK a'd,'trE s h 1 2017 ALTERNATIVE 1 ALTERNATIVE 2 W000 TRUSSES OR RAFTER 0 24' 0.C. REQUIRED / 14 x 3'£S 1m£. W/ 7/16'0 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) /14x2'£& &M.& (Typ. TOP & BOTTOM) c 1/4' 0 x 1 1/2' LAG SCREWS 0 4' 0.0. W/1 1/2' Min. THR PENETRATION 10 DUSTING WOOD DECK OP770NAL USHING (TOP/BOTTOM) /14 x 3/4' M.£ 0 72' O.C. 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE 1/4' .-1' 1 .tiarr WALL/FLOOR/CEIUNG MOUNTING SECTIONS C4M BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. BONS 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN W1ND LOADS LESS THAN OR EQUAL TO 75 p.s.F. AND 9 -0" Max SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION :: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY Of 0.55 OR EQUAL.. ®1007 MOM FROWN M4MFACIIWLRS'=C RN T1LUT TESTING 0• ENGINEERING COMPANY 6355 N.N. 36M. SL SM. JOS, NR $NM CARDEN* F1 .51166 Phoe.: (305)171- 1$10,. x•(303)871 -1531 EB- 0006719 WALTER A TILLIT Jr. P. E. FLORIDA Lic. / 44167 i- 1' x 4" x 7/8' Min.) 606J-T6 • - Alum. MLONG LAG SCREWS TO EACH R4F7ER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER (2' Min. NOMINAL WIDTH) W/ 2 1/2' Min. THREADED PENETRATION. EXISTING GLASS TEE LSs - T EE SCHEDULE FO MI SEPARATION ALTERNATIVE 3 F.B.C. (High Velocity Hurrican PERFORMANCE SYSTEM 2 ACCORDION SHUTTER FLORIDA STORM PANELS AND ACCORDIONS INC. (H.P.MA / 2) 14475 N.W. 26 AVENUE OPA -LOCKA FLORIDA 33054 PH1 : (305) 685 -9000 FAX (305) 685 -7511 ALT. M. 2 6LU81r1aN REV. N. 3 4 arr DRAWN BY: F.P. 03/19/07 DATE 07 -052 DRAWING No SHEET 6 OF 6 OPTIONAL BUSH910 r x 6' W000 DECK REQUIRED (NO F7AISlH ALLOWED) PRODUCT REVISED gooPtiblit Cod rang atel�aY0 with the flolid0 e Zone) accordion shutters opa 0 7 2000 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/06/2008 Inspector: Grande, Claudio Owner: OTHMAN, NASSER Job Address: 173 92 Street NW Project: <NONE> Miami Shores, FL 33150- Contractor: ALUMINUM EXPRESS INC Building Department Comments Wednesday, March 5, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number ()_ Parcel Number 1131010330990 Lot: Phone: 305 - 625 -1550 Page 1 of 2 tvoi 1c, PI' 4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No.Y V 3D 0 504 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Tenant/Lessee Name Type of Work: ['Addition Describe Work: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 1 4.7 So. ° - 0 Ac1 Miami Shores Village Building Department Job Address (where the work is being done) / (.Z) Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simp e i eholder) 4416 (ivym/ Phone # 3 05 — 2 5 975_ Owner's Address / 7_3 4/4/ 9,,;_ 5 7 City 1-A402/ � '9 � S / Zip 3 3 / a7 City Miami Shores Village County Miami -Dade Zip / 5" FOLIO / PARCEL # »a - 6� v it-- 3 /D/ 023 - c Is Building Historically Designated YES NO Phone # � Contractor's Company Name U 1*) (l, ` l S C. Phone # 301— c91 S- ((9 tj'O Coniraclor's Address City 4 +�' State -FL,114 - Zip 310 1,1 Qualifier Name L State Certificate or Registration No. Certificate of Competency No. C (#1 1 19 s 00 '-t3 SAct Notary $ Iff Training/Education Fee $ id) Scanning $ 12 Radon $ DPBR $ Phone # 1Sq- � 1 A 3. Lt Phone # Square / Linear Footage Of Work: des — &24.-3 41 ew ❑ Repair/Replace ❑ Demolition ******** **** *** * * * ** ** * ** * * * * ** ** * ** *, F * * ** * * *** * *** * * *** * * ***** ***** Submittal Fee $ XJ Permit Fee $ CCF $ z. co CO /CC Technology Fee $ 525 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 23145 See Reverse side --+ CEJ 2 5 1 , ,52-e90 s Fr 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued 1 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged (Revised 02!08/06) Owner or Agent Contractor The foregoing instrument was acknowledged before me this k The foregoing ins - � was acknowledged before me this 241r day of '' ^- , 20 OJ b y � i¢S'r/ Z OT #M / , day of 4"e' B , ' 0 j b �u bN Uot 7- who is personally known to me or who has produWK j/Cejv$tvho is p al y, e s Imoto me or who has produced • - fdentification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC• NOTARY PUBLI fiDD696073 RAEL GARCIA Sign: 11. 1 Print: i My Commission E ' �w *}398.O1S9 FlnrideWotaryService•com APPLICATION APPROVED BY: Sign: Print My Commission *, *, * ** * * * * * *, , *, * * * * * * * *, , *, , *, * *, * *, * * * * *, * *, , , * *, * ** * * * * * * ** * ** ** * ** * * ** * ** * Zoning Plans Examiner Engineer NO 110E OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO. / PERMIT NO. � ./i�( -0-' �' °'� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property an street/address: / ,t/ /49 jho,'eS' 3 42 c..6 Pa yO - 9 ezv7"i a 2. Description of improvement: , X.' D/7 '3/�l>7 % G 3. Owner(s) name and address: /245 4077/ "92" /7-3 4)6 2 S7 X 7;1, 4' 5,66.er / 3% re Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from cpntractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner u provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Notary Public Print Notary's Name My commission expires:. 123.01 -52 PAGE 4 5/07 X1/27,-,- rr 4 -e sS nC. ti STATE OF FLORIDA, !� �;a„i4 r, Bt r ._Pii' CEry; 1F'' v-wir ?3 ®rVir; t ? 1 €rt q f Wf N S5 ;7: rano r ;,t HARVEY RUViN, CLEC.A, 4//e1 111111 1 11111 1 1111111111111 CFN 2008RO1.68:348 OR BI: 26241 Fs 1441; Ups ) RECORDED 02/29/2008 13=14122 HARVEY RIJVINr CLERK OF COURT MIAMI -DADE COUHTYr FLORIDA LAST PAGE Address: giekede C ..eof y; 1h�ll.,ti IN 4004 ii't may b served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: J/o P h t � % & C . iration date of this Notice of‘Commencement: (the expiration date is 1 year from the date of recording unless a d' eren date is specifi Signature of Owner ��0114 ff Print Owner's Name II 36 it. 0 �'l 1t Prepared by /L04 Sworn to and subscribed before me this gi day of AY , 20 41. GARCIA • MY COMMISSION # DD696073 • ,. (407) -0153 u . Floc KBN®talysorvste.crom Florida Storm Panels & Accordions, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED B. DRAWINGS 1. Drawing No. 07 -052, titled " Performance System 2 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated March 19, 2007, signed and sealed by Walter A. Tillit Jr., P.E., on March 21, 2007. B. TESTS 1. See Association's generic.approval under 07 -2513. C. CALCULATIONS 1. See Association's generic approval under 07 -2513. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07 -2513. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 06, 2007, certifying this product to meet the criteria of product tested and approved, and allowing Florida Storm Panels & Accordions, Inc. to use the test results approved under Miami Dade County Approval No. 07 -2513, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated March 06, 2007, signed by Mr. Henry Revilla. 3. Letter by Tilteco Inc., dated March 21, 2007, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 07 -052) prepared for Florida Storm Panels & Accordions, Inc. is engineering wise identical to HPMA's generic drawing (No. 06 -219). 4. Acceptance Letter issued to Mr. Henry.Revilla on May 19, 2007 and returned signed by Mr. Henry Revilla on May 21, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed E -3 Helmy A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0328.04 Expiration Date: 04/23/2011 Approval Date: 05/21/2007 Florida Storm Panels & Accordions, Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated December 04, 2002, stating that the only change from the previous approved drawings is general note numbers 1 and 11. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0105.03 A. DRAWINGS 1. Drawing No. 05 -344, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated November 11, 2005, last revision #1 dated November 11, 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 05 -0323. C. CALCULATIONS 1. See Association's generic approval under 05 -0323. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance ice. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0323. F. STATEMENTS • 1. Letter by Tilteco Inc., dated November 14, 2005, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 05 -344) prepared for Florida Storm Panels & Accordions, Inc. is engineering wise identical to HPMA's generic drawing (No. 05 -118). 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated December 14, 2005, signed and sealed by the Corporate Seal. E -2 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0328.04 Expiration Date: 04/23/2011 Approval Date: 05/21/2007 Florida Storm Panels & Accordions, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0328.02 A. DRAWINGS • 1. Drawing No. 01 -069, titled " HPMA / Performance System 1 Accordion Shutter", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated March 26, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. .,See..Association's.generic approval number 01 -0026. C. CALCULATIONS 1. See Association's generic approval number 01 -0026. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval number 01 -0026. E. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 22, 2001, certifying this product to meet the criteria of product tested and approved and allowing Florida Storm Panels & Accordions, Inc. to use the test results approved under Dade County Approval No. 01 -0026, signed by Mr. Jeffry T. Robinson. 2. Acknowledgment letter by Florida Storm Panels & Accordions, Inc. dated March 22, 2001, signed by Mr. Victor V. Cruz. 3. Letter by Tilteco, Inc., dated March 27, 2001, certifying that the drawing (No. 01- 069) prepared for Florida Storm Panels & Accordions, Inc., signed and sealed by Walter A. Tillit Jr., P.E., is engineering wise identical to Hurricane Protection Manufacturers Association, Inc. generic drawing (No. 00 -120). 4. Acceptance Letter issued to Mr. Victor V. Cruz on April 16, 2001, and returned signed by Mr. Victor V. Cruz on April 16, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1203.01 A. DRAWINGS 1. Drawing No. 02 -481, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated October 14, 2002, last revision #1 dated October 14, 2002 signed and sealed Walter A. Tillit, Jr., P.E. • E -1 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0328.04 Expiration Date: 04/23/2011 Approval Date: 05/21/2007 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels & Accordions, Inc. 14475 N.W. 26 Avenue OPA- LOCKA, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miam idade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HPMA / " Performance system 2 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 07 -052, titled " Performance System 2 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated March 19, 2007, signed and sealed by Walter A. Tillit Jr., P.E., on March 21,2007, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a.revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 06- 0105.03 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 0 5/21/2o0 7 NOA No 07- 0328.04 Expiration Date: 04/23/2011 Approval Date: 05/21/2007 Page 1 Interior Zone (4 - Vdalis) Negative Pressures Exposure C - For the 146 mph Wind Zone Height (M m) Height (Maximum) C19/ 1 20 Effective Wind Area (or, Tributary Area) in Square Feet 40 ! 10 1 -1.29 20 i 30 30 40 ! 50 • 1 60 1 - 0.95 - 1.05 1 - 1.02 0.89 - 0.99 0.88 - 0.98 0.86 -70.1 - 0.96 ® ! 59.4 i -56.9 -55.5 I -54.4 i -53.6 20 { -53.0 i I 1 53.8 -60.3 -58.7 . 51.9 -57.6 51.2 -56.8 1 i -56.1 25 1 -65.7 { 55.1 -62.9 -61.3 i -60.2 1 -59.3 63.1 i -58.6 30 1 - 68.5 I -65.6 1 -63.9 1 -62.8 1 -61.9 1 1 -61.1 40 f -72.6 1 - 69.6 1 -67.9 1 -66.6 ! -65.6 67.0 1 -64.8 50 i -76.1 1 -73.0 I -71.1 1 -69.8 1 -68.8 1 1 -68.0 60 ! -78.9 64.3 -75.7 -73.7 I -72.4 i -71.3 -70.5 Interior & Exterior Zones (4&5 - Walls) Positive Pressures . Exposure C For the 146 mph Wind Zone Height (M m) Height (Maxi e.• ) C19/ 1 20 Effective Wind Area (or, Tributary Area) in Square Feet 40 50 60 1 -1.29 20 I 30 I 40 I 50 1 60 -61.8 1 1 I 0.95 I 0.92 0.89 -64.1 0.88 1 0.86 -70.1 I -6 30 52.3 I 50.8 I 49.8 I 499..0 0 1 48..4 20 I _ .0 1 55.3 1 53.8 I - 52.7 { . . 51.9 I 51.2 25 1 60.5 { 57.8 1 56.2 { 55.1 I . 542 1 53.5 30 1 63.1 1 60.3 1 58.6 1 57.4 I 56.5 1 55.8 40 1 67.0 1 64.0 { 62.2 1 60.9 1 60.0 1 59.2 50 I 70.2 I 67.0 1 65.2 1 63.9 1 62.8 1 62.0 . 60 1 72.8 1 69.5 1 67.6 1 66.2 1 65.2 1 64.3 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone • Height (M m) Effective Wind Area (or, Tributary Area) in Square Feet C19/ 1 20 30 40 50 60 1 -1.29 -1.23 - 1.19 1 - 1.15 - 1.13 • �-7 1 -68.4 1 -65.5 1 -63.4 1 -61.8 1 -60.5 20 77.6 I -72.4 I -69.3 1 -67.2 1 - 65.5 -64.1 25 -81.0 75.6 -72.4 1 -70.1 1 -68.4 -6 30 -75.5 1 -73.1 -71.3 -69.8 40 -89.7 -80.1 -77.6 -75.7 -74.1 50 -94.0 -87.7 - 84.0 -81.3 -79.3 --7 6 60 -97.4 -90.9 - 87.0 -84.3 1 -822 a lter but not less Length of End Zone: 10% of least bu: ldtng width or .4h, wh is sm than 3 feet. (h = mean roof height in feet ). These Tables are not to be reproduced without written permission by Robert Monsour, PE. AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO RAMMS ENGINEERING, INC. Kd = 1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33018 FLORIDA BUILDING C CODE 2004 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-02 EXPOSURE C DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Flor m. Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building We are Dade County Notice of Acceptance holder for the HPMA / 11 .. Approval number D7- 0328:04.(Previously 06- 0105.03). This letter authorizes , r .r_:, / to use our HPMA / Performance System 2" Aluminum Accordion Shutter under number 07- 0328.04 to be used at the following job: Sincerely, Victor V.Cruz President " 11. __11 _5 1 - 11 _ . 1 OR Enrique Revilla Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance... ALUMINUM EXPRESS INC. 7930 W 26 AVE BAY # 1 !HIALEAH FL 33016 i ..."'•: V-- _ - n ACC:SH NO 10 148 X 51 ACCiSH NO 9 74 X 51 1 CTOR AIM ACDSH NO 7 38 X 53 ACC. NO 8 21 X 41 ACCIII NO 6 38 X 56 11 ACCORDION SHUTTERS 298 SQ. FT. WHITE NOA NO. 06-0105.03 ONE STORY RESIDENCE NASER OTHMAN, 173 NW 92 ST MIAMI SHORES, FL 33(,,_ HOMEOWNER. ACC N05 3S X 53 ACC SH NO 4 56 X 52 ACCIE NO 3 39 X 53 ACC NO 2 39 X 53 ACME NO 11 47 X 25 .A.0O213 NO 1 56 X 51 OP. WIDTH HEIGHT 1 56 51 2 39 53 3 39 53 4 56 52 5 38 53 6 38 53 7 38 53 8 21 41 9 74 51 10 148 51 11 47 25 ET3 •1 r MEAN ROM ur. astsr WLOOI i. ITO IS