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WS-07-2376Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) Phone Cell Phone CLARK CONSTRUCTION COMPANY II (305)476 -9360 (305)798 -6043 Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $5.00 $160.00 $12.00 $4.00 $186.60 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Parcel Number mauswymm 1284 NE 94 Street Miami Shores Village, FL Phone Type of Work: WINDOWS/DOORS No of Openings: 6 Additional Info: IMPACT Classification: Residential Date Expiration: 06/07/2008 Applicant Available Inspections : December 10, 2007 CeII Inspection Type: Final Shutter Attachment Final Shutters Window Door Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Monday, December 10, 2007 1 ktk 1 NIMMYkka BUILDING PERMIT APPLICATION FBC 2001 I Building I Submittal Fee $ Notary $5.n0 Training/Education Fee $ q Scanning $ !g • 00 Radon $ Total Fee Now Due $ (Continued on opposite side) 18(0 -can Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type ircle • 1 TYP c (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) SUZANNE J JACOBS Phone # (305) 7544482 Owner's Address w 1284 NE 94 ST City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1284 NE 94 ST City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Clark Construction Co., Inc. of Miami Phone # (305) 476 - 9360 Contractor's Address 334 Romano Ave City Coral Gabl State Florida Zip 331347246 Qualifier Edward S Clark Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: DAddition ®Alteration :New 2) Describe Work: 4 s Openings: Impact Windows : Impa * **** **** *** * ****** * *** *Fees * *** ** ******* ** ***** *** ** Permit Fee $ l l0 CCF $ 4 •G20 Code Enforcement $ Structural Plan Review. $ Square Footage Of Work: Bond $ Zip 33138 Repair/Replace ❑ Demolition Doors (2) Technology Fee $ 4-00 pi ga NOV 2 6 2007. BY: Permit No. WS 0/-021(1) Master Permit 11 )o. 152 Bonding Company's Name (if applicable) Bonding Company's Address City The foregoing instrument was acknowledged b fore me this 7 day of OCT , 20 ___, by who is personally q 4-f NOTAR Sign: Print: My Commissi • Expires: APPLICATION APPROVED BY: Chc 10/14/03 State ,ygzcionti, 166y wn to me or who has produced! . DD As identification and who did take an 1Y e' Allrat i<r' A e * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** * * ** * ** (Ce Sign: Print: Zip Mortgage Lender's Name (if applicable) Wells Fargo Home Mortgage Mortgage Lender's Address PO Box 10304 City, Des Moines, State IA Zip 50306 -0304 ation has Application is hereby made to obtain a permit to and that inst wiill performed to meet the standards of all regulati g commenced the issuance of Pe permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, construction prior n in this jurisdiction. I e understand that a separate pe 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 1 FOR TO OWNER: YOUR EETS TO TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, RECORD UR OF OU I PAYING TWICE FO R LENDER CONSULT WITH YOUR LE NDEDE R 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 at the job site whose property is subject to attachment. Also, a certified copy opy building eeC pernnt n s t �SSu essence of ��posted ed notice, the for the f i which occurs seven (7) days of inspection will not be approved and a reinspection fee will be charged Signature er or Agent 1 Contractor The foregoing instrument was acknowledged before me this/ day of 9 V ,20C21 by Edward S Clark ✓fit 3CIC who is personally known to me or who has produ oath. C462 - 3 40 - as identification and who �. NOTARY PUBLIC : F ce e.an oath. 4 0 Commission Expires: a4a ** *- k* 4 r�s, t�k'*************** ***& a�Ca� ,t *,kdr,seaikdr** **dc�s****icd *** F q e ujp � f� kcP to o,� /..? X9 1 a rcy Holder) State Certificate or Registration No. CB CO58370 4P oco? ertificate of Competency No. s ' , Plans Examiner Engineer Zoning i.iL . 1u u t ua: uuw 1. Desertion of protnaty: 2. Description ofimprovem nt: 3. a. Owner) names) teal address: b. lnterebN in property: c. Name it address offeeSintple titteintid r (if outer than owner): 4. a. Canetailor's naameandaddres& b. Contalsors phone number 5. a. Surely & address b. Sure tyls plume nunttur. c. Amoudt of bond: 6. a. Lctahrsnaiae and address: 7. a. Persons within the state of FIurida designates! by Owner anon whom notic n 713.13(1)0)7. Florida Statutes: Name: Nat�tnnlic°rblo AlddresS: Not Ata listable b. Plume tnnhar: Not Applicable S. a. In addition to Inn orberse11' - QwneRs) dcagtatc(s) Not Applicable of to receive a copy or the Lie non's Aotirt as provided in Sinn 713.13(1)1/t. Florida Statutes, b. Phone - utuber ofperson or entity dcsiat:ned by owner ?kg Applicable fixpiratic -sate of Notice of Cumntentceman iL q rn year from the date awarding unless a difraenl date is specilied l: .5is n:nubs from ratordiam date WARNING TV/OWNER- ANY PAYMENTS INAD13 JY Tun OWNER AFTER THE CX.PIR.4TION OF TI-Ili NOTICE OF ['ommu?N(`Emi \rr ARE CO 4SIDERED 1MPR01'rR PAYMENTS UNDER CHAPTi:lt 713. !PAR' i. SFCIIION 713 13 FLORIDA tiTAi1rTI . AND CAN RPSt'L.T 14 YOUR PAYING TWICE FOR 1MpR0yEMFNTS TO YOIIR PROPiiRTY; A NOTIC OF C()MP.4ENC?.Ail?NT MINT BE RC•CORDF3) ANi) 3013 SrPe N1 FQRE IIIF. FIRST INSPECTION. IF YOU iNTE1 TO OBTAIN FINANCING. CONS 'LT w -1 YOUR )STID ON PC By Prim Name tail L f PERMITS TAX FOLIO -P 11- 3205410 -0140 .NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI - DADE TI IE UNDERSIGNED hereby gives notice that improvements will be made.) 713, Florid $ tatutes. the following, infuraration is provided in this Nulie of C 1'84 NE94St. Miami Sltnres FI 13138 -2047 MI1tMI SRO RESBAY VIEW PR +11 -10I QT 16 (legal description aftlrc pmpcny. and t�rccv addr ss if available, 24 Openings: Accortfpms (16) Storm Pam:As (3): Imams Winttmvs 131: hnnnct Does 12) Jacob; 17Suznnne SD 1254 NI:94 it tam $I)ort.•c FL 11115 -3917 Not b Ie Clack C ns1rtn:timtf a.. InG ufMiijnd ddda Sl - Pm at 334 RcarmunAve. Coral CCahl.11. 33134 (305) 476 -9360 or s 373 -tess Fur: (730 2v6 -1105 Net Applicable S 0.00 Wel s Fa ss H Man PO Box 10304. Des Whim. IA 50306 -1304 b. Leudcrpspthone number: 11166) 234 -3271 OR :NATT certain roll properly. and in aceordance with Chapter e t# mimne emcnt. other documents may be serval as provided by Section a . f END NEY 5t11.1EN N w •R 1? ()RD Signature of0WnerttrOwner's Aottreuaed�4ce Dijedarri'annerlMnun> era 011 NOT 11111111E11 1101 1111111111 11111 11111111111 CFN 200710990450 OR Bk 25981 PO 083[1; (1p9) RECORDED 10/10/20107 16:03z06 HARVEY RUVInr CLERK OF COURT t1IAflI -OADE COMM. FLORIDA LAST PAGE COMM CFN• 7 By Prim S Name ti'0 fE OF YIJk3R11)A COUNTY 0l MIr1MI -13ADE By Theforegoan nistra ntent was admowledgeedttel 'orentethis , L � or (/ "t,,./i}'� ��// a L i n1anally [drown, to ❑ Proeinced the following type ofidentifwmion Signature o1'em iter.'per;on sighing ;have Notary Putrric State of Florida Renee S Benrtm ' c ir My Commission COMM J 10IlO11.: • :. �!. 1 Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees : : :•• Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BRDWARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees i • i : : :•• Positive Negative Positive Negai'ire : 1 z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 - 42.5 46.1 56.7 6 5 35 0.) 53.2 62.2 16 -20 45.2 48.9 60.2 0.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 - 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 .° - _ 2 67.5 83.3 MONRDE CDUN -Y MIAMI -DADE COUNT gyildjra heigE' Roof Slope less than °•• 10 degrees Roof Slope greater than 10 degrees : : :•• Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 . 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONRDE CDUN -Y ASCE 7 02 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C Enclo$Qd Building with mean roof height less than or equal than 60 Feet ' WIND PRESSURES IN PSF 140 MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-02 PUBLICATIONS. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.61 - Open Terrain with scattered obstructions with heights less than 30) 6- BUILDING CONSIDERED ENCLOSED - All glazing In the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpI =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = !85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. 8 /a s • • • . • • • • • • • Ch) MEAN ROOF HEIGHT � a <= BWx0.1 ora < = hx0.4 BW less or equal than BL a must not be less than a= 3 feet or a= 0.04xBW • • • • • • • • • • . . . . . • • • . • • 1ID PRESSURES IN PSF 150 MPH VELOCITY EN6CO,znc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax: (954) 585 -0305 E -mail: Engco @AOL.com OCT �> 2 2007 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OL)T SEAL 7/10/20 :7 DOOR / WINDOW / SHUTTER SCHEDULE.'. .'.:" .'. ": MARK MANUFACTURER TYPE CODE APPROVAL CALCULATE() .• NI C. RATIrld isiAt QTY COLOR SIZE + (PSF) - (PSF) ••• • • • TYPE +• +• (PSF) • - (PSF) W (in) H (in) Sq Ft. 1F MetalTech, Inc. MetalTech, Inc. MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter Maximum Impact High Velocity Accordion Shutter Maximum Impact High Velocity Accordion Shutter 07- 0125.10 07- 0125.10 07- 0125.10 46.50 46.50 46.50 -50.40 . - 50.40' , -50.40 • Large & L ie & Stnill : : Lame & Cm:IF. • N5 . :205'. :205 • -205 -205 1 1 1 1 White White White 61.0 61.0 61.0 47.3 47.3 47.3 20.0 20.0 20.0 2F 3F 4F Transparent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 46.50 - 50.40' 4 Large &Small • _ , • 120 -120 1 111.5 29.5 22.8 5F Transparent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 ,46.50 -50.40 Large & Small 120 -120 1 16.0 29.5 3.3 PGT Industries Series SH -700 Aluminum Single Hung Window - L.M.I. 05- 1018.01 46.50 -50.40 Large & Small 80 -80 2 White 75.0 52.0 31.3 6F PGT Industries Series 1" x Heavy Wall - Aluminum Tube Clipped Mullion -LMI 06- 0125.07 -- - -- Large & Small 140 -140 1 White 75.0 60.0 31.3 7F PGT Industries Series SH -700 Aluminum Single Hung Window - L.M.I. 05- 1018.01 46.50 -50.40 Large & Small 53.5 -53.5 3 White 150.0 77.0 88.5 e+ 7F PGT Industries Series 1" x Heavy Wall - Aluminum Tube Clipped Mullion -LMI Series "6 -8" Outswing Glazed Steel Door - L.M.I. 06- 0125.07 05- 1215.0' - 46.50 - -- -50.40 Large & Small Lar e & Small 140 60 -140 -60 2 1 White White 39.3 39.3 90.0 90.0 24.5 24.5 8F Jeld -Wen, Inc (OA) 1L MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 - ite 2.0 47.3 20. 1B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 100 -100 1 White 159.5 97.0 107.4 2B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 62.0 60.0 25.8 3B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 62.0 60.0 25.8 4B ' • 46.50 -50.40 1 White 38.0 62.0 13.7 PCT IiiJoatiacs r..to`JE __ - _ - _ _ _ : _ ---06-194€6..-00- Largc & Small 75 7G 5B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter Maximum Impact High Velocity Accordion Shutter 07- 0125.10 07- 0125.10 46.50 46.50 -50.40 -50.40 Large & Small Large & Small 165 165 -165 -165 1 1 White White 62.0 62.0 60.0 60.0 25.8 25.8 1R MetalTech, Inc. 2R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 44.8 35.5 11.0 3R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 44.8 60.0 18.6 4R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 44.8 60.0 18.6 5R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 44.8 35.5 11.0 6R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 62.0 47.3 20.3 - - • • • - '• S stems ClearGuard P. - • • • - - •,•• • - • - s Shutter FL6416.2 46.50 -50.40 Lamp -Small - 1 0 -1 0 1 19.8 5.5 8R Jeld -Wen, Inc (OR) Series "6 -8" Outswing Glazed Steel Door - L.M.I. 05- 1215.01 46.50 -50.40 -50.40 -50.40 Large & Small Large & Smafl Large & Small 60 -60 1 White White White 32.0 44.8 44.8 88.5 47.3 47.3 19.7 , 14.7 14.7 9R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter Maximum Impact High Velocity Accordion Shutter 07- 0125.10 07- 0125.10 46.50 46.50 205 205 -205 -205 1 1 1 OR MetalTech, Inc. T�ris Re/21,2i i � � ‘1341 ACT PN64)Ww5 � moo mss 5_$ / UAu de2 P VD. 07" Z7? , • • •• • • • • •• • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • •• •••• • • • : DOOR / WINDOW / SHUTTER SCHEDULE • • ••• • ••• • *MARK •• • , •' • • MANN ACiU RER •••• TYPE CODE APPROVAL CALQULATEb • _ • �,,,� • At.hATTI�l6(�S4Aa •• • • QTY COLOR SIZE + (PSF) - (PSf ;• .. :• ore? L•' • .• • • •+ IIPSF) • • • • -• 1PSF) (In) H (In1 s Ft __ 1 F . .•.- ' �4 /ech, Irk, • • • Maximum Impact High Velocity Accordion Shutter 07-0125.10 44.76 -48.70 Large & Small 205 -205 1 Whits 61.0 47.3 20.0 •:2F IUIstalTech, Inc..... Maximum Impact High Velocity Accordion Shutter 07-0125.10 44.76 -48.70 • • I arse Srnall 41 Qra •� 1 White 61.0 47.3 20.0 ..3F tar ech, Intl • • • • Maximum Impact High Velocity Accordion Shutter 07-0125.10 44.76 -48.70 larrs i $mill : • ii 1 12(1 • " -20f Ato 1 1 White 61.0 111.5 47.3 29.5 20.0 22.8 4F • Me Transparent Firotectan Systems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 43.97 -47.90 • • Large % S►naII • •.•5F •irs,e Arent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 46.46 -50.40 Largs &Small 120 -120 16.0 29.5 3.3 OF PGT Industries , Series qH -700 Aluminum Single Hung Windo .M.I. 05. 1018.01 45.54 140 -49.48 140 Large & Small Large & Small 80 140 -80 -140 2 1 White White 75.0 75.Q 52.0 52Q 31.3 31.3 OF PGT Industries Series 1" x Heavy Wall - Aluminum Tube 011p.. Mullion -LM 06-0125.07 7F POT Industries Series SH -7Q0 Aluminum Single Hung Wind - 1. 05- 1018.01 43.62 -47.55 Lars & Small 53.5 -53.5 3 White 150.0 77.0 88.5 7F PGT Industries Series 1" x Heavy Wall - Aluminum Tube 011 d M ' • n-LMI 06. 0125.07 77 77 Large & Small 140 -140 2 White 98.0 77.0 24.5 OF Jeid -Wen, Inc (OR) Series "6-8" Outswing Glazed Steel D.. r- L.M.I. 05- 1215.01 44.03 -47.97 Lame & Small 60 -QO 1 White 39.3 90.0 24.5 1L MetalTech, Inc. . Maximum Impact High Velocity - - • • io - hutte 07- 0125.10 44.73 48.67 Large & Small 205 -205 1 White 62.0 47.3 20.3 1 B MetalTech Inc. Maximum Impact High Velocity -• rdign ° . ut 07 -0125.10 39.60 -43.54 Large & Small 100 -100 1 White 159.5 97.0 107.4 28 MetalTech, Inc. Maximum Impact Hugh Velocity �• S' tter 07 -0125.10 07. 44.01 44.01 47.95 -47.95 Large & Small Large & Small 165 165 -165 -165 9 1 White Whig 62.0 62.0 60.0 60.0 25.8 25.8 30 MetalTech, Inc. ; rdivn . Maximum Impact High Vet . ity A- • rdlon S t(er 4B PGT Industries Series HR -7 Aluminum rtzonta,,�- oiler dow - LMI 08. 0405.06 46.46 -50.40 Large & Small 75 -75 1 White 38.0. 52.0 13.7 5B MetalTech, Inc. Maximum Imp High Veto''m Acco .n S er Maximum Imps ',, i, h Veloc1 g', Accordion utter 07. 012810 07- 0125.10 07- 0125.10 44.01 44.01 46.46 -47.95 -47.95 -50.40 Large & Small Large & Small Large & Small 165 165 205 -165 -165 -205 1 1 1 White White Mite 62Q 62.0 44.8 60.0 60.0 35.5 25.8 25.8 11.0 1R MetalTech Inc. 2R MetalTech, Inc. _ Maximum Im,_pact H' ,' Volvo' . ccordion Shutter OR MetalTech, Inc. Maximum Impact High :locity rdion Shutter Maximum Impact High Ve A. i ty rdion Shutter 07. 0125.10 07-0125.10 07 -0125.10 45.07 45.07 46.46 -49.01 -49.01 -50.40 Large & Small Large & Small Large & Small 165 165 225 -165 -165 -205 1 1 1 Whiffs Whits White 44.8 44.8 44.8 60.0 60.0 385 18.6 18.6 11.0 4R MetalTech, Inc. 5R MetalTech, Inc. Maximurn Impact High Veloo ' -.• rdion Shutter 6R MetalTech, Inc. Maximum Impact High Velocity • - • rdion Shutter 07-01 5.10 44.73 -48.67 Large & Small 205 -205 1 White 62.Q 47.3 20.3 7R Transparent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 46.46 -50.40 Large & Small 120 -120 1 19.8 35.5 4.9 8R Jeld -Wen Inc QR Series "6-8" Outswin• Glazed Steel Door- L.M.I. 05- 1215.01 44.71 -48.64 Lar.e & Small 60 -60 1 White 32.0 88.5 19.7 9R MetalTech, Inc. Maximum Impact High Veloci Accordion Shutter 07- 0125.10 49.73 Large & Small 205 -205 1 White 44.8 47.3 14.7 10R Me1aITech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 _45.80 45.80 _ -49.73 Large & Small 205 -205 1 White 44.8 47.3 14.7 ••• • • • ••• •• • • ••• • ••• • • • ••• • •• • • • ••• • •• • • • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• DOOR / WINDOW / SHUTTER SCHEDULE MARK MANUFACTURER TYPE SIZE CODE APPROVAL W (in) H (In) Sq. Ft. 1F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 61.0 47.3 20.0 07 -0125.10 2F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 61.0 47.3 20.0 07 -0125.10 3F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 61.0 47.3 20.0 07 -0125.10 4F Transparent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter 111.5 21.5 16.6 FL6416.2 5F .. rent • •- _ ' • • ClearGuard Pol carbonate Storm Panels Shutter 16.0 21.5 ESC - - - 6F • PGT Industries Series SH-700 Aluminum Single Hung Window - L.M.. 5.0 52.0 27.1 05-1018.01 7F PGT Industries Series SH -700 Aluminum Single Hung Window - L.M.I. 150.0 77.0 80.2 05- 1018.01 8F Jeld -Wen, Inc OR Series "6-8" Outswin. Glazed Steel Door -L.M. 9.3 62.0 82.0 47.3 22.4 20.3 05- 1215.01 07- 0125.10 - 1L Meta ec , nc. Maximum Impact High Velocity Accordion Shutter 1B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 159.5 97.0 107.4 07 -0125.10 2B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07- 0125.10 3B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07 -0125.10 4B P-c, muuau 1..... NE- _:-:, _ _ .: ... -. . 5B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07- 0125.10 1R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07 -0125.10 2R MetalTech, Inc. Maximum Impact High Velodty Accordion Shutter 44.8 35.5 11.0 07- 0125.10 3R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 60.0 18.6 07 -0125.10 4R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 60.0 18.6 07 -0125.10 5R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 35.5 11.0 07- 0125.10 6R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 47.3 20.3 07 -0125.10 7R 8R • - - ••. • • •.._ •utter 19.8 27.5 3.8 • Jeld -Wen, Inc (OR) SariPs "6 -8" Outswinq Glazed Steel Door - L.M.I. 32.0 80.5 47.3' 17.9 14.7 05- 1215.01 07 -0125.10 9R MetalTech, Inc. Maximum Impact High Velocity Accordion a nutter 44.8 1OR MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 47.3 14.7 07 -0125.10 STORM PROTECTION for: Suzanne J Jacobs 1284 NE 94 St Miami Shores FL 33138 Edward S Clark CB CO58370 SNOISIA311 1 uogdunsaa Date 11 -NOV -2007 Scale 1/8" =1' -0" Drawn by ESC Design by Checked by ESC TJD ' Drawing Number 07 -1111 Al WINDOWS USED AS A SECOND MEANS OF ESCAPE TO COMPLY WITH FBC 1005.4 CLEAR OPENING NOT LESS THAN 20" IN WIDTH; 24" IN HEIGHT AND 5.7 SQ. FT. NET CLEAR ARE THE BOTTOM OF THE SILL* SHALL BE NOT MORO THAN 44" ABOVE THE FLOOR ALL OPENINGS ARE RETRO -FIT (NO MODIFICATION TO OPENINGS REQUIRED) • • • • • . • • • •••• • • • .•• • • •• •• • • • • • • • • • • • Storm ,I.0 t 0 O • • • • • • Pr••• •t• • n IAAA 0 Iqn ,� iAAA IAAA 1000'1000 iAAA IAAA iAAA IAAA IAAA 04 1AA► 9400 IAAA 10111111111110 111.101 IAAA 10 UAA MOM MIA Irtr4 OAP( u,n 9nAA AAA /l/: 411 $$112•1412AII21/AIIAIAMAAI4 :14:111/2.1441121 11 /2•12I1►A 4�11AIAA/12•1211;40 94011 IAA 1 11 1 0 /1AlA1 U 0 lAI MI A 4 �lAAA 4 1 / 0 1 00 0 1 0 /{/ *I u , 1 IAA � l/ *Nig t1 AR / A I IA A A A l 1 1 11 A 0k 1101 1IIMI 4 A t1 004 11 A11 r, , Inn.. .. 4.: u:• 111 112 ►2 :• ►11. 1 2:2 u:2 1 1:2 2.11 • 1• 111 X1 1 12 111 1 :1 1/2 1a.► 0 MetalTech, Inc. Max -Impact HV Accordion Shutter NOA 07 -0125 -10 Exp 04 /12/2012 0 MetaIrerh, Inc. Max -Impact HV Accordion Shutter NOA 07 -0125.10 Exp 09/12/2012 0 MetaITedl, Inc. Max -Impact HV Accordion Shutter NOA 07 -0125 -10 Exp 09/12/2012 Metafrech, Inc. Max -Impact FP/ Accordion Shutter NOA 07- 0125 -10 Exp 09/12/2012 PGT Industries SH700 Aluminum SIngteHun9 Window NOA 05. 1018.01 Exp 03/23/2011 PGT 84000ies 1° Heavy Tube Clipped Mahn NOA 06-0125.07 Exp 06/28/2011 PGT Industries 91700 Aluminum Single-Hung Window NOA 054018.01 &P 03/23/2011 PeP1•18 .alaxa MemlTerh, Inc. Max-Impact HV HandAeJe"Mrndew Accordion Shutter N0 COPRI•66 NOA 07 -0125 -30 Exp 09/122012 MetnITcch, Inc Max -Impact HV Accordion siutter NOA 07-0125-10 Eitp 09/12/2012 NORTH ELEVATION 500TH ELEVATION PGT Industries 50700 Aluminum Single-Hung Window NOA 05- 1018.01 Exp 03/23/2011 leld -Wen, Inc Series •6-8" 0/5 Glazed LM10oor NOA 05.1215.01 Exp 05/25/2011 0 PG7 Industries 1° Heavy Tube Clipped Mullion NOA 06 -0125.07 Exp 06/28/2011 0 PGT Industries SH700 Aluminum Single -Hung Window NOA 05-1018.01 Exp 03/232011 • •• •• • • •••• • • •••• • • •• •• • • • • • • • • • • • • • Sto ••••• 0 7 • • • a • • • •; D • •• • • • • • • ••I • a to 0 Date 11 -N0V -2007 Scale 1/ =1'4 Design by ESC Drawn by - ESC Checked by I TN) Drawing Number 07 -1111 A2 Mac -Impact NV Accordion Strutter NOA 07 -0125 -10 Exp 04/12/2012 Meteredh, Inc Mac -Impffi NV Accordion Strutter 909 07 NOA 07 -0125 -10 Exp 09/12/2012 SF El Transparent Pm- Clear tection St Systems orm Panel 909 St NOR 09-0913.03 Exp 07/19/2009 Transparent Pro tection Systems Clear Storm Panel NOR 09- 0913.03 rap 07/19/2009 Metalled,, Inc Max -Impact NV Accordion Shutter NOA 07- 0125 -10 Exp 04/12/2012 McOITedh, Inc Max - Impact 00) Accordion Shutter NOA 07- 0125 -10 Exp 04/12/2012 laid -wen, Inc Series ° 6 -0 Gazed LMI 0000 NOA 05- 1215.01 Exp 05/25/2011 TransparentPm- teRWn Systems Clear Storm Panel NOA 04- 0413.03 Exp 07/19/2009 MetaITech, Inc Max - Impact HV A®rdion Shutter N0907-012540 Exp 04/12/2012 McIITedh, Inc Max -Impact NV Accordion Shutter NOA 07- 0125 -10 Exp 04/12/2012 MelafTedh, Inc Max-Impact NV Accordion Shutter 00A 07 -0125 -10 Exp 09/12/2012 MeraITedh, Inc Max -Impact HV Accordion Setter NOA 07- 0125 -10 Exp 04/12/2012 Meta0Tech, Inc Max -Impact HV Accordion Shutter NOA 07- 0125-10 Exp 04/12/2012 MetalTe h, Inc. Max -Impact NV Accordion Shutter NOA 07- 0125-10 Exp 04/12/2012 FAST ELEVATION WEST ELEVATION • • • • • • • • • •••• • • •••• • • •• • • • • • • • • • • • • • • Sto rI?2X 0 • -•••• ti 0 U *cc . • • a • -U R• fn• ••- • 00 Z m 0 N .-1 O (j M L A e 0 L r Ill ' O O C Z O C -_ OL N IV = In . t (0 X n m Date 11 - NOV - 2007 Scale 1/8" =1' -0" Design by ESC Drawn by ESC Checked by TJD Drawing Number 07 -1111 A3 Component Width (ft) Span (ft) Area (ft ^2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min 1F 4.46 3.94 17.55 4 , .96 -1.06 44.76 -48.70 2F 4.46 3.94 17.55 4 0.'6 -1.06 44.76 -48.70 3F 4.46 3.94 17.55 0. -1.06 44.76 -48.70 4F 9.29 2.46 22.8 0.9 -1.04 43.97 -47.90 5F 1.33 2.46 3.28 l o . v d' -1.10 46.46 -50.40 6F 7F 8F 3.13 4.00 3.27 4.3 6.4 ..83' 3.56 I la, 67 22:' -1.08 45.54 -49.48 -1.03 43.62 -47.55 -1.04 44.03 -47.97 1L 4.50 3.94 \ 17. !96 -1.06 44.73 -48.67 1B 12.00 8.08 \. 5.00 97.01 22.50 4 0.83 0.94 -0.93 -1.04 39.60 -43.54 2B 4.50 44.01 -47.95 3B 4.50 5.00 \ 22.50 4 0.94 -1.04 44.01 -47.95 4B ' .17 ' .29 .26 4 1.00 -1.10 46.46 -50.40 5B 4. 00 0 4 0.94 -1.04 44.01 -47.95 1R 4. '\\ 3.17 w 0 2.° , 9.37 4 0.94 -1.04 44.01 -47.95 2R 4 1.00 -1.10 46.46 -50.40 3R 3.17 5.0 o': 15.83 4 0.96 -1.06 45.07 -49.01 4R 3.17 \,00'x, 15.83 4 0.96 -1.06 45.07 -49.01 5R 3.17 2. 9.37 4 1.00 -1.10 46.46 -50.40 6R 4.50 3.94 11 4 0.96 _ -1.06 44.73 -48.67 7R 1.65 2.96 .87 4 1.00 -1.10 46.46 -50.40 8R 2.67 6.71 17.89 4 0.96 -1.06 44.71 -48.64 9R 3.17 3.94 12.47 4 0.98 -1.08 45.80 -49.73 1OR 3.17 3.94 12.47 4 0.98 -1.08 45.80 -49.73 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 :Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure No WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward Clark Company Name: Description: Wind Loads - Suzanne Jacobs Clark Construction Co, Inc of Miami Use Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or 1' Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B Width Paral. To Wind Dir (L Building 146 11 C 1 3.0 14.0 Hipped 0.85 10.50 16.25 13.25 55.50 84.00 mph Hz :12 Deg ft ft ft ft ft CUllstbd: Pairs 0" Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = zg = At = Bt = Bm = Cc = 1= Epsilon = Zmin = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Gust Factor Category1 . Rigid: Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category I11. Rigid Structures - C omplete Analysis Zm lzm Lzm Q Zmin Cc * (33/z) ^0.167 I *(zm/33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63 )) ^0.5 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3 4 *Izm)) 15.00 0.2281 427.06 0.9131 0.8793 ft ft c�u.St ract s ummary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Meca Enterprises, Inc. Copyright 2006 Clark Construction Co, Inc of Miami Page No. 1 of 2 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.3 =_> 5.30 ft a Hipped Roof 7 < Theta <= 27 ouble Click on any data entry line to receive a help Screen • • • • • •• • • •••• • • • • • •• •• • • • • • • • •• • Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Meca Enterprises, Inc. Copyright 2006 Clark Construction Co, Inc of Miami • • • • • • • • .• • • • • •• • • • •• • • •••• ••••• ••• • •• Page No. 2 of 2 • • ••••• • • • • • • • • • • • • • • • . • • • • i • • • • ••• • •• • • •• • •• • • •• •• • • •• • .. •••• • • • • • .... • •• • • • • •••• • • • • • • • • • •• l NOV 2 7 2007 jg B Y - - -- -' - - - - -- 1 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REG ULATIONS CITY co wry MIA BUILDIt\iGCO ► GolFFICE (BCCO) PROD EPTANCE (NOA) • •• • • • • • •• •• • • • • • • • • • • •• • • • ••• •• • • • • • ••• • • • ••• • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • •• • • • • ••• • • • • MIS- IME COUNTY, FLORIDA • • •'. • lvl' lla-DQt E FLAGLER BUILDING • • • 140 WEST I+AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • wwyy buildingcodeonline.com NOT PGT In tries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 1 "X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, 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: 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 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 renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. •• • • • • • ••• •• NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, 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- 0528.05" 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 # 04-0528.05" 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 lx 2 x 3 /4" 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- 0528.05" 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. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries E. MATERIAL CERTIFICATIONS 1. None. E -2 • • •.• • • • ••• • . . • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• . • • • ••• • • • •• • ••• •• •• • • • • • • • ••. ••• • • • • • • • • • . • NOTICE OF ACCEPTANCE: EVIIJENCESUBMITAIS • . • • • • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance C7ffiee f BCCOIj • • •• ••• • • • • • • ••••• F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ... % / ....... • T • • • • ••• • T1 H () l , M1 // co ^1 f 0 ~l , H (") _, ...., (^ lrl h , M1 // co ^1 1 l ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS W1 H W2 W W = W1 +W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6& 7 M 1) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 • • • • NOTES: 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. • • •• • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • •• • • • ANCHORS DETAIL A • • • •• • • • • • • • • • • • • ANCHORS D AIL:.4 L. '.• •• • • • ••• • • • • • • •• • • • • ••• •• .• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • •• • ANCHORS DETAIL "B" "C" OR "D" AT BOTH ENDS AND AT BOTTOMS W1 1. W2 = J W3 w W = W1 +W2 +W3 H = H 1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT 2 1 MULLIONS 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE — A MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. FOR ANCHORAGE TYPE, obert L. Clark, P.E. PE #39712 Structural ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS J 1 W2 W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd By: Dat : Revisions: F.K. 5/3 %6 D —ADD NOTES 5 & 6 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 QUANTITY AND LOCATION, REFER TO SHEETS Revsd By: F.K. Drawn By: P. J.P. Description: 1 " HEAVY WALL, ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS MULLION Date: 5/5/06 Da e: 4/ Scale: NTS Revisions: C —ADD TECH. REFS. Sheet: 1 of 7 H = H1 +H2 (1) WINDOW MULLED w/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR Hi +H2 MULL LENGTH = W PRooucr RENEWED as y.� the Midis Acceptance -0 o ?- Es Drawing No. 6221 Rev: PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK\ • 7 I n PGT 1 x MULLION SEE NOTES 2 & 3 } 2 (TYP) 1 1 (TYP) ANCHOR EMBED.1 SEE NOTE 2 T 2FHSMS • • • • • • AGGERED ON • • • ' OPPOSITE SIDES PGT -1x MULLION 2 MI (SO AS NOT TO : :IITRFERE WITH : OTHER) SEE NOTE 3 FOR 1" MULL 4 " TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" 2" OR 4"-- -1 •. SCREW, SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE 1 SEE - NOTE 1 • #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1 x MULLION --- TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK, DETAIL "8" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE —FLEX 1 3/4" NOTE 1• 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 ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR 5 Robert. L. Clark, P.E. PE #39712 Structural f WOOD /- BUCK 28(TYP)1 8 L(TYP SEE NOTE 1 } TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" • . # •a". d 2 MIN: 28(TYP) 18(TYP) SEE • i NOTE 1 } WOOD BUCK INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 r , „ OR 4" 0 +O Revsd By: F.K. Revsd By: F.K. Drawn By: P.J.P. Series /Model: MULLS . • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC., DETAIL "D" Dat 5�3 %6 Date: 5/3/04 Dote: 4/28/00 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Scale: NTS MASONRY ANCHOR, SEE NOTES 1 & 3 Revisions: D— MODIFY NOTES 3 & 5 Revisions: C —ADD EMBED. DETAILS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 PRODUCT RENEWED ageomplyksg with the Maids Wang 1" HEAVY WALL, CLIP INSTALLATION DETAIL Title: ALUMINUM TUBE CLIPPED MULLION Sheet: 2 of 7 Drawing No 6221 Rev: 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 4 1 " MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 A' 1 3/16 1 15/16 1 3/8 3 3/16 I"" A/4 t4UNTI'P,� • • • •• • • • • • - MAX. :.. •.• 3 .• • 14MAX. • • • •• •• •• 4 I O jVfAX. F TWO (2) ANCHOR LOCATIONS 3 MIJ L-J 8 A/2 0 ONE (1) ANCHOR LOCATION • . •. • • • ••. •• • • • • .• . • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •.• • • • • . • . © THREE (3) ANCHOR LOCATIONS 3 MIN JLA� 8 g MIN. TYP. © TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL- 2902, 2903 AND 2975. 1 1 6 TYP. 3 MIN.�1-.--A --►1 8 a FOUR (4) ANCHOR LOCATIONS THREE (3) ANCHOR LOCATIONS Robert L. Clark, P.C. PE #39712 Structural -MIN. MAX. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. SOX 1529 NOKOMIS, FL 34274 13MAX. 14MA 8N1 3 MIN. TYP. (4)EQ. SP. (A- 3/4)/4 Revsd By: F.K. Drawn By: P.J.P. Series /Model: MULLS gMIN 36 O SIX (6) ANCHOR LOCATIONS gMIN �-- -3 6 ® FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5, 3 %6 Revsd By: Date: Revisions: F.K. 5/5/06 C- REDRAW, ADD DIM. &NOTE Date: 4/28/00 L - MIN. TYP. Revisions: D -NO CHG THIS SHT gMIN. TYP. Description: 1" HEAVY WALL, ANCHOR LOCATIONS as � tint Florida Acceptance No 0 �l A IM ANIN Title: ALUMINUM TUBE CLIPPED MULLION Scale: NTS Sheet: 3 of 7 Drawing No. 6221 Rev: D 2 1 4 1 8 • • ••• . • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • 2 • • • •• .. .. • . • • . • • • • • •• • • • .. .. • • • • • • • . . • • • • • • • • • • ••• ••• ... • . • • • .. •• • • • • • • .• • • • • • • • • . . go • 1. .. • • • • • ... . 3 4 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 obert L. Clark, P.E. PE #39712 Structural 1 3 4 8 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F.K. Revsd By: F.K. Drawn By: P.J.P. Description: Title: Series /Model: MULLS ot 5 %6 : Dat 5%5/06 Date: 4/28/00 Scale: 1X 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisions: D —N0 CHG THIS SHT Revisions: C —NO CHG THIS SHT 1 8 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Sheet: 4 of 7 AODUCT BENEWE® a complying with tie Florida Balding Code Acceptance No , - 0/25.0? Drawing No. 6221 Rev: QTY. & TYP. ANCHOR CLIP TO OPENING (2) A (3) B (3) B 170 170 170 166 145 131 113 86 73 67 54 43 36 25 23 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 49 43 32 27 25 20 16 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 37 32 24 20 18 (3) N (3) B& (3) B 170 170 170 165 116 99 85 65 54 50 40 32 26 18 17 35 30 22 18 17 80 (23 A. (S3•B I3)M ..• '170' 154 140 126 101 90 77 58 49 45 35 28 23 16 15 34 29 21 17 16 g ••• 17U 170 170 153 107 90 77 58 49 45 35 28 23 16 15 34 28 20 17 15 •( '(3) 150 136 121 100 84 72 54 45 41 32 26 21 34 28 20 16 15 15) B '170 170 170 146 100 84 72 54 45 41 32 26 21 34 28 20 16 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 65 48 40 36 28 (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 (2) A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 CHART 2. -1 x2.75x.375 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL L\ 42 48 50.625 54 60 63 66 72 76 78 84 90 96 50 50 60 70 80 (2) A (2) B (1) B (1) B (1) B 142 134 130 116 107 102 100 91 85 81 73 68 58 (2) A (2) B 51 60 OPENING WIDTH IN INCHES (2) A (2) B 47 90 100 (2) A (2) B (2) A (2) B (1) B (1) B 130 130 100 99 82 80 64 63 44 42 • • •• • • • • ••• •• •• • a • •• •• • • • • • • • • • • • • • • • •• • • •■• :C;PtNINOwIDTH IN INCHES 110 120 (2) A (2) B (2) A (2) B (1) B (1) B 130 130 99 99 80 80 62 62 41 41 90 130 160 (2) A (2) A (2) B (2) B (1) B (1) B 130 130 99 99 80 80 62 62 41 41 100 1 10 fo 120 130 160 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, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS - rr INDUSTRIES 1070 TECHNOLOGY DRIVE / NOKOMIS, FL 34275 Robart L. Clark. P.E. PE #39712 - Structural P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Revsd By: F.K. Drawn By: P.J.P. Description: Title: Series /Model: MULLS Vertical Mull I __Opening_l Width Mull Length Horizontal Mull Opening Width 1 Mull Length Multiple Mulled Units Opening Width Mull Length 5/3 %6 Dote: 5/5/06 Date: 4/28/00 Scale: NTS Revisions: D -NO CHG THIS SHT Revisions: C- MARKED REVISIONS Sheet: 5 of 7 PRODUCT RENEWED e oomph ig AccePtanse No ` -0/ 5. O 9- Division 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Drawing No. 6221 Rev: CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR co La z 50 CLIP TO ) OPENING ( 3) B ( 4 A (3) 6 CLIP TO MULL A (2) B (2) B (2) B 42 170 48 170 50.625 166 54 152 60 133 63 125 66 118 170 170 170 160 170 148 170 135 152 117 143 110 135 103 72 106 108 92 76 91 91 77 78 84 84 71 84 67 67 57 90 54 54 46 96 44 44 38 108 31 31 26 111 29 29 24 60 (2) A ( . (4) B 3) B (2) B (2) B 170 170 170 148 169 136 155 124 134 106 126 99 118 93 92 81 77 68 71 63 57 50 46 40 38 33 26 23 24 21 70 • • ••• • • • ••• •• •• • a • •• •• • • • • • • -•••• • • • • ••• • (4 A' •(4JB 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 • •• • • *C) 161' :4)K: 170 141 129 116 99 92 86 73 61 56 44 36 29 20 18 • : •:• OPENING WIDTH IN INCHES 80 •(4) B (3) B iM 'E • (2) B • 170 170 161 138 148 125 133 112 113 94 105 87 97 81 73 67 61 56 56 51 44 40 36 32 29 26 20 18 18 17 90 Vertical Mull I_Opening Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units Opening Width Mull Length (2) A (4) B (2) B 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 (3) B (2) B 170 137 123 109 90 83 77 63 52 48 37 30 24 17 15 100 (2) A (3) B (4) B (2) B (2) B 170 170 157 137 141 123 125 108 103 88 95 81 85 75 63 60 52 49 48 45 37 35 30 28 24 23 17 15 15 Robert L. Clark, P.E. PE #39712 Structural 110 (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 45 35 28 23 15 120 ( B (2) A (4) B (2) B 170 137 123 108 88 80 73 58 47 43 33 26 21 (2) B 170 157 141 124 100 91 80 58 47 43 33 26 21 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 130 (2) A (4) B Revsd By: F.K. Revsd By: F.K. Drawn By: P.J.P. Description: (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 Series /Model: MULLS (3) B (2) B Date: 5/5/06 Date: 4/28/00 160 (2) A (4) B (2) B 170 170 137 157 123 141 108 88 80 73 56 56 45 40 30 23 18 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, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Dat 5>3 %6 1" HEAVY WALL, PRESSURE CHART 3 Title: ALUMINUM TUBE CLIPPED MULLION Scale: NTS 124 100 91 79 45 40 30 23 18 Revisions: D -ND CHG THIS SHT Revisions: C- MARKED REVISIONS Sheet: 6 of 7 eamplybg A Florida Boling Ode ;- -- .,�i�l • rte Drawing No. 6221 Rev: CLIP TO MULL& 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 :.:.::: : QP.ENING WIDTH IN INCHES 50 60 70 80 90 ( A ( A ( A ( A ( A () A' (2)A: :0) A: :(2 (4) B (6) B (4) B (6) B (4) B (S).B, (4)4. :0) B ::(4j B • • 110 120 130 160 (5) B 170 (5 1$ 170 :45)$• . . .. (3) A (6) B (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (5) B 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 170 170 170 170 159 150 134 125 121 111 95 78 54 50 (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 170 170 170 170 170 170 165 140 129 102 82 67 47 43 170 170 169 143 133 125 110 102 99 90 74 60 42 38 474. 170 170 170 170 170 170 148 126 116 92 74 60 42 38 . ) B • • ?70 170 170 162 136 126 117 103 95 92 83 67 54 37 34 (3) A (6) B (5) B 170 170 170 170 170 170 166 136 116 106 83 67 54 37 34 100 (2) A (4) B (5) B 170 170 170 158 131 121 112 98 90 87 77 62 50 34 31 (5) B 170 170 170 170 156 127 108 99 77 62 50 (2) A (4) B (5) B 170 170 170 157 128 117 108 94 86 83 73 58 47 (3) A (6) B (5) B 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 (2) A (4) B (5) B 170 170 170 157 127 116 106 91 83 80 69 54 44 30 27 (3) A (6) B (5) B 170 170 170 170 170 166 145 115 98 89 69 54 44 30 27 (2) A (4) B 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (3)A 6) B (5) B 170 170 170 170 170 165 144 112 95 87 66 52 42 28 26 {2).A (4) B (5) B 170 170 170 157 127 116 105 88 79 75 62 48 38 25 23 (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 CHART 4. - lx4x.375 QTY. TYP. ANCHOR CLIP TO OPENING 27 22 22 19 19 • ..•. • • • •.. • • • .• • • 17 17 15 15 Vertical Mull 1-Opening j Width Mull Length Horizontal Mull 1 Opening Width Mull Length Multiple Mulled Units Opening Width Mull Length ! ?c'` 1. Clar; -, P.E. PE. #39712 Structural 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, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1 /4 " TAPCONS, EMBED. (1 1/4') OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd By: F.K. Revsd By: F.K. Drawn By: P.J.P. Description: Dat 5/30/06 Dat 5/5/06 Date 4/ Revisions: D -NO CHG THIS SHT Revisions: C- MARKED REVISIONS g re hs IsealMINItat 6 _ 0 .„ 1" HEAVY WALL, PRESSURE CHART 4 Title: ALUMINUM TUBE CUPPED MULLION Series /Model: Scale: Sheet: Drawing No. MULLS NTS 7 of 7 6221 Rev: MIAMI DADE COUNTY BUILDING CODE COMPL PRODUCT CONTROL D • • • ••• • •• •• • • • • • • • • • • • ••• • • • • • • ••• • • CCO) • • • ••• •• •• • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • •• • .•• •• • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • • • • • 140AEST FLAGLER STREET, SUITE 1603 • • • MIAMI, FLORIDA 33130 -1563 • • ; (305) 375 -2901 FAX (305) 375 -2908 • ▪ ••• • • www.buildinecodeonline.com NOTICE OF ACC CE (NOA)' PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I, APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this 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 05-1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision A dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No.1 CL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind. Pressure Loading per 1.'13C, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 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 - 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Alu u Single Hung E -1 uel P ez, P.E. Product Contro E ' ' . er NOA No 05- 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 PGT Industries • •.• • •• • • • • • • • • • • • • • • • • • •• • • • • ..• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• . •. • ••• .. • . . ▪ • .. • . . • • • • •• • • • • • NOTICE OF ACCTprANCE:: • • wVIDE1NFt 1 SUBMITTED .. . .. • .. . . Window, Impact, preparedly l aiseatioa Tee Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, strtedaid . i y .F4inndo aide!ed Largaespada, P.E. 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F1'L- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. ?It- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'1' i 1CATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01 /05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their " Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that the compliance with the Florida Building Code (FBC). a uel Pe .E. Product Control ' , . er NOA No 05- 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 E -2 tisin Rend By: Revsd By: Revsd By: F.K. GENERAL:NOTES: 1:IVIRAC �'SINGLE HUNG WINDOW . .. _ 1. GLAZINCI OP1OJ: (SIZE PETJIL$QN SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A • •• • ••• B. 516 AM= CCSNS ilIITE 1/8" ANNEALED GLASS AND (1) L MAX:IVIU4 PVB it4TEr i YER • • C. 5/16" LANII Q,(2) I.`TES OF 1/8" HEAT STRENGTHENED G • .. • D. 7/16" LAVIIFQN$IS dF (2) LIES OF 3/16" ANNEALED GLASS WITH •• • • • • • ••• •• E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED G G. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR S BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR S J. 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR S BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR S STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/K L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR S DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYE 8. SERIES /MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Date: Dale: Date: 1/24/06 Revisions: Revisions: Revisions: A Drawn B Date: Checked By Date: F.K. 9/1/05 J. J: 10/10/05 ADD FTL -4723 TO NOTE 7. .090 DUPONT BUTAC TE OF 1/8" HEAT ST SS WITH AN .090 D AN .090 DUPONT BU ITE OF 3/16" HEAT S LASS WITH AN .090 PACE AND 5/16" LA PACE AND 516" LAM STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAM DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER PACE AND 7/16" LAM PACE AND 716" LAM EEPSAFE MAXIMU PACE AND 7/16" LAM R. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL -4645, FTL- 4646, FTL -4647, FTL -4648, FTL -4649, FTL-4650, FTL -4651 AND FTL -4723. 0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX. 1529 NOKOMIS. FL 34274 ITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. RENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE UPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. TACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. TRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE UPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT I CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT PVB INTERLAYER. I CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 I CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT I CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT M PVB. I CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 0-98. 1300 -98. PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PST Visibly Better Description: GENERAL NOTES Title: ALUM. SINGLE HUNG WINDOW, IMPACT Series/Model: SH700 Scale: NTS Sheet: 1 of 11 Drawing No. 4040 -20 Rev. A NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8 -11 Approved BB cc+ulp7YL31 t with the Florida llehli CWI N yqq( V � L �� B# �� reedstet es • Robert L. Clark, P.E. PE #39712 Structural • .. ... ... (0,81 or 82 • • • • • • • • • • • r • • • • • • • OO • • ... • • • . • • • • • • • . • • • • • ... 1 r� 1/2" NOM. GLASS BITE t 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS — 13/16" NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI 1/2" NOM. GLASS BITE f 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE f �-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS --- .090 SOLUTIA OR DUPONT PVB INTERLAYER -- — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI <=I EXTERIOR INTERIOR [::› (ALL SECTIONS) Approved z s complying with the Florida Bolding Code Date, hilietted Dade ftwirgit Control ftv Revsd By Revsd By: Revsd By: F.K. Date: Date: Date: 1/24/06 Drawn By. Date: F.K. 9/1/05 Revisions: Revisions Revisions: A NO CHANGE THIS SHEET Checked By. Date: J.J. 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 113G Visibly Better Description: GLAZING DETAILS Title: ALUM. SINGLE HUNG WINDOW, IMPACT Sedesd%tadet SH700 Full Sheer 2 et 11 Drawing Na 4040 -20 Rev: A 6 Robert L. Clark, P.E. PE #39712 Structural GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) FTL- 4647, 4648, 4723 A B. 5/16" LAMI - 1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED FTL -4647, 4648 63" 72" C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) FTL -4647, 4648 WIDTH 12 15/16" D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) FTL -4645 21 5116" 26 1/4" E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) FTL -4645 31 7/16" 26" F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL -4645 FTL - 4646,4651, FTL - 4646, 4651 4723 A� _ G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI-11/8" ANNEALED,.090,1 /8" ANNEALED H. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - 1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED I. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED FTL -4646, 4651 -70.0 +70.0 J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) . FTL -4649, 4650 FTL -4649, 4650 FTL -4649, 4650 -70.0 +70.0 K. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - 3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7116" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) STANDARD VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 2. WINDOW HEIGHT OVER SASH HEIGHT 29 3/4" 38 3/8" 44" 50 5/8" 63" 72" 74" 76" WIDTH 12 15/16" 16 3/8" 18 5/8" 21 5116" 26 1/4" 29 13/16" 30 5/8" 31 7/16" 26" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 +70.0 1 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 +70.0 -70.0 +67.6 -67.6 +58.1 -58.1 +56.6 -56.6 +55.2 -55.2 37" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +58.0 -58.0 +51.3 -51.3 +50.0 -50.0 +48.6 -48.6 40" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +67.6 -67.6 +54.2 -54.2 +57.7 -57.7 +56.1 -56.1 +54.7 -54.7 44" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +60.2 -60.2 +49.6 -49.6 +53.7 -53.7 +52.9 -52.9 +51.7 -51.7 48" A,B,G,H +70.0 -70.0 +70.0 -70.0 +66.3 1 -66.3 +56.3 -56.3 +45.1 -45.1 +49.5 -49.5 +48.6 -48.6 +47.8 -47.8 53 1/8" A,B,G,H +70.0 -70.0 +70.0 -70.0 +61.4 1 -61.4 +51.6 -51.6 +40.8 -40.8 +44.6 -44.6 +43.8 -43.8 +42.9 -42.9 UP TO 53 1/8" C,D,E,F,I,J,K,L ALL HEIGHTS TO 76" HIGH +70.0 -70.0 1/1 WINDQW$ . tOOTH.HIGH . . . " ' ' ' '' 6I §S :TyPf SILLAPTION TABLE 1. '' • WINDOW HEIGHT iNiEffiTT : , :.44" 50 5/8" 591/2" 63" 76" 26" A,B,G,H +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 32" . • A,B,G,H„ +$0.a.. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +66.1 -66.1 37": ' : A3 ` Cs, Fi • ■ ;81.o... -80.0 +80.0 -80.0 +74.4 -74.4 f69.6 -69.6 +57.2 -57.2 40" _ : • • :. A, Q,Q, H ,' ;8 0.c -80.0 +80.0 -80.0 +68.0 -68.0 +63.3 -63.3 +64.0 -64.0 44" A, B, G, H +80.0 -80.0 +75.8 -75.8 +60.5 -60.5 +57.4 -57.4 +58.6 -58.6 48" , , 4,B,3,H ,.t80.L. -80.0 +68.6 -68.6 +56.5 -56.5 +53.0 -53.0 +53.5 -53.5 53 1/8" '. :.A,8,G,I1 : :. +8Q.0 -80.0 +63.4 -63.4 +52.0 -52.0 +47.9 -47.9 +48.3 -48.3 UP TO 531/$'. ■ d,DE!F ,Ji<4. :„ „' ALL HEIGHTS TO 76" HIGH +80.0 -80.0 CUSTOM VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 3. WINDOW HEIGHT WIDTH 50 5/8" 60" 63" 76" 40" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 44" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 +69.4 -69.4 48" D,E,J,K +70.0 -70.0 +70.0 -70.0 +69.6 - 69.6 +63.2 -63.2 53 1/8" D,E,J,K +70.0 -70.0 +67.2 -67.2 +62.9 -62.9 +57.2 -57.2 UP TO 53 1/8" F,L ALL HEIGHTS TO 76" HIGH +70.0 -70.0 NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. Revsd By: Raved By Revsd By: F.K. Drawn By: F.K. Date: Date: Date: Date: 1/24/06 9/1/05 Revisions: Revisions: Revisions: A Checked By J.J. ADD FTL -4723 TO GLASS TYPES A AND G. Date: 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUM. SINGLE HUNG WINDOW, IMPACT SH700 Drawing No. 4040 -20 Visibly Better " MEETING RAIL n " MEETING RAIL n sTH )aacnpwn: DESIGN PRESSURES SASH " MEETING RAIL n SASH Approved as complying with the IFTerida Bidding We Date b. MAO Mad Daft P Robert L. Clark. P.E. PE #39712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. of D • ••• • • • :49$/4" (i1AX. IXED DLO (ALL) — 1 r • •.. 0 • X0 • •:W L.••• rn • D • 76 "A HEI( • • • • • • • • • •• • • • .• • • • • • • • • • • • • • • O •• .•. •• • • t• • • ••• ..: D 76" M X j 38 7/16" MAX. SASH HEIGHT 20" SASH HEIGHT t E. DLO +BLE IAX.) 1 X %� .. ¥.. 'V' ...•.. r • • D • ••• • • • :49$/4" (i1AX. IXED DLO (ALL) — 1 r • •.. 0 • X0 • •:W L.••• rn • D • —r.— • ••1 • �0 • • .-jw • • • • • • • • • • •• • • • .• • • • • • • • • • • • • • • O •• .•. •• • • t• • • ••• ..: D 76" M 38 7/16" MAX. SASH HEIGHT f HEIG = t E. DLO +BLE IAX.) 1 X %� 481 /4" MAX. VcKl r rV n (Al 1 \_t Raved By: Rayed By: Revsd By F.K. Drawn By. F.K. SE T SE (n SEE DLO TABLE Date: Date: Date: n 1 SEE DLO TABLE Date: 1/24/06 9/1/05 Revisions: Revisions: Revistons: A Checked By: J.J. DETAIL A DETAIL D VIEWJCUSTOM SASH. NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. NO CHANGE THIS SHEET Date: 10/10/05 B HT AX. HT A SEE DLO TABLE SEE DLO TABLE r 0 X L SEE DLO TABLE 1 SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A Visibly Better SEE NO E 4 E- DETAIL E RADIUS TOP (CUSTOM SASH) 20" SASH HEIGHT 1 Dee: ALUM. SINGLE HUNG WINDOW, IMPACT SH700 Sheet 4 of 11 4040-20 Rev. 76" MAX. HEIGHT 76" MAX. HEIGHT Description: ELEVATIONS SEE DLO TABLE C DETAIL C RADIUS TOP (STANDARD SASH) 76" MAX. HEIGHT Approved as eentpliying with the Florida Buidin C Date NORM Mend Daft Robert L. Clark, P.E. PE 1139712 Structural MAX. HEIGHT • • •• •• • • • • • • •• . ••• • • • • •• MAX.: • FIXtb • LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING • • • a.z8ii • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • ••• L • • ••I • • • • • • • • • • • • • • • • • • • SECTION B -B (LOW SILL SHOWN) 1 7,80R17) INSIDE (SEE NOTE) ULTRALIFT ONLY 9 &1) BALANCE PARTS USED ON SASHS <40 LBS 2.330" (LOW SILL) INSIDE ALTERNATE HIGH SILL (SEE NOTE) MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 2.946" (HIGH SILL) SECTION A -A NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6" FROM EACH SIDE OF VENT. OUTSIDE OUTSIDE 1 2.710" SECTION C -C RADIUS TOP (HEAD DETAIL) BALANCE PARTS USED ON SASHS >40 LBS 1 2.710" Approved as complying with the Flom Butdisig C e Date NO NCI Deal Dade Iseedtaet ; r:<. troll w. Raved By: Roved By Revsd By. F.K. Date: Date: Date: 1/24/06 Revisions: Revisions: Revisions: A Drawn By: Date: Checked By Date: F.K. 9/1/05 J.J. 10/10/05 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 f GT Visibly Better Description: SECTIONS Tide: ALUM. SINGLE HUNG WINDOW, IMPACT Series/Model: SH700 Scale: Half Sheet: 5 01 11 Drawing No. 4040-20 Rev. A o bert L. Clark, P.E. PE #397 Structural ITEM 1 2 3 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 25 26 27 28 30 31 34 35 36 37 38 41 42 44 45 46 52 53 54 55 56 57 58 59 60 61 ECRIPTION DWG.# ... • • • • • • 1 .. .. • - - -. .. • 40(524 ILATIa 3-IEAD X1155: • #8 X 1.000 Q6A15'1 SMS 4003C FLANGE FRAME SILL (LOW SILL) x ; 164 ALIFIESNE OM! CiL FOAM PAD 4004 ' FVNQE f'F AI1� JtMB •'2025' SAS1 -I SYOP (ALUF,,IA -TILT) 4025 SASH STOP (EGRESS) 1.125 LONG 41P9: ;CALP1 L;ALU'AQA -TILT BALANCE, 5/8" 10:0 : :BAL:c ivEk RIGIit VINYL, 5/8" #8 X .750 PH. PN. SMS BALANCE BOTTOM BRACKET 1085 SASH TOP GUIDE, 5/8" BAL. 4029 -1 CALDWELL ULTRA -LIFT BALANCE, .670" #8 X 1 PHILLIPS FLAT HEAD S. STL 1080 -1 .670 ULTRA -LIFT BALANCE COVER 4053 SASH STOP COVER (ULTRA -LIFT) 4029 -1 SASH BRACKET #8 -32 X 1/2" LG. PH. FH. TYPE F S. STL 1086 SASH TOP GUIDE, 11/16" BAL. 4054A FIXED MEETING RAIL 4006C SASH TOP RAIL 1235 WSTP.,.170 X .270 BACK, FIN SEAL 1096 SWEEP LATCH 1016 #8 X .625 PH. FL. SMS 4007 SASH BOTTOM RAIL (LOW SILL) 1226 WSTP., BULB VINYL 4008 SASH SIDE RAIL 1268 SASH FACE GUIDE 1622 LAMI SETTING BLOCK 3/32" X 25/64" X 1" 1052 LAMI IG SETTING BLOCK 1" X 3/4" X 1/16" 1224 VINYL GLAZ. BEAD BULB (THICK) 1225 VINYL GLAZ. BEAD BULB (THIN) 4039B GLAZING BEAD, 5/16 LAM. GLASS. 4044B GLAZING BEAD, 5/16 LAMI W /GRILL KIT 4222A GLAZING BEAD, 7/16" LAMI 985C GLAZING BEAD, 7/16" LAMI W /GRILL KIT 4067 GLAZING BEAD, 13/16" LAMI I.G. 4009 SILL LATCH (EGRESS) (LOW SILL) 1088 SPRING, SILL LATCH (EGRESS) 2740 SILL LATCH (EGRESS) (HIGH SILL) 1014 SCREEN FRAME (HOR. & VER.) 1630 SCREEN CORNER KEY W /RINGS 1631 SCREEN CORNER KEY W /OUT RINGS 1073 SCREEN SPRING 1624 SCREEN SPLINE - .135 DIA. FOAM 1635 SCREEN SPLINE - .135 DIA. HARD SCREEN CLOTH PGT# 612225 781 PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834AA 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 42505R & L 64054A 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K 61635K 61816 Revert By: Revsd By: Revsd By: F.K. Drawn By: F.K. Date: Date: Data 1/24/06 Date: 9/1/05 Revisions: Revisions: Revisions: A Checked By J.J. NO CHANGE THIS SHEET Date: 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ITEM 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 DWG.# DESCRIPTION 505 GLAZING CHANNEL (.688 X .500) 1161 #6 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMI 4051A SASH BOTTOM RAIL (HIGH SILL) 4050A FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 6533402 706X1 62BV1510 64051 64050 A. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) B. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) G. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) H. GLASS, 13/16". LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) I. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) J. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "A) K. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI , (3/16 "A,.090 PVB,3 /16 "HS) L. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "HS,.090 PVB,3 /16 "HS Description: PARTS LIST Tide: ALUM. SINGLE HUNG WINDOW, IMPACT Series/Model: SH700 Scale: NTS Sheet: 6 o1 11 Drawing No. 4040 -20 Rev: Approved ass suaapkylog with !lam Bidding C:0 Robert L. Clark, P.E. PE #39712 Structural Revsd Sy: Revad By Revad By: F.K. Drawn By F.K. Date: Date: .062 .062 Date: 1/24/06 Date: 9/1/05 • . ... • • • ... .. .. • • • .. • • ... • .. .. • • • • • • • • • • • • ... • • • • ..• 1 -0- -2.784 • • •• • ... .. ... • • • . • •• . • • .. ..012 • • Ft\M • 'I�RME :H EA4 • • .. • pp*? .. • -1.749 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) 1.342 FIXED MEETING RAIL #4054A, 6063HS -T6 2.946 3.446 2.784 - i 2.710 .062 2.155 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 Revisions: Revisions: Revisions: A Checked By. J.J. NO CHANGE THIS SHEET Date: 10/10/05 1 2.830 1 - -'-.062 11.490 k-- 1.451• SASH STOP #4025, 6063 -T5 2.279 -►{ 1.707 .062 SASH TOP RAIL #4006C, 6063HS -T6 .062 2.784 .062 --�- FLANGE FRAME SILL (LOW) #4003C, 6063 -T6 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 2.330 _C .738 040 I 1 SASH STOP COVER #4053, 6063 -T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1.979 SASH BOTTOM RAIL(LOW) #4007, 6063 -T5 Visibly Better VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION - ( 1.165 �+ 2 1 349 SASH SIDE RAIL #4008, 6063 -T5 Im x � .050 .678 1.096 1 " IT GLAZING BEAD 7/16" #4222, 6063-T5 .050 1.115 1 - GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) Deswiption: Sedes/Model: SH700 SEALANT OR GASKET AT HEAD AND SILL .678 Scale: Half .683 Sheet: 7 of 11 .050 .678 1.096 k - 1J GLAZING BEAD, 5/16" #4039B, 6063 -T5 .678 .050 1.096 1 I GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .050 } 1- 1 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 EXTRUSIONS & FRAME CORNER DETAIL tttie: ' ALUM. SINGLE HUNG WIN INDOW, IMPACT Drawing No. 4040 -20 Rev: SEALANT ALONG ENTIRE JOINT Roost L. Clark, P.E. PE #39712 Structural WELD ALONG SCREW BOSS (2) Appreved as r ddt Iffavidit Data J . rlDad .ratisi • • ANCHORAGE FZR '&/1 WINDOWS ANCHOR TtPEd WINDOW. WIDTH: 19118 24" 32" 37" 40" 44 " 48" 53 1/8" . GLASS • t... . Y TYIS • • ... • • .— E•fl Kt A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C ,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C ,D,E,F,I,J,K,L A,B,G,H M • U Z 0 • 1(2 1 1 1 112 112 1 1 112 112 1 1 112 112 111 2 2 2 112 112 112 2 2 1(2 1 2 1 1 2 2 1 1 2 2 112 2 i 1 1 2 2 2 2 2 3 1 2 1 2 2 2 2 2 3 1 2 1'2 1 1 1 2 112 2 112 2 112 2 2 112 2 112 2 212 112 2 2 2 2 112 ❑ O 1 1 2 1 112 1 212 1 212 2 213 213 213 2 213 2 213 2 213 2 213 2 213 2 2 3 2 2 3 38 3/8" ❑ O 1 1( 1 112 1 112 1 2 1 2 1 212 213 2 213 2 213 2 2 2 213 2 213 2 2 3 2 2 3 U z 0 U 1 112 1 1( 1 112 1 1( 11 2 112 2 212 2 212 2 212 2 212 2 -2 3 2 2 3 M ❑ O 112 2(2 1 212 1 212 2 21 3 2 213 213 2 213 2 2(3 2 213 2 213 2 213 2 3 4 2 3,4 WINDOW HEIGHT 44" 50 5/8" N U Z 0 1( 2 112 1 1 212 112 1 212 112 1 213 212 1 213 212 2 213 212 2 2 2(3 2 2 2 2 213 212 2 2(3 2(2 2 2 213 213 2 2 213 2(3 2 2 2 4 2 3 2 2 2 4 2 3 M 2 2 2 2 2 1 3 213 2[3 2 213 213 2 213 2 3 4 2 3 2 313 2 314 2 2 ( 3 3 3 4 2 2 4 N Q O 1 11 2(2 1 2 1.3 1 213 2 21 3 2 213 2 2 213 2 2 3 2 213 2 214 2 213 2 2 4 2 2 3 N U Z o 1 112 1 212 1 212 1 212 1 212 2 212 2 212 2 213 2 2(3 2 213 2 2(3 2 2 3 m 1 2 2 1 21 3 2 313 2 313 2 3 2 3 3(4 2 313 2 3(4 2 313 3 415 2 313 3 415 2 2(3 591 /2 ", 63" ❑ 0 1 212 1 2(2 213 1 213 4 2(4 2 2(3 2 314 2 2(3 2 -Y 4 213 2 314 2 213 3 315 2 213 N U Z O 0 1 2 2 2(2 1 212 1 21 213 1 2(2 213 2 212 2 213 2 212 2 3 1 3 2 2 1 2 2 3(4 2 212 ❑ 0 1 3 3 1 3(3 2 3(4 313 414 313 415 2 314 2 4 1 5 2 314 3 416 2 314 3 TIT 2 314 TABLE 6. 72 ", 74 ", 76" ❑ 0 1 212 1 213 1 314 1 213 2 314 1 213 314 2 314 2 315 2 314 3 4(5 2 314 3 416 2 214 1 2 2 212 1 313 1 212 1 313 21 313 2 213 2 3 4 213 2 314 2 213 2 314 2 2 3 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 17 1/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 5/16" LAMI - (1/8" ANNEALED,. 090,1/8" ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) H. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) I. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) Revsd By Revsd By: Raysd By: F.K. Drawn By: F.K. Date: Date Date: 1/24/06 Date: 7/29/105 Revisions: Revisions: Revisions: A Checked By. J.J. NO CHANGE THIS SHEET Data 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 RHe: ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better Nardi: am: ANCHORAGE SPACING, 1/1 WINDOWS SH700 Sheet 8 of 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL Drawing No. 4040 -20 JAMB BELOW MTG. RAIL Approved as complying with Florida It Date v NOAiH Miami Ruda ?Mai trol 2 3 Robert L. Clark, P.E. PE #39712 Structural ANCHORAGE FOR STA VIEW AND RADIUS TOP WINDOWS SUBSTRATE! • • ••• • ' • • WINDOW HEIGHT • ANCHOR ' g TABLE 7.' • • 7 •A1/4'LL TYPE • • C p,�. F�I.J•K•1' • ••• • • • 1• • 111 • 1 :1 • • • • �' : 1 � C,D,E,F,I,J,K,L 2 1 11 A,B,G,H 1 2 C,D,E,F,I,J,K,L 2 1 2 A,B,G,H 1 212 C,D,E,F,I,J,K,L 2 2 2 I A,B,G,H 2 C,D,E,F,I,J,K,L 2 2 A,B,G,H 2 212 A,B,G,H C,D,E,F,I,J,K,L A,B,G,H 2 212 2 212 2 212 : 1 X 1 11 111 1 1 111 111 2 2 212 111 2 2 212 111 C,D,E,F,I,J,K,L 222 2 1 2 21 2 111 2 212 2 212 2 212 2 111 2 212 2 212 0 c") o N 38 3/8" N O 1 1 1 1 1 111 1 1 1 1 1 211 111 111 1 1 1 211 111 111 2 1 1 212 212 211 2 1 1 212 212 211 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 112 111 212 212 212 2 2 2 212 212 212 2 2 2 212 212 212 2 2 2 212 212 212 0 z c ,, O 0 0 O N 44', 1 1 1 212 212 111 1 1 1 212 212 1 1 O N N -7 0 z O 1 1 1 1 1 212 212 111 .112 212 1 1 1 1 1 212 212 111 212 212 2 2 2 2 2 1 1 1 1 1 2 2 2 2 211 212 212 2 2 1 2 2 212 212 212 312 212 2 2 1 2 2 212 212 212 312 212 2 2 2 2 2 2 2 2 2 312 212 2 2 2 2 2 212 212 2 2, 3. 2 2 2 2 2 2 2 2 312 212 212 313 212 2 2 2 2 2 312 212 212 312 212 2 2 2 2 2 312 212 212 313 313 2 2 2 2 2 2 212 212 212 312 212 212 2 2 2 2 2 2 312 212 212 313 213 212 2 2 2 2 2 2 312 212 212 312 212 212 2 2 312 212 3 2 313 313 2 2 312 212 2 1 2 1 3 2 1 211 1 1 1 2 3 3 3 3 3 2 4 3 3 3 3 212 2 212 31 41 31 2 2 2 2 2 1 312 3 2 413 514 4 3 2 413 2 2 2 313 3 3 2 3 3 , 76" WINDOW WIDTH: 191/8 GLA$S TYPE :. 24" 3 2 11 37" 40" 44 " 48" 53 1/8" c7 • N Z Z O 0 0 co 1 212 1 1 2 312 212 2P 312 312! 1 1 2 212 312 3 2122 413 313 312 1 1 1 1 1 1 212 312 312 212 312 312 212 2 2 1 2 2 1 2 1 1 212 2 2 2 212 4 3 313 2 2 2 312 2 414 N 0 O 1 212 1 1 212 2 212 312 212 2 212 413 313 2 2 2 212 2 2 212 2 2 212 3 3 2 2 2 2 2 2 312 - 11 - 2 - 212 2 3 3 2 313 1 0 0 0 N 0 N O N O ch 0 r 0 r O 1 1 1 1 211 3 2 2 2 211 1 1 1 1 212 2 3 2 313 1 1 312 212 413 3 2 2 312 514 413 2 2 2 212 413 313 2 3 2 4 2 2 413 3 3 3 3 514 312 2 2 1 2 414 1 2 1 212 2 2 2 312 2 313 2 312 2 413 2 312 2 413 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 25 1/2" O.C. JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL 2 2 2 2 2 2 2 2 2 GLASS TYPES: A. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) B. 5/16" LAMI - (1 /8 "ANNEALED,.090,1 /8" HEAT STRENGTHENED) C. 5116" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) H. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) I. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (10 HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEAI.ED,.090, 3/16" ANNEALED) K. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) Revsd By Revsd By: Revsd By F.K. Drawn By: F.K. Date: Date: Date: Date: 1/24/06 7/29/05 Revisions: Revisions: Revisions A Checked By: J.J. NO CHANGE THIS SHEET Date: 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: ANCHORAGE SPACING, STANDARD VIEW Title: ALUM. SINGLE HUNG WINDOW, IMPACT Serles/ModeL SH700 Scale: NTS Street: 9 of 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3- #12 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE - FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD 2 JAMB ABOVE MTG. RAIL 2 i 3 Drawing No. 4040 -20 JAMB BELOW MTG. RAIL Py t Approved as re plyin with 0.11* Florida BaitlSag C+ DaTe NOM Mead Dade Plis5d Robert L. Clark, P.E. PE #;9712 Structural ANCHORAC f;ORSCLI T QMVIEW AND RADIUS TOP WINDOWS TABLE 8. • WINDOW HEIGHT 8 31 44' 50 5/8" 60 ", 63" 72 ", 74 ", 76" y s• aoc Zs � - s a0oMJ r I. IONOO M IQooMJ Z I 1 QOOMI Z `6 ION00 M a 00M Z `6 000M Z `6 ONOO QOOM Z `6 a00M� Z`I• ONOOI C aooMl I 000MI z'1 ON00 'I 0 aooMI z I. I QOOMI z I. I ON0O I WINDOW WIDTIli • GLASS •• •• TYPE : • 191/8' • Lf,•L, F'3'K 1 ~ • • •1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 2 1 2 1 2 1 3 1 3 1 2 1 24" . ate ••1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • ••• 2 1 2 1 1 1 2 1 2 1 1 2 2 1 2 1 1 2 2 2 2 2 1 3.2 2 2 2 1 4 2 3,2 3 1 32" •• D, E,'F � J, • K,'L' ' j' 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 111ME1111132 1 2 2 2 2 2 1 2 2 2 2 En 2 4 amp 2 5 2 4 2 3 2 37" D, E, F, J, K, L 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 1 1 2 1 1 2 1 1 2 212 1 2 • 1 2 2 2 2 2 1 2 3 1 2 212 21 2 41 2 3 2 312 512 412 41 2 40" D, E, F, J, K, L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 1 2 2 2 1 2 1 2 212 212 212 312 2 2 2 4 2 3 2 312 6 2 4 2 4 2 44" D, E, F, J K L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 113 112 112 213 212 112 213 212 212 3[3 2 2 212 413 412 312 613 512 412 F L' 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 3 1 3 1 2 2 3 2 3 1 2 2 3 2 3 2 2 3 3 2 3 2 2 5 3 4 3 3 : 2 6 3 5 1 3 4 , 2 4,2 D, E,J,K 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 2 2 412 2 2 112 113 112 112 213 112 212 213 212 21 213 212 312 413 312 412 512 3 531/8" F,L 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 1 3 1 3 1 2 2 3 213 212 213 213 212 313 213 212 513 413 312 713 513 512 D, E, J, K 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 2 2 1 1 3 1 1 3 1 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 2 3 3 2 3 2 , 2 4 i 3 4 1 3 3 2 6 3 4 2 4 2 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 17 1/2" FROM TOP CORNERS AND 25 1/2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: 3/16" ANNEALED) 3/16" HEAT STRENGTHENED) 3/16" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, E. 7/16" LAMI - (3/16" ANNEALED,.090, F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, J. 13/16" LAMI IG - 1/8" HEAT K. 13/16" LAMI IG - 1/8" HEAT L. 13/16" LAMI IG - 1/8" HEAT Revsd ey Revsd By: Revsd By: F.K. Drawn By F.K. Date: Date: Date: 1/24/06 Date: 7/29/05 Revtslons: Revisions: Revisions: A Checked By J.J. NO CHANGE THIS SHEET Dote: 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: ANCHORAGE SPACING, CUSTOM VIEW Tide ALUM. SINGLE HUNG WINDOW, IMPACT Series/Model: 81-1700 Scale: NTS Sheet: 10 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2-1/4" ELCO SS4 CRETE -FLEX 3- #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL Drawing No. 4040 -20 JAMB BELOW MTG. RAIL Rev 2 2 3 Approved as complying wi tardy �fi Cr.st i�rmts + ' * Robert L. Clark, P.E. PE #39712 Structural • • •• •• ••. • • • • • • OPTIONAL! WOOD BUCI= (SEE NOTI=_3) •: (C NCRE.1'F.) .•• • • • • • •• • • • • • •a•.• • • • . a• • • • ••• ••• 2 •..t :• . •p 1/4" MAX. SHIM • •••• •. ••• • • • • • • ••• •• •• • • • • • :CONCRETE ANCHOR ••• • • • • • • • • ••• • • • • • • • • ••• • • • • (SEE NOTE 1) DETAIL C DETAIL A DETAIL B TYPICAL HEAD ANCHORAGE <=1 EXTERIOR INTERIOR E> (BOTH HEAD DETAILS) V • • o' v • . v v• . o •v ••. • • 1 1/4" MIN. 1/4" J MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1) (CONCRETE OR CONCRETE BLOCK) • .a 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM (WOOD) 1 1/2" 1 1 /2" MIN. 1/4" J MAX. SHIM MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL D WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) (WOOD) 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 2 1/2". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" TAPCONS 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 ". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. Approved as eoteaplylpg with MIA Florida 11 �e l�$tS Mind Mtge Peodatel fay Revsd By: Revsd By Revsd By: F.K. Date: Date: Dale: 1/24/06 Revisions: Revisions: Revisions: A Drawn By Date: Checked By. Date: F.K. 9/1/05 J.J. 10 / 10 / 0 5 ADD NOTE 6 RE FLAT HEAD ANCHORS. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O, BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Dsecriptkm: ANCHORAGE DETAILS Title: ALUM. SINGLE HUNG WINDOW, IMPACT Setlee/ModeI SH700 Scale: Half Sheet: 11 or 11 Drawing No. 4040 -20 Rev: A Robert L. Clark, P.E. PE #39712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION (S- 6 A4' • •• • • • • • ••• • • • ••• •. •• • • • •. •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • ••• •• •• •• • •• • • •.• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • ••• • • MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING j4Q,NiVS'l' IrEIGIR STREET, SUITE 1603 • • • • • • MIA1Vtl, FLORIDA 33130 -1563 • • • • • ;f0L375 -o1 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 HR -710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., 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: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB1VII'1"1'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FI3C) E -1 Jaime D. Gascon, Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Raved By: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. 1. GLAZING OPTIONS'(SEL D'Eil'AItS'O; S4 E+h) A. 5/16" LAMt CONSIS - 0G OF.(2) L1ZES OF.1 /Fr NNEALED GLASS WITH B. 516" LAMI CONSISTING Oi t1) Cl OF :14" ANNEALED GLASS AND (1) MAXIMUM PV1311LTMAYEA! • C. 5/16" LAMI CONSI@TINIIIO.(,2)l +TE §OF; #&' HEAT STRENGTHENED G D. 7/16" LAMI CON §1,�1'TINCQOF.(2)2S{Ei.QF (1'6" ANNEALED GLASS WITH E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1 MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTE H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16 I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM P J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16 OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAC L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND G 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN T 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT 0 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. 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 R HURRICANE ZONE (HVHZ). Date: Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 Revisions: Revisions: 8 Revisions: A Checked By: J.J. .. .. • • • • • • • ...... • •• • CHANGE TO ASTM E 1300 -02 ADD A/R SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Date: 3/23/06 . . ... . . . ... GENERAL NOTiS.'lMIDACT. I1QI�tSZ©NTAL ROLLER WINDOW .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. CITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. TRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. TACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE PSAFE MAXIMUM PVB INTERLAYER. AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS 0 -02. 1300-02. PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. HE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY SGT Visibly Better Description: GENERAL NOTES Tine: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Model: HR710 Scale. NTS Sheet: 1 "t 11 Drawing No 4127 -10 Rev: 8 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Na 2 , 176. BMW Dade Robert L. Clark, P.E. PE 1#39712 Structural A .090 DUPONT BUT LITE OF 1/8" HEAT S LASS WITH AN .090 AN .090.DUPONT BU LITE 0 3/16" HEAT LASS WITH AN .090 " OR 3/8" AIR SPACE LA YER. " OR 3/8" AIR SPACE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. OR 3/8" AIR SPACE i B INTERLAYER. OR 1/4" AIR SPACE 'OR1 - AIRSPACE ITE OR SAFLEX/KEE OR 1/4" AIR SPACE WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. TABLES ASTM E 130 SS TABLES ASTM E E DESIGN OF THIS GASRE T . EQUIREMENTS OF T 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOK(dAIS, FL 34274 • • ••• • • • ••• •• •• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • ••• • • • • Jt_ • • • •• • • • • • • • ••• ••• •• •• 1• - • • •• • • •• : /2 " NOII1. GL'4SS BITE 5/16" LAMINATED GLASS 66,67,68,69,70,71 13/16" LAMI IG GLASS W/ 5/16" LAMI 60,61,6 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 1/2" NOM. GLASS BITE 63,64,65 — - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER — i — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 72,73,74,75,76,77 lJ 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 1/2" NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 7/16" LAMI <=1 EXTERIOR INTERIOR (ALL SECTIONS) Approved as complying with the Florida Date r Mbdul Dade "' ',"...... f/e Revsd By: Revsd By: F.K. Revsd By: F.K. Drawn By F.K. Date: Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 Revisions: Revisions: 8 Revisions: A Checked By: J.J. NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI IG DETAILS Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: GLAZING DETAILS nee: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Model' HR710 Scale: Full Sheet: 2 of 11 Drawing No 4127 -10 Rev: B Robert L. Clark, P.E. PE #39712 Structural (DS AND XO) DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C, I +75.0 -75.00 +75.0 -75.001 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 _ 72" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 - +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D, E, F, J, K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) ()COX 1/3,1/3,1/3) DESIGN PRESSURES WINDOW WIDTH , TABLE 2. WINDOW WIDTH GLASS TYPE •� 36" WINDOW HEIGHT 48" 26" I 36" I 38 3/8" 63" I 48" I 50 5/8" I 54" '.-@0 b : I 60" 63" TO 86 7/16" A, B, C, G, H, I +60.0 -60.0 +60.0 +60.0 -60.0 TO 86 7/16" I D, E, F, J, K, L I +60.0 -60.0 +75.0 -75.0 (XOX 1 /4,112,1 /4)13 iON:PHIE.S I31ES TABLE 1. WINDOW WIDTH GLASS : TIE "' ' :: : "' WINDOW HEIGHT 26" •� 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B, • +6p'.o '.-@0 b : r60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A, P', H" +Gff 0 D- -60.17 1-60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 106 3/8" A,B,G,jj . ; 6p.0., -Q,Q.p s 60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5. +52.1 -52.1 108" A,B,G,11 : ':60:0:.' -60.0 't60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 111" A,B,d,1 -1 . ' +6t) .0 • - Cd.b'' +60.0 -60.0 _ +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D, E, F,J, K,L • +75.0 -75.0 Revsd By: Date: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Date' 10/17/06 Date: 5/13/06 Date: 2/28/06 Revisions: Revisions: B Revisions: A Checked By J.J. REVISE DP TABLES TO ASTM E 1300 -02 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKC)MIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better prro pp Ir . DESIGN PRESSURES rme: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SedesIModel: HR710 Scale NTS Sheet: 3 or 11 Drawing No. 4127 -10 Rev. B 11 : 2 1:: : : 61 :1 1 :_ 41 1 : 10910,1111dgidmi t Robert L. Clark, F.E. PE #39712 Structural 25 1/8" • • ... • • • .•• .. •. • • • • •• •• • r MAX. DLO -+-•:- :: 415 3 /4 :MP (. DLO FIXED • • • • • • • VENT • • ••• • • • • ••• • •• • • • • 57 3/8" MAX. DLO ALL FIXED LITES • . • .. .. • .. • • • • • .• • •• • • • • • • • • • • • • ••• • • • • • • • •. ••• •• • • • • • • . . • • . ...•• • • • • • • •. 33 9/16" MAX. DLO FIXED 111" MAX. WIDTH 74" MAX. WIDTH DETAIL A - OX OR XO 33 9/16" MAX. DLO VENT A C ICU C .131,11 t1=A.11 A 56" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 251/8" 251/8" H'— MAX. DLO --"- —�- MAX. DLO J I VENT FIXED 86 7/16" MAX. WIDTH DETAIL B - XOX (1/4 -1/2 -114) DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. A s roveJ as 507:161 ekt NOAf Revsd By: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Date: Dafe: 10/1 Date: 5/13/06 Date: 2/28/06 Revisions: Revisions: B Revisions: A Checked 8y. J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: ELEVATIONS Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Serfes/Modet HR710 Scale' NTS Sheet 4 er 11 Drawing No 4127 -10 Rev, 8 Robert L. Clark, P E. PE #397':2 Structural MAX. HEIGHT MAX. FIXED DLO MAX. VENT DLO EXTERIOR • .. .. • 0 • • • • • •• • .. .. • • • • • • • • • • • • • ... ... ... ... • • • • • . ... • .. • • • • • • • • ... • • • • • • • • • • • • .. • • • • • • • • • •• • • • • • • • D • • • . SECTION C -C (VERTICAL SECTION) INTERIOR SECTION A -A (HORIZONTAL SECTION - OX) I--- MAX. FIXED DLO — -1 MAX. WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) VIEW D -D (FRAME CORNER CONSTRUCTION) SEALANT OR GASKET AT HEAD AND SILL INTERIOR EXTERIOR OPTIONAL Appro vett i as ua cesulkin o 8 N om geffinr.OVIIK fr e: Revsd 8y :: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Date: Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 Revisions: Revisions: 6 Revisions: A Checked By. J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desaipt(on: SECTIONS Tide: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Model: HR710 Scale Half Sheet: 5 a 11 Drawing No. 4127 -10 Rev: B / . Clark, P.E. PE #39712 Structural ITEM 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 50 51 52 53 54 55 56 59 60 61 62 63 65 66 67 DWG# 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225 -1 226 4128 4006 1235 1096 1016 4126 1683 7070 1224 1225 4039 4044 4222 985 4067 GLASS, tt tt It tt REV A A G D B B A ; • D SASH STOP (STD.) (ANTI LIFT CLIP) #8X3 /4,PH. PAN I -WAD • ••• SA H S FOP CQVIsR�S�A I STO FEAN4•FRA€ S1 L • • • SILL ADAPTOR ROI7rRVIACK :•• :•• ••• . - • • • WEEP MOLE CaV . ADHESIVE OPEN CELL FOAM PAD FLAN CF. FRAME JAMB GASKET FORMAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETINGRAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETINGRAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL SMS SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X-.275 LIFT RAIL COVER CAP VINYL GLAZING BEAD BULB (THIN) GLAZING BEAD - 5/ 16" GLAZING BEAD - 5/16" W /GRILL KIT GLAZING BEAD - 7/16" GLAZING BEAD - 7/16" W /GRILL KIT GLAZING BEAD - 13/16" MAT' L 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 6063HD -T6 AL 6063 -T5 AL BRASS POLYPROP. 606311S -T6 AL DIE -CAST 6063 -T5 AL GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL PGT# 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 64066G 612240 61683G 42112HD 7BRWHL2 44128N 64006 67S 16G 71096 7858 64126 61683G 67070K 74078"C" L OR R 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LA MI (3/16" HS, .090 PVB, 3/16" HS) 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 P'/B, 1 /8 "A) 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) Revsd By: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Date: Date: 10/17/06 Dale: 5/13/06 bate: 2/28/06 Revision. Revisions: B Revlsions: A Checked By: J.J. NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ITEM 68 69 70 71 72 73 74 75 76 77 90 SCREEN FRAME (HOR & VER) SCREEN CORNER KEY W /RINGS SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING SCREEN SPLINE- .135 DIA. FOAM SCREEN SPLINE- .135 DIA. HARD SCREEN 3105 -H14 AL POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH 91 92 93 94 95 96 DWG# GLASS, ,t If tt ft 1014 1630 1631 1073 1624 1635 REVI DESCRIPTION 1 MAT'L l PGT# 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8 "A) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 13/16" LAMI 1G- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8" HS, .090 PVB, 1 /8 "1-1S) 13/16" LAMI !G-1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) De PARTS LIST Yule. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT senesModet. HR710 scale: NTS Shoe 01 1 Drawing No. 4127 -10 Rev: B Robert L. Clark, P.E. PE #39712 Structural Revsd By: F.K. Revsd By: F.K. Drawn By F.K. Revsd By: Date: Date 10/17/06 Date: 5/13/06 Date: 2/28/06 FLANGE FRAME HEAD #4102A, 6063 -T6 — �11�.062 .490 1i SASH STOP #4025, 6063-T5 Revisions: Revisions: 8 Revisions: A Checked By: J.J. ... • • • • • • • • • • • .. • • • • • • • • • • • • • ... • • • • • • • • • • ...... • • .06 • • ▪ • • ▪ • --et- • • • • • • • • ... • • .. • • • • • •s• .. 2.71 .062 .678 1.096 I IT GLAZING BEAD, 5/16 " #4044B, 6063 -T5 (USED W/ GRILL KIT) .. • • • • • ... 1 1 1.1,t 83 - 1 1 .349 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 • 2.279 .062 NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 3/23/06 1.096 1-- 2.710 FLANGE FRAME SILL #4136, 6063-T6 HORIZ. ROLLER TRACK #4131, 6063 -T6 1.1 � r -- 1.081 (--*— SASH MTG. RAIL #4006D, 6063HS -T6 � � " {T GLAZING BEAD 7/16" #4222A, 6063 -T5 P O. BOX 1529 NOKOMIS, FL 34274 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 SASH SIDE RAIL #4126, 6063 -T5 050 —_ .678 GLAZING BEAD, 7/16" 1.115 Visibly Better .062 #985C, 6063 -T5 (USED W/ GRILL KIT) L 1.403 ►1 3.090 FRAME SILL ADAPTER #4137, 6063 -T6 FIXED MEETING RAIL #4054B, 6063HD -T6 Description: Sedes/Model: HR710 Scale Half x.050 .678 1.096 1 - 11 GLAZING BEAD, 5/16" #4039B, 6063-T5 .683 Sheet. 7 a/ 11 .050 .097 GLAZING BEAD, 13/16" #4067, 6063 -T5 po EXTRUSIONS Title: nne: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Drawing No 4127 -10 1+-1.513—ol .040 .738 SASH STOP COVER #4053, 6063 -T5 1-' 2.784 n n r 1.363 .062 -.4 FLANGE FRAME JAMB #4002A, 6063 -T6 Rev: B Approval sx , pg with dN I T� Nam: • ,• -~ Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES;?t C ('IZ►4- '�P2�1 4) a 1�1f bWS TABLE 4 NOTES: 1. ANCHOR TYPES: Q 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1 /8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1I8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 0 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 2 GLASS TYPE ANCHOR TYPE> & SUBSTRATE • • • •• • ; .; A DAC:H,I • •. D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONE . •ZONi • ..ZONES ZONES . ZONES ZONES WINDOW SIZE W v H • • • . HEAD &%8 . ••' '' I sanvr - - - • • •• • HEiD »i . •• ssvudr - ' • • �1ED & SILL IJAMBS1 HEAD & SILL ( JAMBS] HEAD & SILL JAMBS HEAD & SILL JAMBS 1 53.125 x 38.375 48.000 50.625 54.000 E 100 63.000 1 +C2 +1 +C 1 : +C 2 +1 +: 1 43 +1.91 / • i :1+0 a1 ct 1:Nd 1 .C2 +1 +( 1 1 +"C2 +1 +C 1 --. 2+1+C2+1 IN )IM 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 IN IM (7 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 I MI� 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 NI`')I`n 1 +C2 +1 +C 1 1+C2+1+02+ 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C 1 1 +C2 +1 +C 1 1 +C2 +1 +C 1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C 1 1 +C2 +1 +C 1 1 +C2 +1 +C 1 1+C2+1+C2+1 1+C2+1+C2+1 1 +C2 +2 +C2 +1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1+C2+1+C2+1 1+C2+1+C2+1 c) 1+C2+1+C2+1 C) 1 +C2 +1 +C2+1 c) 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 M 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1 +C:2 +1 +C:2 +1 1 +C2 +2 +C2 +1 1 +C2 +1 +C:2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C3 +2 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +2 +C3 +1 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C:2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 0 I1 +C3+4 +C3 +1 f 3 1+C2+2+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 .--•--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS'TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C:2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C:3 +1 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C:2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C:2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +C3 +2 +C3 +1 3 1 I 25 3/4" max. -1-1 1--.--3" MIN. Approved aei toondYing wit�� 'Z : Fiji. 1.ie.%="� t x � 113>}r A" r 1+C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C:3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 9" REF. � _ i 1 1 1 t 111 t X _ / 1+C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +C3 +1 3 1 +C3 +2 +C:3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 X O - 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 1 +C2 +3 +C2 +1 2 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 2 3 1 +C2 +3 +C2 +1 1 +C3 +3 +C +1 2 3 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 2 3 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 2 3 1 +C2 +3 +C2 +1 1 +C3 +4 +C3 +1 2 3 _-. MTG. RAIL, TYP. EXAMPLE f - 6 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C:3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1+C3+3+C3+1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C:4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3 +3 +C:3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C:4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C:4 +1 3 1 +C4 +3 +C:4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 - 25 3/4" MAX. 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +3+C2 +1 2 1 +C2 +2 +C2 +1 2 1+C2+3+C2+1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+C2 +1 2 1 +C2 +4 +C2 +1 2 1 1 /2 "TYP. I-+-3" MIN. 1+C2+3+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C:3 +4 +C3 +1 3 1 / f Z21, M obert L. Clark, P.E. PE #39712 Structural 9" REF. X 1 1 1 1111 O 1 X 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1+C3+3+C3+1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 -----,._.. / 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C:4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. 0 1 +C3 +3 +C3 +1 3 1+C2+2+C2+1 3 1 +C4 +3 +C:4 +1 3 1 +C4 +3 +C4 +1 3 1 +C3 +3 +C3+1 3 1+C5+4+C5+1 3 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Revsd 8y: Date: Revisions: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 N OKOMIS, FL 34274 Description: ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) Revsd By: F.K Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS rd.: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd ay: F.K. Date: 5/13/06 RevisRevisions: ns: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better y Series/Modei: HR710 Scale: NTS Sheer 8 a 11 Drawing No. 4127 -10 Rev: B Drawn By: F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 4&000x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2+1+C* 1 +C2 +1 +C2 +' 1 +Me1 +C2 +1 1 +C2 +1 ±C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2P1 + +C2+1 1 +C2 +1 +C2 +1 1 +C2 +t +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 8 1 +C2 +1 +C2 +1 8 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +CZ +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1+C2+1+C2+1 1+C2+1+C2+1 e 1 +C3 +1 +C3 +1� 1+C3+1+ C3+1 B 1 +C2 +1 +C2 +1 e 1 +C3 +1 +C3 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 © 1 +C2 +1 +C2 +1 © 1 +C3 +1 +C3 +1 © 1 +C3 +1 +C3 +1 © 1 +C3 +1 +C3 +1 ©1 +c4 +1 +c4 +1 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 ® 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1* C2 t 3 1 +CH +1 • 1 +02.F1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 • 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 ±1 © 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C341 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 ANCHOR QUANTITIES M (1 j3- 1,j8.1/I) Ilj(tNDOWS GLASS TYPE • • • A,S•C,K ANCHOR TYPE & SUBSTRATE ZONES WINDOW SIZE W v H 2, 3, WOOD • • • 2, €ONO • • 11" CONC • HEAD & SILL • ZONES • •• • • • HEAP% SILL. • • • ••• • ZONES • ••• H:AQ & SILL •• • • C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC ZONES HEAD & SILL ZONES TABLE 5 1, CONC ZONES m HEAD & SILL g HEAD & SILL NOTES: 1. ANCHOR TYPES: 1 -1 /4" ELCO TAPCONS 2 -1 /4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8 "'OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: Q X O A I1 +C3 +1 +C3 +1 1 3 I ANCHOR QUANTITY PER JAMB 9" REF. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) I 25 3/4" MAX. -0-11-0-3" MIN. 1 181 1 181 / 0 25 3/4" MAX. I-• -1 1/2" TYP. MIN. X 0 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) Approved as complying withal: Flolidls Date 2 24 NORM ��iL! +►mss', to Revsd By: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Dale: Dale: 10/17/06 Dare: 5/13/06 Date: 2/28/06 Revisions: Revisions: B Revisions: A Checked By: J.J. REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Descdptton: ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) rare: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Moder HR710 Scale. NTS sheer 9 oi 11 Orawing No. 4127 -10 Rev. 8 l� Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XO & OX.WNOOWS TABLE 4 GLASS TYPE> ANCHOR TYPE> & SUBSTRATE WINDOW SIZE W V H • • r,$;n,H 2,3, WOOD 2, CONC 1, CONC C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC ZONES o W = 0 5 m 1, CONC ZONES o w co = 0,5 m co ZQNES • Q J • Intl Ico m Q 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 ZONES c: : m • N •• .g _ o6 ,1•PC2 +1 1+:C2+ 1 1 +C2+1 -7 • 1 +C2 +;I 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 •z • ••• • • 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 , ZONES • • • • • • 2 06 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 1 +C3 +1 1 +C3 +1 • • _ •3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 3 3 1 +C3 +1 3 2 3 3 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2 +03 +2 2+04+2 2 +C4 +2 2+C2+ 2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 ZONES < --� m IA _ Q6 o�S 1 +02 +1 1 +C2 +1 1+C2+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1+C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 1 +C3 +1 2 +02 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 1 +C2 +1 1 +02 +1 3 1 +03 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 3 2 3 3 1 +03 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 2 3 3 3 3 2 +C3 +2 2 +C2 +2 3 2 3 3 3 3 4 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1+02+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +02 +2 2 +02 +2 2 +C2 +2 2 +C3 +2 2 +03+2 2 +C3 +2 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +03 +2 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +03 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 2 +C3 +2 2 +C4 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 3 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 +C4 +2 2 +C2 +2 3 2 3 3 3 3 2 +C4 +2 2 +C2 +2 3 2 3 3 3 3 3 Revsd By: Date: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 Revisions: Revisions: B Revisions: A Checked By REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PcT Visibly Better NOTES: 1. ANCHOR TYPES: 1 - 114" ELCO TAPCONS 2 -1 /4" ELCO SS4 CRETE - FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/T HS) D. 7/16" LAMI - (3/16" A,.090, -3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAM! - J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. 0.C. TABLE KEY: 0 L 18 3/4" MAX. MIN. 9" REF. 12 +C3 +21 3 1 Seaes/Medet. HR710 X Scale: NTS - ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4" MAX. � 1 1/2" TYP. I --3n MIN. X MTG. RAIL- 0 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Description. ANCHORAGE SPACING, OX AND XO WINDOWS Tine: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sheet: 10 et 11 Drawing No 4127 -10 Rev B - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 118" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) Am proved 4 coatoying with the Melia ,. Date Ea NOM fleftertrine91-: obert L. Clark, P.E. PE #39712 Structural 3KSI CONC. Revsd By: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. 3KSI CONC. 1 x WOOD BUCK (SEE NOTE 3) Date: Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 • •• • • • ••• •. • .• • • • .. • • • � Q . NEI3ET ANCHOR • ••• (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) • •• • ••• •• • • • • • • • • • • •• • • • • • • • • • • • • 2x WOOD BUCK °••• ° • • • (SEE NOTE 3) Revisions: Revisions: 8 Revisions: A Checked By: J.J. DETAIL A DETAIL C Date 3/23/06 • • • : •••1 3jtMIN. •,•'• °• • • • •_•• n • 1/4" MAX. SHIM TYPICAL HEAD SECTION CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM $MAX. a : • 1 3/8 MIN. <=I EXTERIOR INTERIOR (HEAD & SILL DETAILS) 2x WOOD BUCK (SEE NOTE 3) • p a TYPICAL SILL SECTIONS ° REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. DETAIL B 1 3/8 MIN. 1/4" SHIM $MAX. (C 1 3/8 MIN. WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) • 1/4" MAX. SHIM WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8 -10) I 13 Gir Visibly Better NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY 0 APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) 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 1/2" 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 6063 -T5. AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX. SHIM —H 1 3/8" MIN. 11111 Ii1.iidgr. DETAIL E 1/4" MAX. SHIM—..-1 f-■- -• Series/Model: HR710 Yl'}'ati 11 Scale Half DETAIL F TYPICAL JAMB SECTIONS Sheet 11 at 11 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 1/4" MIN. • (1.5KSI CMU) OR . ' 1 3/8" MIN. • a (3KSI CONCRETE) 1x WOOD BUCK • (SEE NOTE 3) Description: ANCHORAGE DETAILS Tate: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Drawing No. 4127 -10 Rev: Z lved g with tlt i ia- Ir Robert L. Clark, P.E. PE #39712 Structural 4 ° , : 4 DETAIL D 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 eQ WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) • • ••• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • .•. • • •• •• • • • • • • •• • • • • • • • ••• ••• • • ••• • • • • • • • • • • • • • • • BUILDING CO E O lI CE OFFIce DICCO) • PRODUCT C , : DIVISION • • • • • MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com . •••• .• . • • NOTICE OF ACCEPTANCE (NOA) Jeld_- Wen 3250 Lakeport Blvd. Klamath Falls, OR 97601 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 "6 -8" Outswing" Glazed Steel Door — L.M.1. APPROVAL DOCUMENT: Drawing No. JW0509- 03 -01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision `B" 04/08/06, signed and sealed by James J. Dobrowski, P. E., 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: 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 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 consists of this page 1 and evidences page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval. Date: May 25, 2006 Page 1 • :Feld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "JW0509- 03 -01", titled "Impact Glazed Steel Door Outswing 6'4" Lip Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09/06/05 with revision "B" on 04/08/06, signed and sealed by James J. Dobrowski , 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 Resistant 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, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1_ Anchor Calculations and structural; analysis, prepared by Jeld - Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04/08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No..199006660 -001, dated 04/08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI 61782.01 106 - 31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03 - 0428.02 issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" dated 07/28/05, expiring on 07/28/10. E -1 Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Jeld -Wen, Inc. F. STATEMENTS • ..• • • • • • .. • • • •• • • • • • • • • • • • • • • • • • .. • • • • • • • • • • ... • • • • •• • . . • ••• •• •• • • • • • • • • •• • • • • • • • • • • • • • • .. • • • • ••• •• • ••• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. • • • • . •.• .. • • • • • • 1. Statement Letter ¶ f Corfforfnante aridfetter of "No financial interest" issued Jeld -Wen, dated 11/02/05, signed and sealed by Steve Saffell. 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (PBC). E -2 Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 MISCELLANEOUS DETAILS 6 UNIT COMPONENTS TABLE i DESIGN PRESSURE RATING 'llt APPROVED FOR USE WHERE PROTECTION FOR WATER INFILTRATION IS REQUIRED POSITIVE +60.0 PSF NEGATIVE -60.0 PSF • • • •• • • • • • • .. .•• • • •• •• • JE LPWENc tie& WOOD EDGE IAIPAaT GL AttED:1JSt L45 D STEEL DOOR 6 -8 OUTSVViNG iIN &L'OIt VUBZ.EDtOR UNIT UTILIZIN&& MPONEW1S PROM ObL INC. AND ENDURA PRODUCTS INC. �_ ••• G�11�Eh7AL• NOTES" " 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE INCLUDING 71 1IZ". 2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame cond DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021' min) thickness. Galvanized steel A -525 commercial quality AKDQ per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.25 Ibs density, by Jeld -Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021" min) galvanized steel. The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two -piece ODL Aluminum lite frame. Units are glazed with tempered and laminated impact 1" 1G. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063 -T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4 -9/16" x 1 -1/4 ". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 " crown x 2" long staples on each side. The units use an inswing adjustable threshold. Glazing: ODL insulated lite is 1" overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. 37 1/2 MAX. FRAME WIDTH 35 3/4° MAX. PANEL WIDTH CO 21 1/8 MAX D.L.O. SINGLE OUTSWING UNIT 36 1/2" MAX. PANEL WIDTH W /ASTRAGAL 74" MAX. OVERALL FRAME WIDTH i t � 21 1/8" MAX. D.L.O. INACTIVE 0 0 21 1/8 MAX. D.L.O. ACTIVE 1 1 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE DOUBLE OUTSWING UNIT i REF ASTRAGAL BOLT ITEM # 12 Approved!r Florida Date NOAM y� Miami Dade 00.64' _, 8 -- ©a ow ti Q --� 14.1 LL Vrco N CO 0 z O U a- D o cc 0 c0 0 a0 0 0 m SHEET 1 OF 6 co z 0 w ct Li Q 0 O z DATE: 9 -06 -05 SCALE: NTS DWG. BY: JPR CHK. BY: DRAWING NO.: JW0509 -03 -01 A.- ...moot F. ip It a; - r#4,Kami t au pr ir l opr . IIIANIMWAW 0 APIA NP' D • • • • • • • • • • • • . • • . • • • • . • • • • • • . • • • • • • • • • •• ••• • m 0 1111 1 i .- .. i JI&v 0 0 (411 mlimt all our. vf:z1meli 0 z iI) • • • . . • • • . Z w • o 0 • • • • • • . SEE' NOTE 1 & 2 SEE NOTE 1 & 2 FD ■ . Z 0 'n INTERIOR ICI 1 EXTERIOR 1 " - 1 1 AlippV CV VERTICAL CROSS-SECTION (ENDURA # FOB4566 SILL) NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) APProved 0501011/0111461110 Floridik Dec OS 1d0AM WWI 0 0 0 ce a w w O z 0 w z w O tO O 1 OD 0 O m SHEET 2 OF 6 V) 0 O I N >. 0 z 0 V) w W 0 0 z DATE: 9-06-05 SCALE: NTS DWG. 8Y: JPR CHK. 8Y: DRAWING NO.: JW0509 -03 -02 Item DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4 "x 4 9/16" FINGERJOINTED PINE) PINE 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEEL 4 #9 x 5/8" PHILLIPS FLATHEAD WOOD SCREW STEEL 5 #8 x 2 1/2" PHILLIPS - FLATHEAD WOOD SCREW STEEL 6 #10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 #8 x 3" PHILLIPS FLATHEAD W000 SCREW : STEEL 8 18X1" PHILLIPS PAN HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q -LON QDS -650) 11 OUTSWING BUMP THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Go. 7/16" CROWN x 2" LONG. STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL STEEL 19 2x WOOD BUCK WOOD 20 SHIMS FOR 1/4" MAX THICKNESS WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT IC ASSEMBLY NOA #03- 0428 -02 GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (WOOD X 12" LG) WOOD 26 TOP RAIL (FINGERJOINTED PINE) PINE 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSTYRENE (1.0 TO 1.251bs DENSITY BY JELD -WEN) FOAM 29 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A -525 COMMERCIAL QUALITY 0.021" MIN. THICK.) STEEL GALVANIZED 30 ODL LITE FRAME (ALUM 6063 T5) ALUMINUM 31 HINGE SIDE STILE (FINGER JOINTED LVL) PINE 32 LATCH SIDE STILE (FINGER JOINTED LVL) LVL 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL A.- ...moot F. ip It a; - r#4,Kami t au pr ir l opr . IIIANIMWAW 0 APIA NP' D • • • • • • • • • • • • . • • . • • • • . • • • • • • . • • • • • • • • • •• ••• • m 0 1111 1 i .- .. i JI&v 0 0 (411 mlimt all our. vf:z1meli 0 z iI) • • • . . • • • . Z w • o 0 • • • • • • . SEE' NOTE 1 & 2 SEE NOTE 1 & 2 FD ■ . Z 0 'n INTERIOR ICI 1 EXTERIOR 1 " - 1 1 AlippV CV VERTICAL CROSS-SECTION (ENDURA # FOB4566 SILL) NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) APProved 0501011/0111461110 Floridik Dec OS 1d0AM WWI 0 0 0 ce a w w O z 0 w z w O tO O 1 OD 0 O m SHEET 2 OF 6 V) 0 O I N >. 0 z 0 V) w W 0 0 z DATE: 9-06-05 SCALE: NTS DWG. 8Y: JPR CHK. 8Y: DRAWING NO.: JW0509 -03 -02 • • ••• • • • •-•-• •• •• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • •••• • • • •:EMB • • •• • SEE NOTE #1 2 HORIZONTAL CROSS SECTION 3 AT LATCH JAMB TO BUCK, TYP. SEE NOTE #2 1 HORIZONTAL CROSS SECTION 3 AT "ENDURA" ASTRAGAL m = J M r , Q 3 HORIZONTAL CROSS SECTION 0_ 3 AT HINGE JAMB TO BUCK, TYP. NOTES: 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE #5. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQURE #8 X 3" PHILLIPS FLATE HEAD WOOD SCREWS. 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) va ,�,C7 riot •• • rylia A� 20194 0 0 ce a. CHK. BY: N N co 0 0 M z' O6 M Z Z tc) 60 +— 7 Ua or- W W CO A N \D LD L Z 1 - U V) ti DATE: 9 -06 -05 SCALE: NTS DWG. BY: JPR DRAWING NO.: JW0509 -03 -03 SHEET 3 OF 6 w 0 N z 0 aq w w - m > z 0 w 0 SEE NOTE 7 U J g un w a) I•- w LL! LLI H V) rD r) SEE NOTE 1 • • ••• • • •• . - •. •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •••• .• • • ••• • • • • • • •• •• • • • •- • al . •.• • •. • • • • ••• •• •• • • • •. — I ND* • ••• •• • • • • • 6 TYP. TYP. • • • A61.— —16 372 TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR SILL SEE DETAIL A SHEET 5 NOTES: SINGLE DOOR ANCHORING LOCATIONS 1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS USING (3) 16 Co. 7/16" CROWN x 2" LONG STAPLES. SEE DETAIL B SHEET 5 C° SEE DETAIL E SHEET 5 DOUBLE DOOR ANCHORING LOCATIONS Approved as fie Dote NO'VI 11 Minna Dade Prod `fie- ph 0 0 0 cr a. DATE: 9 -06 -05 SCALE: N TS DWG. BY: JPR CNN. BY: z 0 W J W z W NO CO SHEET 4 OF 6 Q DRAWING NO.: J W0509 -03 -04 OD z 0 w 0 z DETAIL C STRIKE PLATES TO JAMB • •• •• . • ,l►• •• • ... 4.9/ZZ6 +•. • • • • • • • • • • • ••• • • • • ••• •• • • • • • • w1v • .. • • • • • • • • • • • • • • • ••• ••• • • ••,., • • • • . • • • • • . • • 1 1 /2 ' • • • • • $o • 1 DETAIL A HINGE MOUNTING DETAIL 0 0 DETAIL D STRIKE PLATES TO TYPICAL ASTRAGAL 1 O 00 f ASTRAGAL DETAIL Fastener Spacing Endura Astragal, 18 x 1" PPH WS DRILL 3/8 ". ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL B oo CO DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP 3/4" GLASS BITE GLAZING DETAIL INSULATED GLASS UNIT DETAIL E TYPICAL ASTRAGAL STRIKE PLATE 'hil (5 MEW i O EXTERIO R 1/2 x 1/4 ALUM SPACER 1/8" TEMPERED GLASS 1/2" AIR SPACE 0.090" PVB INTERLAYER BY SOLUTIA 1/8" ANNEALED Approved ■F N7.rids • Date I �' hi0'AM sue+. !P 17 Miami D�dt H+od B� � - 4 — ° 4 vzt o o c o ce Lo g; Z� LU 0 ° o CS 1 41 N CO 11. 1- 0 O a' a SHEET 5 OF 6 3 w 0 tn z 0 in J La z w 0 O i m 0 O m m v7 z 0 In w w 1— O z DATE: 9 -06 -05 SCALE: NTS DWG. BY: JPR CHK. BY: DRAWNG NO.: JW0509 -03 -05 $UTT HINGE 4 x 4 x 12 GA STEEL • • ••• • •• •• • •• • • ■• • •• • •• • • • • • • • • i ii • •••• • • • . • - • • • • • • • • • • • • • a • O• • •• • • • • • • • ••• • • • • • • • *e •• O ••• ••• ••• • Q •• • • .0•• • .• • • • • • • •• • • • • • ••• .089" (Min) • 1 •• •• •• � .: Li 4.563" I\ OUTSWING THRESHOLD (ENDURA) PART #F0B4566AA, 6063 -T6 ALUMINUM .021 .324" --� 1.688" h 1.646" n 1 .125" BOTTOM RAIL STEEL, 25GA MIN GALVANIZED 2.5" 0 4 CN ASTRAGAL BOLT HEAD STRIKE 1 r 19/32. N N N COMPRESSION WEATHERSTRIP 4.563" `n N WOOD JAMB FINGERJOINTED PINE 18" ASTRAGAL BOLT MATERIAL: C/R STEEL ROD ZINC & YELLOW CHROMATE -� 1.82" 1.25" ASTRAGAL f) BOLT & "4" LATCH cfl SUPPORT (\i BLOCK ENDURA ULTIMATE HURRICANE ASTRAGAL, 6063 —T6 ALUMINUM LOCK BLOCK (12" LG) WOOD 2.5" �I 0 0 ASTRAGAL SQL STRIKE PLATE it) 1.21" 1.688" I-•— STILES AND RAILS LATCH STILE & HINGE STILE (LVL) TOP RAIL (FINGERJOINTED PINE) 1 3/ "r— ODL LITE FRAME ALUMINUM 6063 T5 N Approval as Florida ; • Datc NoA `l1►�w + Mia aai lade Pred*d L. -/0 0 0 0 ce a W ce 0 v, z 0 W J w Z W t7 CO 0 W SHEET 6 OF 6 14 z 0 14 ce W J a ce W Z l7 1 cJ Q m w z 0 U 7 c w 0 O z DATE: 9 -06 -05 SCALE: N TS DWG. BY: JPR CHK. BY: DRAWING NO.: JW0509 -03 -06 FEFMV d # • -02..6`1 M',ami Shores Vi11=: 'ie APPROVED BY DATE ZONING DEPT BLDG DEPT �� / KAI SUBJECT TO COMPLIANT "WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS p 7 c:_LOA L NOV 2 7 2001 BY: v40400%044SIn00g,S