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WS-09-2056
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 o'K -i7A"1- Inspection Number: INSP- 146686 Permit Number: WS -12 -09 -2056 Scheduled Inspection Date: October 13, 2011 Inspector: Bruhn, Norman Owner: LEE, PATRICK Job Address: 1122 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SHORECREST CONSTRUCTION INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050170170 Building Department Comments INSTALLATION OF NEW 25 OPENINGS (WINDOWS & GLASS DOORS Passed 7 ,77(( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 131565. All ok except 2 sliders in kitchen. NB October 12, 2011 For Inspections please call: (305)762 -4949 Page 2 of 29 _Miami Shores Village Buildi.g Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) '95.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 IMOLTZ‘iri DEC 1 5 2009 BY: � Permit No. 02056 Master Permit No. 1Zd - 7 -08-- 1177 Permit Type: BUILDING RO FING Owner's Name (Fee Simple Titleholder) /,47/140- C - Phone # Owner's Address 14 6 ,o Ave 951'4 City f 1 4-m ( 4 Wad State Zip 33132 Tenant/Lessee Name Phone # Email rat: e $114imeCeasrec wos7'+wGT%a , Ls Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 30x3-3759 gyn.: * Zip 3315 8 County Miami -Dade Vf32o (7 °17o Is Building Historically Designated YES Contractor's Company Name % RI la Contractor's Address 1j�j City ii4t (m t '7. Qualifier Name *Cif State Certificate or Registration NoC(a C / 5b & f G z, et r 6 urS?ts 0417p.5 JNG,Phone # State h.- L Flood Zone 300E03-3735 'Contact Phone ‘44-Ate- E -mail Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 26-1000 Type of Work: ❑Addition DAlteration • Describe Work: .n.tD04,0 plow/. Zip 33138' Phone # 54.m a Certificate of Competency No. She Phone # Square / Linear Footage Of Work: ❑New ❑ Repair/Replace El Demolition 69 /MX awe— n ib * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Scanning $ is • 00 Double Fee $ Structural Review. $ * * * * *F ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 51c CCF $13' JO CO /CC -8'r Training/Education Fee $ 5.00 Technology Fee $ 20"00 Radon $ DPBR $ Bond $ Violation date: Total Fee Now Due $ ?k1S 00 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A , NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certi ed copy of the recorded notice of commencemen - ust be posted at the job site for the first inspection whi j s seven (7) ys after the building permit is issued. In the gbs'e ce of such poste notice, the inspection will not be ap ir`¢ v ; and a relnspe i urn fee will be charged.. Owner or Agent Contrac The fore oing ins e s was wledg before'me this 14 The fore oing instrument was ajckn . n �, pp �p CJ �I day of • _ -��1� �'� i � by \�--- �.lCJ�./ day of 20 by who is ersonally known to me or who has produced 0.0 who is rsonally known to me or who has produced__F 4) l' 11 identification and who did take an oath. 11- )1. 1)* s1idintification and who did take an oath. Sign: Print: My Commission Expires: APPROVED BY 4,?..s1§01,,b it%,c,o., ,1„ to, „v4.. \ „o• • ,,,s‘ tiff" 12 TAR _ PUBLIC: .\\rd Sign: .,,, Print: O ZICA.1'��' My Commission Expires: ��� ,�,� * 1.111 . C E �tsO�*7*$ Cf t** *7iAki%*%Z** SA: 7t: li$*tik*:** *k*k* 7TC� � �k 1 *at%**k 17 % lms. nl YO Zoning /041U Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked • • • 131 x 83 XXO SGD NOA +75/ -75 FBC FL 11991 •••• • NO -A +601-60 • •••• • 1 cq•.it8/ -53.{9 • • • • • • • • •• • • 120x84 XXO SGD NOA +75/ -75 FBC FL11991 117x84XXOSGD y, NOA 44f 5 775 5 FBC FL11991 101x84 XO SGD NOA +75/ -75 R FBC FL11991 101 x 84 XO SGD NOA +75/ -75 itscrwiT1514f1:5 FBC FL11991 101 x 84 XO SGD NOA +75/ -75 Req°•1778646.5 FBC FL11991 Clerestory (5) 60 x 12 Fixed NOA +80/-80 fib' —M8!4 08- 1112.10 126 x 79 Fixed 126 x 79 Fixed NOA +100/-100 NOA +100/-100 Rpp_+49+61-46..6 Rea-y47-8m6.5 07- 0924.02 07- 0924.02 r 50x 40 HR NOA +75/ -75 07- 0815.09 50 x 40 HR NOA +751-75 Rea -+4e m 07- 0815.09 102 x 83 XO SGD NOA +75/ -75 FBC FL11991 Door Not Replacing 60 x 79 Fixed 51 1/2x40 HR NOA +100/-100 NOA +75/ -75 Rerl' '1 flag -446 58'4 07- 0924.02 07- 0815.09 102 x 83 XO SGD NOA +75/ -75 Rag- •44.61.45.6 FBC FL 11991 PERMIT #•:ti JSC'-2(CQ DATE Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT / 10// 9 SUBJECT TO COMPLIANCE WITH All FEDERAL STATE AND COUNTY RULES AND REGULATIONS 103 x 83 X0 SGD NOA +75/ -75 FBC FL11991 103 x 59 HR NOA +60/-60 07 -0815.09 23 x 35 HR NOA +75/ -75 07 -0815.09 511/2x40HR NOA +75/ -75 2 07- 0815.09 39 x 40 HR Door Not Replacing NOA +75/ -75 07- 0815.09 Lee Residence 1122 NE 97th Street Miami Shores, FL • • • • • • • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40, 40 45 25 30 35 _ 0 -15 ft -50.4 -49.2 - 48.3 -47.8 -47.1 -46.8 y - 462", -45.9 -45.6 -53.1 +46.5 +452 +44.4 +43.7 +43.1 +427'x+423 ,,+41.9 +43.1 +41,5 +42.3 - 51.1 - 49.8 - 49.0 - 48.3 -47.7 -473 : -48.6 -46.5 -46.2, 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43+'31 +42.9 +42.51 +42.2 18 ft -52.4 -51.1 -50.2 - 49.5 -48.9 -48.4 -48.0 .47.7 n' 1-47.3 - 58.9 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -53.5 -52.2 -513 -50.6 -50.0 -49.5 : i 48a1 , -48.7 -48:4- - 63.5 +48.1 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3-,+44.9r -56.4 +44.5 -144.5 *44;2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +463 "- 50:'1' +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.8 -52.0 -51.5 -51.0 -50.6 -50.3 -58.0 +45.9 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 -55.2 -54.2 -53.5 -52.9 - 52.3 - 51.9 -51.5 -51.1 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 -56.1 +53.0 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +482 -523 +47.8 -51.9 +47.4 30 ft -58.3 - 56.9 +53.8 +52.3 -55.9 +51.3 55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 ft 59.1 57.7 56.7 55.9 552 54.7 542 53.8 -53.4 - 68.1 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -59.9 - 58.4 -57.4 - 58.6 -55.9 -55.4 -54.9 -54.5 -54.1 -73.9 +552 +53.7 +52.7 +51.9 +51.3 +5117 +50.2 +49.8 +49.4 36 ft -80.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 58.6 +51.9 -56.1 +513 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 35 ft -61.3 -59.8 +56.5 +55.0 - 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +525 -58.8 +52.0v4515 x-56 4 -56.0 451,1' 42 ft -62.6 - 61.1 -60.0 -59.2 -58.5 57,91 -57. U 1 - 57.0 -56.6 - 872 +52.5 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5111+52A -72.1 +51.7 44 ft 532 61.7 +58.3 +56.7 60.6 +55.7 -59.7 +54.8 -59.1 -5&S ;` +541 +534 ,--58:Or +53.0" .- 57;5 I +5L.6 -57.1 +s2"% +55.1 -63.8 -8EE 4 96j2 -60.3 59.8 - 59.0 .58.5 -58.1 -57.7 46 ft • +58.8 14743" +562 +55.1 +59.5 +54.0 +53.5 +53.11 +52.7 D • . a , - 64.4 -62.8 -61.7 -602 • ?60.1 1 -59.6 -59.0 58 6 -58.2 -68.2 +53.5 +59.4 01 • +56.7 +55.8 +55.1 54.5- +54.0 +536' 1,'.531° • wil • -84.9 -BS.- • 4322 -614 $0.7 :- 80.1 -; -59.5 -59.1 ,; -58.7 +56.7 +59.9 +58.4 +57.2 +56.3+ •4618+ 6+55.0" +54.3 +54.0 '+53.8 • • -65.5 -63.9 -62.8 -61.9 •--12• •-60.6 -60.0 -59.6 -59.2 • 6 '+6 0.4 48.4 • i%46 +56.8• +5811 +55.4 +54.9 +54.5 +54.0 • sA• •-68.0 49t4a -13.3 -62.4• • -g1�7• ' -61.0 - 80.5 -60.1 -59.6 -�V` +80.8 +592 +541 +57.2 •8■5• +55.9 +55.4 +54.9 +54.5 58 ft -66.5 -•4!9• •+61.3 +5f7 •-e3! +5865 -62.9• +57.7 ,1• •-61.5 ails +56.9 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 ••••• 67.5 -65.8. -84.7 -63.8• WI° •52.4 -61.9 -61.4 -61.0 80 ft +62.2 +60,p• +5941 +58.5• *WS* 457.1 +58.6 +56.1 +55.7 • • 0 • • • • •• • 1 m O 2 z fn • •• EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +48.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -83.1 -60.6 - 58.8 -57.5 -56.3 -55.4 - 54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 -62.1 -80.3 - 58.9 -57.8 -56.8 -55.9 -552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.8 +432 eft': -66.1 +49.4 - 63.5 +48.1 - 61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +444 -56.4 +44.5 -55.8 +442 22 ft - 67.4 +50.4 - 84.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 68.0 +49.9 -64.1 +49.0 - 62.6 +482 - 61.4 +47.6 - 60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft - 69.8 - 67.1 -65.1 -83.6 -824 .61;44 -60,4 -59.6 -58.9 +52.2 +50.8 +49.8 +4 µ +46,4 +47.43 ' 447.1 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 -662 +50.8 -64.61, +49.5 °n - 63.4 +492 - 62.3 448.7 -61.4 +482 -60.8 +47.8 -59.9 +47.4 30 ft -72.0 -692 - 67.1 -652 -643 -63.2 -62.3 _ - 61.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.+1 +48.9 ` +48.5 +48.1 32 ft -73.0 -70.1 - 68.1 -66.5 - 65.2 .64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +501.1 -' +49.6 +49.2 +48.8 34 ft -73.9 - 71.0 -68.9 -673 =. -68.0 -64.9 ' -844 -63.1 °462.4 +552 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -89.8 +533 - 88.1 +52.5 ` -66.8 +51.9 -65.7 +51.3 -64.7 +50.8 - 83.9 +50.4 -83.1 +50.0 38 ft -75.7 +58.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 - 88.3 +53.0 - 872 +52.5 56.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 -74.2 -72.1 -70.4 -89.0 -67.9 - 66.9 -66.0 -65.2 -65 +57.7 +582 +55.1 +54.3 +53.8 +53.0 +52.5 +521 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 59.7 +54.1 -68.5 +53.5 - 67.5 +53.0 - 66.6 +52.6 -65.8 +522 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -68.2 +53.5 -87.3 +53.1 -66.5 +52.7 as ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 _ . _ +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 +59.9 +58.3 +572 +56.3 +55.8 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 - 69.0 -68.2 +60.4 +58.8 +57.8 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 64 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 -88.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.8 +56.1 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED1FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1i0y TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL' ROOF,SLQPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED-BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN' (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK' ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HERON SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kztsz1-0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.8S5-{(DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE, TABLES RE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL = LOCAL IMPACT PROTECTION_ SYSTEM ORDINANCES. 6. NO CERTIFICATION IS, OFFERED FOR THEINTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOTIESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m) . USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ® 1 1 ELEVATION WALL ZONE FIGURES gWMARgS INIT ISSUE REVISE FOR 07 FBC Tn DRWN CHKD DATE CL FLB 04/19/06 TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT I ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AMR MS Home I Log In 1 User Registration 1 Hot Topics ! Submit Surcharge 1 Stets & Fats {:�'�ftETA3tY, Product Approval. USER: Public User r- 1 Publications palpun Approal Menu r product or Application 5earxh > Application Ust r Application oetatt FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) 2007 Approved Windoor Incorporated 7500 Amsterdam Dr. Orlando, FL 32832 (407) 481-8400 Ext 296 Igiammattet @windoorinc.cnm Luis Glammattei tgiammattei @windoorinc.com Luis A Giammattei 7500 Amsterdam Drive Orlando, FL 32832 (407) 481-8400 Ext 226 Igiammattet @windoorinc.com Tom West 7500 Amsterdam Dr Orlando, FL 32832 (407) 481-8400 Ext 271 twest @windoorinc.com ocANInGvims COHraCTOCA: PSC Staff 1 pas Slta Map links 1 Search Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a =Wilda Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis R. Lomas, P. E. PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urich, PE Validation Checklist ; larg5opy itef eived • • • • • • • •-1 •I • 1 CCLp.df • • ••• • • • • FL11991 RO COI 511059 7000 Series LMI Evaluation- COl.adf • • • • ••• • •�•ft • • •• • • • _r r It. •• • standard • • 6 • TAS 201 -94 • • • • • TAS 202 -94 • • • • • • :•.. • Year •• • • •• • ••• ••• • • • • • • • • • • • • • •• •• •• .1994: • •• • 1994 • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • TAS 203 -94 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/07/2009 01/09/2009 01/16/2009 02/03/2009 Summary of Products FL # . el, Number or Nam—e—".11011 Description 11991.1 7000 Series Large Missile Impact SGD i100 Series SGD Large Missile Impact 5'0 x 8'2 Panels Li , - -:. • pproved for use in Approved for use outside mpact Resistant: Yes Des . , Other: Reinforced Design Reinforced Design Pressure 1 Panel Size to be 5'0 x Installation Instructions. Unlimited Configurations Individual Panel Size does Size and uses Approved Installation Instructions FL11991 RUT 08 -00637 7000 Series LMI Installation HVHZ: Yes HVHZ: Yes • 1 -5 ' . 0 Pressure Is -4-60.0/-60.0. Non- is +45.0/ -45.0. Maximum 8'2. For Smaller Units See Unlimited Number of Panels in is Applicable as Long as not Exceed Maximum Panel Vertical Conditions. Instructlons.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL11991 R0 AE 511059 7000 Series LMI Evaluation- COL.odf FL11991 RO AE NOA 05- 1208.02 Dupont PVB.pdf F141991 RO AE NOA 07- 1116.04 Dupont SGP,Ddf Created by Independent Third Party: Yes 11991.2 j 7000 Series Non -Im • act SGD 7000 Series SGD Non -Im • act 5'0 x 87 Panels Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60.0/ -60.0 Other: Reinforced Design Pressure is +60.0 / -60.0. Non- Reinforced Design Pressure is +45.0/ -45.0. Maximum Panel Size to be 5'0 x 8'2. For Smaller Units See Installation Instructions. Unlimited Number of Panels In Unlimited Confgurations is Applicable as Long as Individual Panel Size does not Exceed Maximum Panel Size and uses Ap roved Vertical Conditions. Installation instructions FL1199 i RO II 08 -00634 7000 Series Non -Imo Installation Instructlons.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL11991 RO AE 511055 7000 Series Non -Imo Evaluation- COI.adf Created by Independent Third Party: Yes Back I Next DCA Administration Department or Community Affairs Florida auliding Cade Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 323 99 -21 00 (850) 487 -1824, Fax (850)414-$436 ® 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: • • • • • • • • • • • • ® • • • e$112::',D tliRMY• • •• ••• •• •• • • • • •• • • • • • •• • ••• • • • • • •• • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • ••• • ••• ••• • • • • • • • • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • 96 3/16" MAX. PANEL HEIGHT 354 1/2" MAX. O.A. TESTED WIDTH 61 1/4" MAX. 53 3/8" PANEL WIDTH MAX. D.L.O WIDTH TYP. REVISIONS REV DESCRIPTION L_ 6" TO WEEP WEEP SLOT 1" x .1 875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 7000 SERIES LMI SGD REINFORCED TYPICAL ELEVATION EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±60PSF LARGE MISSILE IMPACT 420 484 84.0 80.0 Pas 98" 0_A. I- I X // '' X 1 X / 6 '' X / X I '' X 88 1/4" D.L.O. HEIGHT 1 MAX. TYP. P N. 60.0- 60.0. 60.0 60:0 ..600 80.0 60.0 L_ 6" TO WEEP WEEP SLOT 1" x .1 875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 7000 SERIES LMI SGD REINFORCED TYPICAL ELEVATION EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±60PSF LARGE MISSILE IMPACT 7000 SERIES LMI SGD NON- REINFORCED TYPICAL ELEVATION EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±45PSF LARGE MISSILE IMPACT (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. Maximum design pr4mrre capacity chart 7000 Ser1es Large Meals Impact Non- Rednfarced 5G0- 5'0x8'2 panels Sing• PanelWdth (•) )ht (e1) 24.0 .30.0 : 38.0 420 484 84.0 80.0 Pas -. 11 1161:311 ✓ 11 Pas Meg Po 'Cg ILMIL INI'.f..'_ �iie�-. ti111ri7r- 80.0 N. 60.0- 60.0. 60.0 60:0 ..600 80.0 60.0 80.0 60.0 Ea 60.0 60.0, 60.0 EdY'' ' L i ' ' ! ' '% -5.0 �':3:a®®750 98:0 '. 75.0. 75.0 75.0 75.0 750 75.0 9s0 60.0 ILOILO eat) EMBIZEIMEMBLEILINIESLEILLEIHEMIELIALLIII no Lail 600 11,231 60.0 CLEILIIIIIIMIELIIIIMILINICKIIIIMIlaillIZEII Meximur» design pressure capacity 0hap lest,argn Mf'sale lmpa4RN»larcedSOD • 5'0x8'2 panels (in) He'ht 24.0 30.G. 36.0 - .41.0 - 48.0 54.0 60.0 (in) Pos Nag Pos Nog Pas Nag Pos eg Pas Meg Po 'Cg Pos Nog ..1111M100:111031 750 750 75.0 Iligi ©��iEJ J 750 11111M61MIlltitiogill ' ' EdY'' ' L i ' ' ! ' '% -5.0 �':3:a®®750 98:0 '. 75.0. 75.0 75.0 75.0 750 75.0 ritailimilltilialtallitaintallian 75.0 75.0 88.9 88.9. '63.6 818 60.0 61.8 500 no 75.0 Digitally signed by Luis R. Lomas P.9. Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2009.01.07 00:30:34 - 0500' TABLE OF CONTENTS MAX. EIGHT • • • • • •• • • a • •••• • • •a •• • • • s • • • • • •• • D4E • APPROVED •• • • • • • •• • • • • • • • • • • ••• • • • •• • • •••• • • •••• • •• • • • •o•• • • •• • • NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING /2X BUCK, 20GA. WOOD BACKED STEEL STUD OR MASONRY /CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING /2X BUCK,20GA. WOOD BACKED STEEL STUD OR MASONRY /CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME AND PANEL MATERIAL: ALUMINUM 6063 -T6 5) UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SINGLE LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN GLAZING DETIALS ON SHEET 4, PER ASTM E1300. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT. 7) APPROVED TO BE INSTALLED ON A 2TRACK, 3TRACK OR 4TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. POCKET CAN BE INTERIOR OR EXTERIOR POCKET. SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES 2 ANCHORING LAYOUT AND NOTES WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 PGwnc 457.481.8401 [.407.481.0505 www.wiadoorinc.com 3 BILL OF MATERIALS 4 GLAZING DETAILS 5 - 8 CROSS SECTIONS 7000 SERIES LMI REINFORCED & NON- REINFORCED (5'0 x 8'2 PANEL) ELEVATION AND GENERAL NOTES 9 - 11 INSTALLATION DETAILS DRAWN: TJH DWG N0. 08 -00637 REV 12 - 13 COMPONENTS SCALE NTS I DATE 12/10/08 I5REEr 1 OF 13 • r 6 • 4 6" MAX. r TYP. 6" MAX. TYP. PANEL PANEL -- 4" 20" MAX. _ O.C. TYP. JAMB TO SUBSTRATE III VERTICAL CONDITION 2 -- 2 4" 4" — �— 4" REVISIONS REV DESCRIPTION 4 DARE • ••• • •4 MAX. • • . •TYP. •• • • • • ••• •• • •• .I • • • • 7" MAX! -- 4" PANEL ANCHORING NOTES: 1) ALL FRAME SYSTEMS, 2TRACK, 3TRACK AND 4TRACK, HAVE TWO INSTALLATION ANCHORS AT EACH INSTALLATION ANCHOR LOCATION IN HEAD, SILL AND JAMBS. 2) ALL FRAME SYSTEMS, 2TRACK, 3TRACK AND 4TRACK, HAVE ONE INSTALLATION ANCHOR AT EACH INSTALLATION ANCHOR LOCATION IN HOOK STRIP. 3) FOR ANCHORING INTO MASONRY /CONCRETE THROUGH A PROPERLY SECURED IX NON— STRUCTURAL WOOD BUCK USE 3/16" TITEN TTN MASONRY SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 1 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR WOOD BACKED 20GA. MINIMUM STEEL STUD USE #10 CUT THREAD WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 20GA (.040) MINIMUM THICKNESS 4" 4" 2" -.- VERTICAL CONDITION Q 2 .Ti • o.r• TYP.• • • APPROVED • ••• • • • •• • •• INSTALLATION•ANCHOR • :SEE NOTF•S• Z,•3, 4, 5 & 6 SKEET 2, iYP. • HOOK STIII••• • • • •• • • HOOK STRIP fQ•••• SUBSTRATE 4" MAX. PANEL TYP. INSTALLATION ANCHOR SEE NOTES 1, 3, 4, 5 & 6 SHEET 2, TYP. HEAD SILL AND JAMBS • • • •0.0.1 • • •0000 • • • • R • • •••••r • • PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063 —T6 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/4" SQ. DRIVE SCREW AT EACH END, 8.0.M. ITEM #47. ALL PANELS HAVE AN INTERIOR FIXED GLAZING STOP AND AN APPLIED EXTERIOR GLAZING STOP. FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #7 x 1" TYPE F SCREW, B.O.M. ITEM #48, (2) AT EACH CORNER ON 2TRACK FRAME, (3) AT EACH CORNER ON 3TRACK FRAME AND (4) AT EACH CORNER ON 4TRACK FRAME. i1g4n92 W�Len,Pd NC 27029 D21442108.01.070890:50 -0.509 WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Phone a0za818402 I'ac 402.481.0505 mww.mindoorinccom 7000 SERIES LMI REINFORCED & NON- REINFORCED (5'0 x 8'2 PANEL) ANCHORING LAYOUT AND NOTES DRAWN: TJH DWG NO. 08 -00637 REV SCALE NTS IDATE 12/10/08 IshEET2 OF 13 • • PARTS LIST • •RE TONS • N0. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION ' r • DAT= APPROVE4 1 FS -04522 2T FRAME HEAD KEYMARK ALUMINUM 6063 -T6 PARTS LIST .. • • • • • •••• • • • • • •••• • • • • ••• • • • • • • • • • • • • •••• • • • • • • • • • • • • •••• • • • • • • •••• • • •• • • •• • • • • • Digitally signed by We R. Lomas P.E. Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2009.01.070831:02. 05'00' 2 FS -04531 2T FRAME JAMB KEYMARK ALUMINUM 6063 -T6 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 3 FS -04525 2T SILL PAN W/2 1/2° RISER KEYMARK ALUMINUM 6063 -T6 41 V -INT TP 876 INTERLOCL BUMPER 4 FS -04526 2T SILL PAN W/3 1/8° RISER KEYMARK ALUMINUM 6063 -T6 42 #8 x 1 1/4° SQ. DRIVE SCREW 18 -8 STAINLESS 5 FS -04529 2T FRAME SILL PAN INSERT KEYMARK ALUMINUM 6063 -T6 43 PJS- 7623 -09 -SN SCREEN ROLLER SULLIVAN 6 FS -04511 3T FRAME HEAD KEYMARK ALUMINUM 6063 -T6 44 GLAZING, SEE SHT. 4 FOR DETAILS ALUMINUM 6063 -T6 7 FS -04510 3T FRAME JAMB KEYMARK ALUMINUM 6063 -T6 45 #8 x 1/4" PH TYPE F SCREW STAINLESS STEEL 8 FS -04506 3T SILL PAN W/2 1/2° RISER KEYMARK ALUMINUM 6063 -T6 46 #8 x 3/4° PH TEK SCREW 410 STAINLESS 9 FS -04507 3T SILL PAN W/3 1/8" RISER KEYMARK ALUMINUM 6063 -T6 47 #10 x 1 1/4" SQ. DRIVE SCREW 18 -8 STAINLESS 10 FS -04508 3T FRAME SILL PAN INSERT KEYMARK ALUMINUM 6063 -T6 48 #7 x 1° PH TYP F SCREW STAINLES STEEL 11 FS -04523 4T FRAME HEAD KEYMARK ALUMINUM 6063 -T6 49 #10 x 1° PH TEK SCREW ALUMINUM 6063 -T6 12 FS -04532 4T FRAME JAMB KEYMARK ALUMINUM 6063 -T6 50 #10 CUT THREAD WOOD SCREW 13 FS -04527 4T SILL PAN W/2 1/2" RISER KEYMARK ALUMINUM 6063 -T6 51 3/16° IIIEN TIN MASONRY SCREW SIMPSON STRONG TIE CARBON STAINLESS 14 FS -04528 4T SILL PAN W/3 1/8° RISER KEYMARK ALUMINUM 6063 -T6 52 FH -02300 WS SCREEN BOTTOM RAIL KEYMARK ALUMINUM 6063 -T6 15 FS -04530 4T FRAME SILL PAN INSERT KEYMARK ALUMINUM 6063 -T6 53 FH -02300 WS SCREEN TOP RAIL KEYMARK ALUMINUM 063 -T6 16 FS -04313 FRAME HEAD TRACK COVER KEYMARK ALUMINUM 6063 -T6 54 GS- 01-07A 3/16" GLASS STOP VINYL VINYL 17 FS -04501 RECESSED JAMB TRACK COVER KEYMARK ALUMINUM 6063 -T6 55 GS- VN -06A 1/4" GLASS STOP VINYL VINYL 18 FS -04509 FLUSH JAMB COVER KEYMARK ALUMINUM 6063 -T6 56 GS- VN -05A 3/4° GLASS STOP VINYL & FIXED VINYL 19 FS -03684 HOOK STRIP BASE KEYMARK ALUMINUM 6063 -T6 57 FH -02395 WS SCREEN STILE KEYMARK ALUMINUM 6063 -T6 i 20 FS -04476 HOOK STRIP WALL COVER KEYMARK ALUMINUM 6063 -T6 58 W332217K0000 .220" FIN WEATHERSTRIP 21 FS -04477 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 6063 -T6 59 W234017K0000 .400" FIN WEATHERSTRIP 22 FS -04535 PANEL STOP SILL COVER KEYMARK ALUMINUM 6063 -T6 60 W333517K0000 .350° FIN WEATHERSTRIP 23 FS -04332 PANEL STOP HEAD COVER KEYMARK ALUMINUM 6063 -T6 61 GLASS SETTING BLOCK 24 FS -04631 TOP AND BOTTOM RAIL KEYMARK ALUMINUM 6063 -T6 62 SIKAFAST 552 GLAZING COMPOUND SIKA CORP. POLYURETHANE 25 FS -04327 PANEL LOCK /PLAIN STILE KEYMARK ALUMINUM 6063 -T6 63 SILICONE CAULK PECORA SILICONE 26 FS -04516 PANEL INTERLOCK STILE LEFT KEYMARK ALUMINUM 6063 -T6 64 WEEP COVER /GATE 27 FS -04515 PANEL INTERLOCK STILE RIGHT KEYMARK ALUMINUM 6063 -16 65 #8 x 3/8" PH TYPE F SCREW STAINLESS STEEL 28 FS -04789 MALE BUTT STILE KEYMARK ALUMINUM 6063 -T6 66 #8 x 3/4" PH TEX SCREW STAINLESS STEEL 29 FS -04790 LOCKING BUTT STILE KEYMARK ALUMINUM 6063 -T6 67 FS -02209 WS SCREEN SWEEP KEYMARK ALUMINUM 6063 -T6 30 FS -04505 INTERIOR FIXED BUTT STILE KEYMARK ALUMINUM 6063 -T6 68 SGD200 SCREEN HANDLE & LOCK SUUVAN 31 FS -04504 EXTERIOR FIXED BUTT STILE KEYMARK ALUMINUM 6063 —T6 69 FIBERGLASS SCEEN MESH FIBERGLASS 32 FS -04503 INTERLOCK REINFORCING BAR KEYMARK ALUMINUM 6063 -T6 70 SCREEN SPLINE 33 FS -04312 BUTT STILE /INTERLOCK COVER KEYMARK ALUMINUM 6063 -T6 7500 AMSTERDAM �Y %Or ORLANDO, DRIVE FL 32832 w„,„„indonriaccom ,Olif11j�J! /� \V S; .Lit 7 �ti�N�.v><�'EN'S4.1p „0`' • 0 '= ... "13 + OF • ;< A. ���: �4fl00A '\ \` '�- 94fONAL V. �\\ inn it 34 FS -04533 9/16" GLASS STOP KEYMARK ALUMINUM 6063 -T6 35 FS -04524 3/4" GLASS STOP KEYMARK ALUMINUM 6063 -T6 INCORPORATED 36 5000 SS PDR TANDEM ROLLER SS 7000 SERIES LMI REINFORCED & NON - REINFORCED (5'0 x 8'2 PANEL) BILL OF MATERIALS 37 2186MI -INT TRADITIONAL INTERNAL HANDLE 38 2186MI -DM TRADmONAL EXTERIOR HANDLE DRAWN: DWG NO. REV l OSI - LOCK SET OPANEO 40 OW11023 OR750375 RUBBER BUMPER SCALE I �� SHEET NTS 12/10/08 3 OF 13 INTERIOR 1" MIN. GLASS BITE 3/16" HEAT STRENGTHENED .060" SGP BY DUPONT 7/16" O.A. EXTERIOR GLAZING TYPE A 7/16" LAMINATED HEAT STRENGTHENED W /.060" SGP BY DUPONT INTERIOR 1" MIN. GLASS BITE 3/16" HEAT STRENGTHENED _ 1/8" HEAT STRENGTHENED 0.06" SGP BY DUPONT 1/8" HEAT STRENGTHENED 1/4" AIR SPACE 3/4" O.A. EXTERIOR GLAZING TYPE C 3/4" I.G. TEMPERED /HEAT STRENGTHENED W /.060" SGP BY DUPONT 3/16" TEMPERED INTERIOR 1" MIN. GLASS BITE REV • •REVSIONS •• - DESCRIPTION • • _• • • EAT` APPROVE. • • • • 3/115" HEAT* • • • • STRENG•fAMD • • • .0 /(•'•}�el niTE PVg • : • •• •4S741DI ONT •• • • •'1ilsei O.A. • • • • • • • EXTERIOR GLAZING TYPE B 7/16" LAMINATED HEAT STRENGTHENED W /.090" BUTACITE PVB BY DUPONT INTERIOR 1" MIN. GLASS BITE • • • •• • 3/16" HEAT STRENGTHENED _ 1/8" HEAT STRENGTHENED 0.09" BUTACITE PVB BY DUPONT 1/8" HEAT STRENGTHENED • •••• • •••• • • • •• • • • • • •••• 3/4" O.A. 1/4" AIR SPACE EXTERIOR GLAZING TYPE D 3/4" I.G. TEMPERED /HEAT STRENGTHENED W /.090" BUTACITE PVB BY DUPONT 3/16" TEMPERED Digitally signed by Lacs 0. Lomas P.E. Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2008.01.07 0031:12 WinDoor IN C:ORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Phone 401A81.8400 Pm407.481.0505 NNR'.anndoo hhc.com 7000 SERIES LMI REINFORCED & NON— REINFORCED (5'0 x 8'2 PANEL) GLAZING DETAILS DRAWN: TJH DWG NO. 08 -00637 REV crAl r NTS I DATE 12/10/08 I SHEET 4 OF 13 ogria_mtio 24 WIL411 e C ® OR 55 OR EXTERIOR OR INTERIOR VERTICAL CROSS SECTION A 2TRACK FRAME SYSTEM SEE NOTE SHT. 6 SEE NOTE SHT. 6 SCREEN NOTE: WS SCREEN IS SHOWN ON 2TRACK UNIT. IT IS QUALIFIED TO BE INSTALLED ON 3TRACK AND 4TRACK UNIT ALSO. OR 35 et Pile m Pil 4) � 54 OR OR 55 56 OR EXTERIOR OR INTERIOR EXTERIOR SEE NOTE SHT. 6 • •REI4SIONS • REV • DESCRIPTION • • • • I • DATj i •• •••••• APPROVE• VERTICAL CROSS SECTION B 3TRACK FRAME SYSTEM SEE NOT SHT. 6 VERTICAL CROSS SECTION C 4TRACK FRAME SYSTEM • •••• • ••• • • •••• .• • • • Digit* faired by LW R. Lomas P.E Loratlrn: 1432 Woodford Rd LaMeva• NC 27023 Dole: 2009.01.07 083191 -0600' WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Pin= 407.48134110 Em 401.481 .0503 www.vrindoorinc.com 7000 SERIES LMI REINFORCED & NON— REINFORCED (5'0 x 8'2 PANEL) VERTICAL CROSS SECTIONS DRAWN: I DWG NO. TJH 08 -00637 REV SCALE NTS IDATE 12/10/08 I SHEET 5 OF 13 ',0111111/04, 1a 1,,,, *; ,iayr • - �Q,�,4:444ORVOt*el •c` t 0;0,. rrra• .w4 �� //tit 11I[lit .I. • 0 OR HORIZONTAL CROSS SECTION D ss PLAIN STILE AT 3TRACK JAMB OR SEE NOTE SHT. 6 HORIZONTAL CROSS SECTION E LOCK STILE AT 4TRACK JAMB INTERIOR EXTERIOR OR 55 OR 56 HORIZONTAL CROSS SECTION F LOCK STILE AT 2TRACK JAMB OR ss OR 56 HORIZONTAL CROSS SECTION G NON— REINFORCED INTERLOCK STILE AT HOOK STRIP • •R•EV IONS REV DESCRIPTION• • • I • DA1 • •• INTER 10A • • •••• • • • • • • ••• • • • •• • • •••• • APPROVtD• •••••. • • • • • • • • • ••• — • • • • SEE NOTE SHT. 7 EXTERIOR OR OR HORIZONTAL CROSS SECTION H 56 REINFORCED INTERLOCK STILE AT HOOK STRIP FIXED PANEL NOTE: ITEM #22, PANEL STOP SILL COVER, AND ITEM #23, PANEL STOP HEAD COVER, ARE USED TO SECURE SINGLE OR MULTIPLE FIXED PANELS INTO PLACE. DEPENDING ON THE CONFIGURATION BEING INSTALLED ITEMS #22 AND #23 MAY BE REPLACED WITH ITEM #46, #8 x 3/4" PH TEK SCREW TO SECURE FIXED PANEL INTO PLACE. FIXED PANEL IS ATTACHED AT THREE LOCATIONS: 4" FROM EACH END AND ONE AT CENTER. EACH LOCATION HAS TWO FASTENERS. ONE FROM INSIDE AND ONE FROM OUTSIDE. DIg0e0y signed by We R Lame P.E. Lom0on: 1432 Woodford Rd. 1..1sv0e, NC 27023 0ete: 2009.01.07 0813l48.05'02' �j7] 7500 AMSTERDAM DRIVE W oor ORLANDO, FL 32832 INCORPORATED Flrox4Rt.4813400 Pa 407.4$10503 W W W.windoorinccom 7000 SERIES LMI REINFORCED & NON— REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN: I DWG NO. TJH 08 -00637 REV SCALE NTS 1 DATE 12/10/08 I sHEET 6 OF 13 Air .I. INTERIOR fID CD ED SEE NOTE CD CD ie.° OR 35 EXTERIOR HORIZONTAL CROSS SECTION J REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE INTERIOR OR 35 SEE NOTE SHT. 7 SEE NOTE SHT. 6 HORIZONTAL CROSS SECTION K LOCK STILE TO REINFORCED EXTERIOR FIXED BUTT STILE INTERIOR SEE NOTE SHT. 7 INTERIOR HORIZONTAL CROSS SECTION L REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCK STILE INTERIOR • StE•YJIONS • • • REV DESCRIPTION • • •••• • • APPROVED • • • • • • • • EXTERIOR SEE NOTE SHT. 7 HORIZONTAL CROSS SECTION N REINFORCED MALE BUTT STILE TO REINFORCED LOCKING BUTT STILE SEE NOTE SHT. 7 SEE NOTE SHT. 6 EXTERIOR SEE NOTE SHT. 7 HORIZONTAL CROSS SECTION M REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE REINFORCING BAR NOTE: ITEM #32, INTERLOCK REINFORCING BAR, IS SECURED TO INTERLOCK LEFT #26, INTERLOCK RIGHT #27, MALE BUTT STILE #28, LOCKING BUTT STILE #29 INTERIOR FIXED BUTT STILE #30 AND EXTERIOR FIXED BUTT STILE #31 WITH ITEM #49, #10 x 1" TEK SCREW SPACED 6" FROM TOP AND BOTTOM AND AT CENTER. Digitally signed by Luis R. Lomas P.E. Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2009.01.07 083231 -0500' OR 35 HORIZONTAL CROSS SECTION 0 REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE SEE NOTE SHT. 5 • • • • la WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 mon=c7Ammm r 4UTA81.ojs www.windominc.com 7000 SERIES LMI REINFORCED & NON — EINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN: TJH DWG N0. 08 -00637 I REV SCALE NTS IDATE 12/10/08 ISHEET7 OF 13 Ark- 4- INTERIOR SEE NOTE 19 0 cs 011111 e SHT. 7 ANL t EXTERIOR HORIZONTAL CROSS SECTION P NON— REINFORCED INTERIOR FIXED BUTT STILE TO LOCK STILE OR 35 OR SEE NOTE SHT. 6 49 SEE NOTE SHT. 7 HORIZONTAL CROSS SECTION Q LOCK STILE TO NON— REINFORCED EXTERIOR FIXED BUTT STILE INTERIOR HORIZONTAL CROSS SECTION R NON— REINFORCED INTERLOCK STILE TO NON— REINFORCED INTERLOCK STILE REV •AEVIONS DESCRIPTION. • • • aAg •_•••• • APPROI • •••• ••• • •• • ••• ••• • • HORIZONTAL CROSS SECTION T NON— REINFORCED MALE BUTT STILE TO NON— REINFORCED LOCKING BUTT STILE SEE NOTE SEE NOTE SHT. 7 SHT. 6 EXTERIOR SEE NOTE SHT. 7 HORIZONTAL CROSS SECTION S NON— REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE DI98atly slaved by Luis R. Lomas P.E. Location: 1432 Woodford Rd. LewluNlie, NC 27023 Date: 2009.01.07 0832:10. 0500' OR HORIZONTAL CROSS SECTION U NON- REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE SEE NOTE SHT. 6 WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 PFmuc 407.481.8400 Pax 407.481.0505 WWw.WII1doot1IIC.com 7000 SERIES LMI REINFORCED & NON— REINFORCED (5'0 x 8'2 PANEL) HORIZONTAL CROSS SECTIONS DRAWN: TJH DWG NO. 08 -00637 SCALE NTS (DATE 12/10/08 Is"EET8 OF 13 REV `� 5 l Vt. I. 0 7 /."f ✓>f iJ.At lr:u..n. . p. TAT O IONAL 4- 2 1/2" MIN. EDGE DIST. MASONRY /CONCRETE BY OTHERS 1 3/8" MIN. CENTER TO CENTER BACKER ROD AND SEALANT BY OTHERS 3/16" TITEN TTN MASONRY SCREW EXTERIOR 2TRACK FRAME HEAD 1X BUCK TO MASONRY /CONCRETE INSTALLATION, 2TRACK SHOWN 3TRACK & 4TRACK SIMILAR 1 1/4" MIN. EMBED. 1/4" MAX. SHIM SPACE 1X NON— STRUCTURAL BUCK BY OTHERS, 1 X TO BE PROPERLY SECURED INTERIOR EXTERIOR FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT BY OTHERS SILL MUST BY SET IN FULL BED OF APPROVED SEALANT OR NON— SHRINK GROUT BY OTHERS 1 1/4" MIN EMBED. 1 1/4" MIN. EMBED. f 2 1/2" MIN. EDGE DIST. 1 3/8" MIN. CENTER TO CENTER 3/16" TITEN UN MASONRY SCREW 1/4" MAX. SHIM SPACE •R SIGNS • REV DESCRIP11l • • • • APPROOPD• INTERIOR MASONRY /CONCRETE BY OTHERS FASTENER HEADS MUST BE COVERED WITH APPROVED EXTERIOR SEALANT BY OTHERS BACKER ROD AND SEALANT BY OTHERS 1X NON— STRUCTURAL BUCK BY OTHERS, 1X TO BE PROPERLY SECURED 2TRACK FRAME JAMB 1X BUCK TO MASONRY /CONCRETE INSTALLATION, 2TRACK SHOWN 3TRACK & 4TRACK SIMILAR INTERIOR •3 16" TITEN UN ` j 1.7 MASONRY SCREW C "'� * J 1: =_ 23_�- 2 1 /2" MIN. EDGE DIST. 1/4" MAX. r SHIM SPACE T 1 3/8" MIN. CENTER TO CENTER 2TRACK FRAME SILL MASONRY /CONCRETE INSTALLATION, 2TRACK SHOWN 3TRACK & 4TRACK SIMILAR • •••• • • •••• • •• • • • ••• • • • • • •• • • •• • • • • • • • • • • •• • • •••• • • •••• • •• • • • •••• • • • • • • • • • • • • 1 1/4" MIN. 1/4" MAX. EMBED. SHIM SPACE INTERIOR 3/16" TITEN UN MASONRY SCREW ITEM #65, #8 x 3/8 ", SPACED 6" FROM TOP & BOTTOM AND 18" MAX. O.C. THEREAFTER Dloff elly signed by Lois R. Lomas P.E. Location:1432 Woodford Rd. Lewisville, NC 27023 001e: 2009.01.07 082228 -0507 2 1/2" MIN. EDGEI DIST. EXTERIOR HOOK STRIP MASONRY /CONCRETE INSTALLATION REINFORCED SHOWN, NON— REINFORCED SIMILAR. INTERIOR POCKET SHOWN, EXTERIOR POCKET IS MIRRORED • WinDoor INCORPORATED 7500 AMS'IYI.RDAM DRIVE ORLANDO, FL 32832 Ph"ac 40).4318400 P,c4o?.4slnws wwW.windoorinc.com 7000 SERIES LMI REINFORCED & NON— REINFORCED (5'0 x 8'2 PANEL) INSTALLATION DETAILS DRAWN: TJH I DWG Na 08 -00637 SCALE NTS IDATE 12/10/08 I'"EET9 OF 13 REV \141 10 st;07�f /'I STATE OF -�u girri It 1110 .I. MASONRY /CONCRETE BY OTHERS #10 CUT THREAD WOOD SCREW BACKER ROD & SEALANT BY OTHERS EXTERIOR 2X BUCK /WOOD FRAME BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 3/8" MIN. EMBED 1/4" MAX. SHIM SPACE 3TRACK FRAME HEAD 2X BUCK /WOOD FRAME INSTALLATION, 3TRACK SHOWN 2TRACK & 4TRACK SIMILAR INTERIOR #10 CUT THREAD WOOD SCREW 2X BUCK /WOOD FRAME BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1/4" MAX. SHIM SPACE INIFIW iiaiii1 REVISIONS REV DESCRIPTION • • • • • •• • • •••• • • 2X BUCK /WOOD Mkt BY OTHERS, 2X6 •TS• BE PROPERLY SECURED* •• • os 1 3/8" •RAIN • • EMBEII. 1/4" MAX! SHIM SPAC!•, #10 CUT THREAD WOOD SCREW DAIS APPROVED • •• • • • • • •• •• • • • FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT BY OTHERS INTERIOR 1 3/8" MIN. EMBED. BACKER ROD & SEALANT EXTERIOR BY OTHERS 3TRACK FRAME JAMB 2X BUCK /WOOD FRAME INSTALLATION, 3TRACK SHOWN 2TRACK & 4TRACK SIMILAR INTERIOR EXTERIOR ITEM #65, #8 x 3/8" SPACED 6" FROM TOP & BOTTOM AND 18' MAX. O.C. THEREAFTER • • • •• • • HOOK STRIP 2X BUCK /WOOD FRAME INSTALLATION REINFORCED SHOWN, NON— REINFORCED SIMILAR. INTERIOR POCKET SHOWN, EXTERIOR POCKET MIRROR REVERSED DIgitafy signed by Luis R. Lomas P.E. Location:1432 Woodford Rd. LeMsvNe, NC 27023 Date: 2009.01.07 08:32:38 - 05'00' WinDoor INCORPORATED 7.500 AMSTERDAM DRIVE ORLANDO, FL 32832 mmmormumm F. 407.4m.oAS www.windoonnccom1 7000 SERIES LMI REINFORCED & NON— REINFORCED (5'0 x 8'2 PANEL) INSTALLATION DETAILS DRAWN: TJ H DWG NO. 08 -00637 REV SCALE NTS DATE 12/10/08 I SHEET 10 OF 13 BACKER ROD & APPROVED SEALANT BY OTHERS WOOD BACKED 20GA. MIN. STEEL STUD BY OTHERS REVISIONS 1 3/8" MIN. EMBD. EXTERIOR INTERIOR 4TRACK FRAME HEAD WOOD BACKED 20GA. STEEL STUD INSTALLATION, 4TRACK SHOWN 2TRACK & 3TRACK SIMILAR 1/4" MAX. SHIM SPACE #10 CUT THREAD WOOD SCREW #10 CUT THREAD WOOD SCREW 1 3/8" MIN. EMBED. r_ 1/4" MAX. SHIM SPACE FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT BY OTHERS INTERIOR BACKER ROD & APPROVED SEALANT BY OTHERS EXTERIOR 4TRACK FRAME JAMB WOOD BACKED 20GA. STEEL STUD INSTALLATION, 4TRACK SHOWN 2TRACK & 3TRACK SIMILAR DESCRIPTION INTERIOR • • • • • •• • 1 6f8•"•MIPf. • •• • • • • • • 1/4" alIX • SHIM • SPAI" E1-1 ITEM #65, #8 x 3/8 ", SPACE 6" FROM TOP & BOTTOM AND 18" MAX. 0.C. THEREAFTER • • • APPROVED • •• • 1 • 1 • 1 •• • • 1 •• • • 1 • #10 CUT•THREADI •WOOD ScpEOG••: • • EXTERIOR HOOK STRIP WOOD BACKED 20GA. STEEL STUD INSTALLATION REINFORCED SHOWN, NON— REINFORCED SIMILAR. INTERIOR POCKET SHOWN, EXTERIOR POCKET MIRROR REVERSED Digitally signed by Luis R. Lomas P.E. Location: 1432 Woodford Rd Lewisville, NC 27023 Data: 2009.01.07 08:32:48 -0500' VY ll I l Jour ORLANDO, FL FLrI 2s 832 \ \ \� tR ;l'tb/ ,�� INCORPORAThD Phovc 40,.4818400 • j E k t 9A�/ Fs. 407 481.0303 annv v indoollnc.com 'i No ' �Y S' „id 7000 SERIES LMI REINFORCED *' 0 8 I' & NON— REINFORCED (5'0 x 8'2 PANEL) =is INSTALLATION DETAILS .1.13". TAT OF DRAWN TJH j I DWG No I REV i .:444ORO'" �� 111ht111U1° SCALE NTS DATE 12/10/08 I SHEEP 1 1 OF 13 • 1.25" 3.58" 2T FRAME JAMB 6063 -T6 ALUM. 3T FRAME JAMB 6063 -T6 ALUM. .08" - .09" - -��- -- .075" � I 5.52" 0 3T SILL PAN 2 1/2" RISER 6063 -T6 ALUM. .09" -II- .6sT 1 1 L OI 3T SILL PAN 3 1/8" RISER 6063 -T6 ALUM. .075" 1 5.52" .08" 3.74" - .095" .075 1 `aLn n 2.05" L 2T FRAME HEAD 6063 -T6 ALUM. 3.47" .825" �l 5" - .075" O 2T SILL INSERT 6063 -T6 ALUM. 12 4T FRAME JAMB 6063 -T6 ALUM. 2.05" 1.16" 22 PANEL STOP SILL COVER 6063 -T6 ALUM. F- 1.836" -H .05" 7.62" REVISIONS .08" I .09" F-I 2.5" .68" L 075" pn } T� U I�� 2.015" I 3.58" 2T SILL PAN 2 1/2" RISER O6063 -T6 ALUM. REV .08" .09" FH .68" L- .075" 1 __RA_ __RA_ �s u + U 1 O j 4 I 3.58" 2T SILL PAN 3 1 /8" RISER 6063 -T6 ALUM. 3.125" .095" •- .075" t1 4T FRAME HEAD 6063 -T6 ALUM. 1.05" 1.71" .075" --il -- 7.35" - .075" 15 4T SILL INSERT 6063 -T6 ALUM. 1.836" -{ 1 23 PANEL STOP HEAD COVER 606.3-T6 ALUM. J .05" - -If- -- .09" DESCRIPTION • DAN APPROVED • • • • • • • 5.68" • • . • • • 4Aa5••� • •••• •� • • ••• I I I • • • •••• 1• 0 3T FRAME IIE'AD••: 6063 -T6 AU�IvT. •• • ••• • • • •• • • • • • • • •••• • • • • •••• • • • • • • •,•• 7.46" - .075" 14 41 SILL PAN 3 1 /8" RISER 6063 -T6 ALUM. .08" -- 7.46" - .075" ©4T SILL PAN 2 1 /2" RISER 6063 -T6 ALUM. -1 .825" 2.5" 5.41" .075 " - -{i- -- • 4 • • 3.125" .05" - -1�- -- .075" 10 3T SILL INSERT 6063 -T6 ALUM. • • • Dlgfaty signed by Luis R. Lomas P.E. Location: 1432 Woodtord Rd. Lewisville, NC 27023 Date: 2009.01.07 0833:00 -0500' WinDoor INCORPORATED 7501 AMSTERDAM DRIVE ORLANDO, FL 32832 Phone 407.481.8400 [.407.481.0505 www.W1ndoonnc.com 7000 SERIES LMI REINFORCED & NON- REINFORCED (5'0 x 8'2 PANEL) COMPONENTS DRAWN: I DWG NO. TJH 08 -00637 SCALE NTS I DATE 12/10/08 I SHEET 12 OF 13 REV oil ii II no/ :-J. •1p `". *+ 0 i "". AT °�� • '��'�►`'cLflRt�lA• tip' • • 1.16" H -- .09" — .07" .07" 24 TOP & BOTTOM RAIL 6063 —T6 ALUM. 2.115" 3.25" r 09" t .064 " -- 3.75" —, INTERIOR FIXED 30 BUTT STILE 6063 —T6 ALUM. INTERLOCK 32 REINFORCING BAR 6063 —T6 ALUM. 4" 3.5" 29 LOCKING BUTT STILE 6063 —T6 ALUM. .09 .07" 3.75" CI MALE BUTT STILE 6063 —T6 ALUM. 3. 8" .07" 2.195" ---I 31 EXTERIOR FIXED BUTT STILE 6063 —T6 ALUM. — 1.175' --- .055" .2- 9" T ®9/1 GLASS STOP 6063 —T6 ALUM. 25 LOCK /PLAIN STILE 6063 —T6 ALUM. 1.175" --- .055" T r- .14" I ®3/4" GLASS STOP 6063 —T6 ALUM. 1.852" 7 1.312" +I f 4 27 INTERLOCK STILE RIGHT 6063 —T6 ALUM. REVISIONS REV DESCRIPTION 09" • • • • • •• • •••:•• 1 •1.112" �1f852 } DAA APPROVED • • •• • • ▪ • ▪ • �} .75" • •:4 •••1 • • . .075 i • • •••` • •• • • • •• •• i.i86" 26 INTERLOCK STILE LL FT• 6063 —T6 ALUM. • • • • • •• • .075" 3.5" 3.461" i 21 HOOK STRIP WALL MOUNT 6063 —T6 ALUM. �1" 6 i 1 .24" .04" 1s FRAME HEAD TRACK COVER 6063 —T6 ALUM. -1.3"tr .045" .79" @ FLUSH JAMB COVER 6063 —T6 ALUM. .83- 1" 19 HOOK STRIP BASE 6063 —T6 ALUM. 3.516" .08' 1.8F L 4J'71. RECESSED JAMB © COVER 6063 —T6 ALUM. •• ••• • • • Vim_ • •• • • •• • • • 20 HOOK STRIP WALL COVER 6063 —T6 ALUM. --I .24" T— .04" 1.312" 33 BUTT STILE & INTERLOCK COVER 6063 —T6 ALUM. Digitally signed by Lula R. Lomas P.E Location: 1432 Woodford Rd. Lewisville, NC 27023 Date: 2009.01.07 0823:11 -0500' WinDoor INCORPORATED 7500 AMSTERDAM DRIVE ORLANDO, FL 32832 Phwc 407.4818400 Fes 407.481.0505 wWw.wO1(Ioorinc.corn 7000 SERIES LMI REINFORCED & NON— REINFORCED (5'0 x 8'2 PANEL) COMPONENTS DRAWN: TJH I DWG NO. 08 -00637 I REV scA1E NTS [DATE 12/10/08 I SHEET 1 3 OF 13 LOAY TAT OF ,�� /,`roWAi`t ��' MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICACCEPTANCE (NOA) -CGT Indu tries, Inc 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 wwwamiamidade.aov/bui1dinecode 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 Hi Velocity Hurricane Zone. DESCRIPTION. eries "HR -710" Aluminum Horizontal Roller Window — L. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile 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 11y then nttftetQre3 at ics distributors and shall be available for inspection at the job site at the request pf tlid;B1iildiiig t)1 l7 al. " • This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and a Aden a pages E -t and g-2: as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •. • •••• • • • -�v- Expiration Date: Dece Approval Date: January 03, 2008 ••• • • • • ••• • Pkel • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large 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, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 •• ••• • • • • • •• • • • • • •• ••• •• • •• • • • • •• ,' • Sianuel Ver • • • Pr84' uct ntr4t rs :11•17•1 "' N)A No 67 -0 .09 Expiration Date: December 21, 2011 • .4parooaj Date: Jaipusry 0$, 2008 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 410 • • • • ••• • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 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 01/05/2006, expiring on 12/11 /2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 • • •. • • • • • . •• .. • • • • ' • 3lanuel EL re • • • • • Zr . . • Pr6Quct3 oittral • • • • • N'OA No 07- 0815.09 Expiration Date: December 21, 2011 ilpprovaJ fiats: Jppullr'y 04 2008 • • • • • • • • • • • ••• • • • • • • •. • • • • • • .• •• • • • .• •• • ••• • • • ••• • e••• • • • • • •• • • • • • • • • • • • • • • • •••• • • •••• • • •• • • • ••• • • • • • e• • • • • • •• • • • • •• • • • • • • • • • • • • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAY B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 7118° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16' LAMI 13: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16' LAMI 10: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S AFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/16" LAMI 13: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 318' AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13/16° LAM! IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OJX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAMES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. NUTTERS ARE NOT REQUI • 6. •NRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. • •7•REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. • • ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 • •••• ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION M -2005 ALUMINUM DESIGN MANUAL .A.811411S PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL I�TEQjTIi OIWI( ) 1OING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). - -._ -- - --- -- ... , •••• 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 IC • 4115/07 F.K. 10/17/06 ADO FTL -5330 TO NOTES 7& CHG. NOTE 8 TO CURRENT EDIT. Rerisbeste CHANGE TO ASTM E 130002 Read Br F.K Rea 5/13/06 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE 8. F.K. Dam sr 2/28/06 aeemax J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOISO, 81.34275 P.O. PDX 1529 /0080445, F1.34274 PST Visib& Better GENERAL N i rt Tar ALUM. HORIZONTAL ROLLER W!NDOW, IMPACT aon enem.c HR710 NTS abeest 1 m 11 4127-10 PRODUCT REVISED as complying with the Florida E.,ildiag Coda Acts-Vence Nos 0 3 5.07 Expiration Dare / By 'TZ6/Clark , Ro F.E. PE 839712 Structural •••• • • • • • •• • • • • • • • • • • • • •••• • • •••• • • •• • • • ••• • • • • • •• • • • • • •• • • • 112' NOM. GLASS BITE 60,61,62 1/8' ANNEALED OR HEAT STRENGTHENED .090 SOLUTIA OR DUPONT PVB INTERLAYE 1/8' ANNEALED OR HEAT STRENGTHENED 5/16° NOM. 5/16' LAMINATED GLASS • •• • • • • • • • e • •• •• • • • • • 1/2' NOM. GLASS BITE LASS LASS EXTERIOR INTERIOR (ALL SECTIONS) 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 r-- 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. 13/16" LAMI IG GLASS W/ 5/160 LAMI 1/2° NOM. GLASS BITE (2,73,74,75,76, 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER -6— 3/18' 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. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED ar complying with the Florida Building Code Acceptance No 53 — 7G" .b Expiration Date • R * Royale: F.K. Onntal F.K RSlatxor �� 4/15/07 NO CHANGE THIS SHEET Ra ewox 10/17/05 NO CHANGE THIS SHEET vsss 5/13/06 R•k na: A ADD AIR SPACE DIM. TO LAMI IG DETAILS 2725106 d.:wen J.J. oat. 323706 1070 TECFLYOLOGY DRIVE NOKOMIS, FL 34775 P.O.2OX 4529 NOKOMIS. FL 34274 Pc T Vaslb& Barer GLAZING DETAILS tnx ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S.m mx HR710 Futt 2 m 11 Dmeing 4127 -10 Re.. c •••• • • • • • •• • • • • • •••• • • •••• • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • TABLE 1. XOX (114,1/2,1/4) F, GE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +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 -60.0 +60.0 -60.0 A,B .4 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 rgre 1 ,M11, 1 60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 Or +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 PI +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111 C,I k +60.0 -60.0 UP TO 111" J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" i4 B'C' G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) OX AND XO F • NGE OR INTEGRAL FIN WINDOW GLASS WINDOW HEIGHT W r , A. 26" 36" 38 3/8" 48 "- 50 5/8" 54" 60" 63" 60 ■ ifr 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 r` +75.0 - 75.0_ +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 F,.n ".; "` ^seISED a ^f.T.'l i' a with the Florida e:5tcr, g Cade Acceptance No o7 -0815.o9 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" - • A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 iJP 74" C, D, E, F, ! J K L +75.0 -75.0 itatlOn Date_____ 6s Jr = Q } ]' _TYP_ __.'_ REPORT FTL -4858 (XO)Q, FTL -4859 (OX& XO) AND FTL -5330 r• • : ,i1fr" LAT _ c • .1 ^4, c • ) G. 13/16" LAMI I0-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) iyp d 7 Robert L. Clark, P.E. PE A'39T12 Structural r 45/16" LAMI - (1/8" HS, .090,1/8" HtTh L 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "HS, .090,1/8 "HS) r .i•6" LAMI - (3/16" A, .090, 3/16" A) "dirPir LAMI - (3/16" A, .090, 3/16" HS) 11/4t' LAMI - (3/16" HS, .090, 3/16" HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI 10-1/8" 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" LAM! - (3116 "HS, .090, 3/16 "HS) w JCr• Fp D 415/07 C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPa -- -- DESIGN PRESSURES >m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT afseet. F.K 10/17/06 awdnic B REVISE DP TABLES TOASTME 1300-02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 1529 NOKOMIS. R. 34274 reset: F.K. F.K. o 13/06 228AN A J.J. G THRU L ADO AIRSPACE DIMENSION GLASS 7YPES 323106 Visa* Better 11R710 NTS 3 -, 11 °i'�"` 4127 -10 R" C •••• • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • • • • • •• •• •• • • • • • ••• • • •••• • • • • • • • •••• • • • • DETAIL A - OX OR XO 111' MAX WIDTH FLANGE 110" MAX WIDTH I.F. FRAME 27 318° �+ MAX. DLO —.- J VENT 273/8' �— MAX. DLO FIXED B B DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX 33 9/16' MAX DLO FIXED Cl Imo— DLO VENT A 57318' MAX DLO ALL FIXED LITES 0 58' MAX DLO ALL VENTS 62' MAX I.F. FRAME ALL CONFIG. i9 63' MAX FLANGE FRAME ALL CONFIG. 74° MAX. WID 73° MAX. WIDTH I.F. FRAME •• • • • • • • • • • • ""F°s'i • • ap,Blt • • F.K. Deer 4/45/07 x'7(217/06 0 X VMMI B 85 7118' MAX. WIDTH I.F. FRAME —.-1 p x--88 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D p (FRAME CORNER CONSTRUCTION) !'REVISED with the Florida :Lase No 6,O Won Dole 4.127 Loo / By • Di 353 ommo, ADD CCONSTRUC7ION DETAIL FROM SHT. 6. D CORNER Revtebnsc a NO CHANGE 17115 SHEET Rend er. • • F.K *smelt F.K. yew 5113/06 Rmffimt A NO CHANGE THIS SHEET � 1N06 ages,: J.J. 0°b. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SOX 1628 NOKOFSS, FL 34274 PGT lits15 , Better ELEVATIONS m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s°v.,w,.e HR710 NTS 11 4127 -10 •••• • • • •• • •••• • • •••• • • •• • • • ••• • • • • • •• • • • • • •• • , WNW& ev vcrur r, n �— MAX FIXED DLO -----I MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WtTH FLANGE FRAME) EXTERIOR MAX. HEIGHT FLANGE FRAME Q • •• • • • • • • • • • • INTERIOR MAX. VENT DLO MAX. FIXED DLO I-- MAX FIXED DLO ----I MAX VENT DLO MAX WIDTH (I.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIyeFRAME) EXTERIOR •• •• • "• •••• • • SECTION C-C • •• • 1 VERTICAL SECTION, FLANGE FRAME) • .,e: • •• K R•tt K8v Wet • 4/1607 Oars 10/17/06 X▪ 13/06 Ras. larrisionr: A INTERIOR SILL HEAD (VERTICAL SECTION, I.F. FRAME)) (VERTICAL SECTION, I.F. FRAME)) PRODUCT REVISED as come ;i75 with the Florida 6c:L'c.;•, Cods Asaq='rcc4 No imam Dare By ADD INTEGRAL FIN FRAME, ITEMS 41,42 AND 43 AND MEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET F.K. 2/26/06 Make d J.J. 3/23/06 1070 TECHNOLOGY OWE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ,...P�GT Visibly Better SECTIONS raz ALUM. HORIZONTAL ROLLER WINDOW, IMPACT snadwat Sails HR710 Half 5 11 Doming Mx 4127 -10 Ron /)- A7 Robert L. Clark, PE.. PE 439712 Se tural • • • • • • • • • • •••• • • • •• • •••• • • •••• • • •• • • • ••• • • • • • • • • •• • •• • • • • • •• • • �• • •• • • •• • • • • • Di i i DWG# D DESCRIPTION M MAIL P PGL## I ITEM D DWG# R REVi DESCRIPTION i MATL j PGP# 1 4 4102 A A F FLANGE FRAME HEAD 6 6063 -T6AL 6 612237 6 66 G GLASS , 1 13 /16" LAND IG•1/8 "A,3/8 "AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 2 4 4025 S SASH STOP (STD. ANTI LIFT CLIP 6 6063 -T5 AL 6 612244 6 67 " " 1 13/16" LAMI IG- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) 3 4 48 X 3/4 PH. PAN HEAD 7 7834AA 6 68 1 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 4 4 4053 S SASH STOP COVER SASH STOP 6 6063 -T5 AL 6 69 " " 1 13/16" IAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 6 4 4136 F FLANGE FRAME SILL 6 6063 -T6AL 6 64136 7 70 1 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8 "HS) 7 4 4137 S SILL ADAPTOR 6 6063 -T6AL 6 64137 7 71 1 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5 /16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 8 4 4131 R ROLLER TRACK 6 6063 -T6AL 6 64131 7 72 " " 1 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMII(3 /16 "A, .090 PVB, 3/16"Aj 10 7 71298 W WEEP HOLE COVER P POLYPROP. 7 71298 7 73 1 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3116 "A, .090 PVB, 3/16 "HS) 12 1 1626 - - A ADHESIVE OPEN CELL FOAM PAD 7 7PAD1626 7 74 1 13/16" LAMI IG•I/8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 13 4 4002 A A F FLANGE FRAME JAMB 6 6063 -T6AL 6 612225 7 75 1 13 /16 " LAMI IG- 3/16"A,3/16" AIR SPACE, 7 /16 " LAMI (3 /16 "A,.090PVB, 3/16 "A) 14 4 4134 G GASKET FOR MAIN FRAME SRL, JOINT 7 74134W/K 7 76 1 13/16" IAMI IG•3 /16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090PVB, 3 /16 "11S) 15 1 1155 # #8 X 1.000 • UAD PN. SMS I IIMEIMMIN 7 77 " " 1 13/16" IAMI IG- 3/16"A,3/16" AIR SPACE, 7/ 16"IAMI (3/16 "HS,.090PVB,3 /16 "HS) 16 4 4110 G G S SCREEN ADAPTOR 6 6063 -T5 AL 6 64110G 9 90 1 1014 S SCREEN FRAME (HOR & VER.) 3 3105 -H14 AL 17 4 4054 1 13 F FIXFDMEETINGRAIL 6 6063HD -T6AL 6 64054A 9 91 1 1630 S SCREENCORNERKEYW/RINGS P POLYPROP. 19 4 4066 - - W WSTP,.187 X 230, FIN SEAL 6 64066G 9 92 1 1631 S SCREEN CORNER KEY W /OUTRIN(S P POLYPROP. 21 4 4105 S SASH TOP & BOTTOM RAIL 6 6063 -T5 AL 6 612240 9 93 1 1073 S SCREEN SPRING S ST.ST. 22 1 1683 - - W WSTP,.250 X .270 BACK, FIN SEAL 6 616830 9 94 1 1624 S SCREEN SPLINE -.135 DIA. FOAM E EM PVC 23 2 225-1 - - R ROLJERHOUSING& GUIDE 4 42112HD 9 95 1 1635 S SCREEN SPLINE -.135 DIA. HARD E EM PVC 24 2 226 - - 0 01;r;1.Xy,0,301 4101:1yyLAIMMEMI B BRASS 7 7BRWHI2 9 96 S SCREEN C CLOTH _ 4128 H HORIZONTAL ROLLER SASH TOP GUIDE P POLYPROP. 4 44128N _ 4006 D D S SASHMEETINGRAIL 6 6063HS -T6 AL 6 64006 2 1235 W WSTP,.170 X 270 BACK, FIN SEAL 6 67S16G 2 7 710 1096 S SWEEP LATCH D DIE-CAST 7 71096 1016 # #8 X .625 PH. FL, SMS 7 7858 4126 S SASH SIDE RAIL 6 6063 -T5 AL 6 64126 2 2.624 .QBZ 1683 W WSTP,.250X 270 BACK, FIN SEAL 6 616830 7070 B BULB WEATHERSTRIP .187 X.275 6 67070K . 39 7 40 L LIFT RAIL COVER CAP 7 74078 "C"LORR 41 4 4139 L LP. FRAME HEAD 6 6063-T6 AL 6 64139 8 8 A 41 I.F. FRAME HEAD 42 4 4140 L LF. FRAME SILL 6 6063 -T6AL 6 64140 0 #4139, 6063-T6 43 4 50 G GRAZING SILICONE, DOW 899, 995 OREQUIVALF T 51 1 1224 V VINYL GAZINGBEAD BULB (THICK) 6 6TP247W,K r 52 1 1225 V VINYL GRAZINGBEAD BULB (THIN) 6 6TP248K 2 2.784 e 53 4 4039 1 13 G GLAZINGBEAD - 5/16" 6 6063 -T5 AL 6 64039B B •9K• 4 4044 1 13 G GLAZINGBEAD -5/16" W /GRIL.LKIT 6 6063 -T5 AL 6 644703 • Expiration Date 2X11' - •062 3 3.162 E By / Ll . . . . 55 • 4 4222 A A G GLAZING BEAD - 7 /I6" 6 6063-T5 AL 6 64222 B 56 • 9 985 C C C CLAZING BEAD -7 /16" W /GRII.LKIT 6 6063 -T5 AL 6 6985 . 1.988 . • 67 G GLAZINGBEAD - 13/16" 6 6063 -T5 AL 6 64067 1 I.F. FRAME JAMB 5/16" LA MI (118" A, . f • .090 P 43 I LSS 6 5/16" LAMI (1/8" HS, .090 PVE,1 /8" HS) f • • • • • • • • • • • • • • •• •••• • • • •• • •••• • • •••• • • •• • • • ••• • • • •• • • • • • •• • • • • •' • •• • • •• • •. • • • • • •• • • • • •••• • •• • •••• •• • • ••• •••• •wear •I•iK• • 1 FLANGE FRAME HEAD #4102A, 6063-T6 .490 j CDSASH STOP #4025, 6063 -T5 21 SASH TOP & BOTTOM RAIL #4133,6063 -T5 .050 GLAZING BEAD, 5/16" #40448, 6063 -T5 (USED W/ GRILL KIT) Dear 4/15107 aermrona 1. 1—,-2.710 O FLANGE FRAME SILL #4136, 6063-T6 .48 O HORIZ. ROLLER TRACK #4131,6063 -T6 .081 2 1.081 1-.— 32 SASH MTG. RAIL #4006D,6063HS•T6 1.187 050 � 678 1.096 1 55 GLAZING BEAD 7/16" #4222A, 6063-T5 52 O FRAME SILL ADAPTER #4137,6063 -T6 1.187 17 FIXED MEETING RAIL #40540.6063HD -T6 29r►1 SASH SIDE RAIL #4126, 6063 -T5 .050 1.115 1 1I 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED WI GRILL KIT) 513 -•-I 1 .738 0 SASH STOP COVER v #4053, 6083-T5 ]I-I+ -- 2.784 1.363 J 1 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 i5.111 878 1.098 1 �{ 53 GLAZING BEAD, 5/16" #40398,6063 -T5 .683 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 NO CHANGE THIS SHEET vsear F.K. Draw Sr F.IC Data 10/17/06 X3/06 Alex 2/28/06 Reratkerc &nag A txxaeri J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 1.0 BOX 1529 NOKOId9B, FL 34274 PGT Visibly Better EXTRUSIONS t"r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aetwuoam HR710 Seek Half 7 a 11 4127 -10 Ron C PRODUCT REVISED as complying with the Plaids Building Code Acceptance No O Expiration Dam Robert L. Ctark, P,E, PE 639712 Struduml • • • • • •• • • • • • • 000000 • •• •••• • • • •• • •••• • • •••• • • •• • • • ••• • • • • • •• • • • • • •• • • • • • • •• • • • • • • • ANCHOR QUANTITIES, XOX (114-112414) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE) & SUBSTRATE GLASS TYPESA,B,C,O,H,I GLASS TYPESD,E,F,J,K,L 2,3, WOOD 2 CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES TONES ZONES WINDOW SIZE yv v H HEAD & SILL rn 2 HEAD & SILL -, gi 2 HEAD & SILL rn 2 HEAD & SLL -, i HEAD & SILL u) 'A) HEAD & SILL 2. 0) TYPES: g A. 5/16" LAM - (118 °.0.090.1 /8` A) B. 5/16° LAMI - {1!8° A,.090, 1/8" HS} 53.125x 38.375 48.000 50.625 54.000 60.000 83.000 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 D. 5116° LAMI - (1/8° HS,.090 118" D. 7/16° LAMI - (3/16° .0,.090, 3116' A) A) 1 +C2 +1 +C2 +1 3 1 +02+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 +02 +1 3 E. 7/16" LAMI- (3/16'A,.090,3/16° HS) " 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 +02+1 +C2 +1 F. HS,.090, O 6"A 5/1 3 G 7/16' 16"LA LAMI G. 13116° LAMI IG -1/8° OR 3/16" A, 5/16° OR 318° SPACE, 5116' LAMI - (118' .0,.090,118° A) 1 +C2 +1 +02+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 H.13/16- LAMI IG -1/8° OR 3/16" A, 5/16" OR 3/8° SPACE, 5/16" LAMI - {118° A,.090,1/8" HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02 +1 +02 +1 3 1+C2+1+C2+1 3 1 +02+1 +02+1 3 1+C2+1+C2+1 3 I. 13/16' LAMI IG - 1/8" OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16° LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16° LAMI IG -118" OR 3/16° A, 3/16" OR 1/4° SPACE, 7116° LAMI - (3/16" A,.090, 3/16' A) 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 K. 13/16" LAMI SG -1/8' OR 3/16" A, 3/16' OR 1/4" SPACE, 7/16" LAMS - (3/16° A,.090, 3/16° HS) 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 +02+1 2 1 +C2+1 +C2+1 2 1 +02+1 +02+1 2 1+02+1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +2+02+1 2 L 13116° LAMI IG -1J8° OR 3118° A 3/18° OR 114' SPACE, 7116" LAMI - (3116° HS,.090, 3116' HS) 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2+2 +C2 +1 3 3. WINDOW ANCHOR QUANTI77ES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02+1 +C2 +1 3 1+C2+1+C2+1 3 1 +02+1 +02 +1 3 1+02 +1+02+1 3 1+C2+1+C2+1 3 1 +02+2 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02+1 3 1 +C2 +1 +C2+1 3 1+02 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +02+2+02+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+02 +1 +02 +1 3 1 +C2+1+C2 +1 3 1 +02 +1 +C2+1 3 1 +02 +1+02 +1 3 1 +C2+1 +C2+1 3 1+02+2 +02+1 3 25 3!4' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +C3+2 +C3+1 3 TABLE KEY: 74.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +2+C2+1 1 +C2+2 +C2 +1 2 1 +02+1+02 +1 3 1 +C2+1 +C2 +1 2 1 +02 +2 +02+1 3 1 +02 +2 +02+1 2 1 +02 +2 +02 +1 3 1 +C2 +2+02+1 2 1 +02 +2 +02 +1 3 1 +02 +2+02+1 2 1 +02 +2 +02+1 3 1 +02+2 +C2 +1 2 X O X 3 11 +03+4 +03+1 3 1-.-- - ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +02+2 +C2 +1 3 1 +02+1 +02 +1 3 1+C2+2+C2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2+02+1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2+1 3 1 +C2+1+C2 +1 3 1 +C2+2 +C2+1 3 1 +02 +2+02+1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +C2+2+C2 +1 3 1 +c2+1+C2 +1 3 1+02 +2 +C2 +1 3 1 +02 +2+C2 +1 3 1 +02+2 +02+1 3 1 +02+2 +02+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2+02 +1 3 1 +02+1 +02+1 3 1 +02+2 +03+1 3 1 +02+2 +02+1 3 1 +02 +2+C2 +1 3 1 +03+2 +q +1 3 PLUS (4) ANCHORS AT FOLD SECTION. ANCHORS TOTAL AT HEAD AND SILL 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +02 +1 2 1 +02 +2 +02+1 2 1+C2 +2+02+1 2 1 +02 +2 +02+1 r 2 1 +02 +2 +02+1 2 1 +02 +3+02 +1 2 (12) 1+02+2+02+1 3 1 +02+2+02+1 3 1 +02 +2 +02 +1 3 1 +02+2+02+1 3 1 +02+2+02 +1 3 1 +C3+3+q+1 3 (3" MIN. 0.G. ANCHOR SPACING) 1 +02+2 +02+1 3 1 +02+2 +02 +1 3 1 +02+2 +02+1 3 1 +02+2 +02+1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2+02+1 3 1 +02+2+02+1 3 1 +02 +2 +02 +1 3 1 +04 +3+04+1 3 125 314° max. ►�jf 3" MIN. - 1 tit 1 +02 +2 +02+1 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +02+2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +02+1 3 1 +03+2 +03+1 3 1 +02+2 +03 +1 3 1 +02+2+02+1 3 1 +02+2 +02+1 3 1 +04 +3+04 +1 3 1 +04 +3+04+1 3 3 r REF. PRODUCT r.EVSSED Iu c.il r,.'as with the Flotilla �A` a.. No 0•: .002 "��`o f i B9 `.i "J r X 0 X 106.375 x 38.375 48.000 50.825 •• • 54.000 •• • 80.000 • 63.000 1 +02+2+02+1 2 1 +02 +2 +02+1 2 1 +02+3 +02+1 2 1+02+3+02+1 2 1 +02+3+02 +1 2 1+02 +4+02+1 2 -� 1+02 +3+02+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+C3+1 3 1 +03+3 +03+1 3 1 +02 +3+02+1 3 1 +03+4+03 +1 3 MTG RAIL. TYP.,_ W/ QTY. OF (3) ANCHORS 1 +02+3+02 +1 3 1 +02+2 +02 +1 3 1 +02+3 +q +1 3 1 +C3+3+03+1 3 1 +03+3+03+1 3 1 +q +4+03+1 3 EXAMPLE CLUSTER 1 +03+3+03 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +03 +3+03+1 3 1 +04 +4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX I 1 +03+3+03+1 3 1+02+2 +C2 +1 3 1 +C4 +3+04 +1 3 1 +C4 +3+04+1 4 1 +q +3+03+1 3 1 +04 +4+04+1 3 1 +C3+3+C3+1 3 1 +02+2+02 +1 3 1 +04 +3+04 +1 3 1 +04+3+04+1 4 1 +04 +3+04+1 3 1 +C5+4 +05+1 3 25 3/4" 18.1O•x 38.375 di• ••• 48.000 • •••• 50.825 • •• 54.000 •••• 60.000 63.000 1 +02 +3+02+1 2 1 +02+2 +02 +1 2 1 +02+3+02 +1 2 1 +C2 +3+C2 +1 3 1 +02+3+02+1 2 1 +02 +4+02+1 2 �� -- I-13 1.12' IND 1 +02+3 +02+1 3 1+02+2+02 +1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1 +02 +3+02 +1 3 1+02+4 +03+1 3 9" REF. i l i t 1 t 1 1 ► i 0 i t 1 X n� Robert L, Clark. P.E. P6638712 Structural 1 +02+3+02+1 3 1 +02+2+02 +1 3 1 +03+3+03 +1 3 1 +C3+3+03+1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 X 1 +02+3 +03+1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +03 +3+03+1 3 1 +q +3+03+1 3 1 +04+4 +04+1 3 r 1 +03+3+02+1 3 1 +02+2 +02 +1 3 1404 +3 +04 +1 3 1 +04+3 +C4 +1 4 1 +q +3 +03+1 3 1 +04+4 +04 +1 3 MTG. RAIL, TYP. 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +04 +3 +04 +1 3 1 +04+3+04 +1 4 1 +C4 +3 +04 +1 3 1 +C5+4 +C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rosd Sr • R+0)8+ F. - • 4/15/07 X C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP.AOJ ANCHORAGE SPACING, XOX 1/4- 1/2 -1/4 T� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Oaf+ 10/11108 k¢ me 8 REVISE ANCHORAGE FORMAT, HEAD& SILL CLUSTERS 1fAe TECHNOLOGY ORNE NOKCMIS, FL 34275 ax " ADD DIMENSIONS GLASS TYPES G THRUL. P.O. � 1529 .K. Draw FiC 5113/08 2/ 810g SPACE 123/06 NOKOMIS,+134274 Visibly Better s°�'VOtlil HR71O S NTS 8°"�' 8 ' 11 °ivY61p�' 4127 -10 �" , C • • •••• • • • •• • • • • • •••• • • • •••■ • • • • • •• • • •• • • • • ••• • • • • • • • • • • • • • •• • • • • • 0 • • •• • • • • ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE) GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, ZONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL 2 HEAD & SILL -, f HEAD & SILL H 2 HEAD & SILL 4 h CO HEAD & SILL W 2 HEAD & SILL -, N 2. GLASS TYPES: A. 5/16' LAMI - (1/8° A,.090,1/8" A) -5 B. 5/16' LAMI - (118' A,.090,1/8' HS) 48.000 x 38.375 48.000 50.825 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +I +C2 +1 2 1 +02 +1 +C2 +1 2 C. 5/16' LAMI - (1/8" HS,.090, 1/8" HS) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+01+1 3 1 +{2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 D. 7/16° LAMI - (3/16" A,.090, 3/16' A) E. 7/16' LAMI - (3/16' A,.090, 3/16' HS) 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F.7 /16' LAMI - (3/18 °HS,.090,3 /16 °HS) 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 G. 13/16' LAMI IG -1/8° OR 3/16' A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8° X.090, 1/8' A) 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 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) 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 +CZ +1 +CZ +1 3 1 +03+1 +C3 +1 3 I. 13/16' LAMI IG -1 /8° OR 3/16° A. 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" HS,.090, 1/8' HS) J. 13/16' LAMI IG - 1/8' OR 3/16' A, 3/16° OR 1/4' SPACE, 7/16' LAMI X.090, 3/16• A) 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 - (3/16' 2 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) 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 L 13/16' LAMI IG -1/8' OR 3/16° A, 3/16" OR 1/4' SPACE, 7/16' LAMI - (3/16" HS,.090, 3116" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE BASED 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +I +C2 +1 3 1+02 +1 +02+1 AND ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +03 +1+03 +1 3 1 +02 +1 +C2 +1 3 1+02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +03+1 3 HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 60.000 83.000 66.000x 38375 48.000 50.825 54.000 80.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1+C2 +1 2 JAMBS: 9° MAX. 5 M4" FR MAX M CM CORNERS ROM CORNERS AND 22112" MAX O.C. 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02+1+02+1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 1+C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 X 0 X 1+02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1+C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1+03 +1+03 +113 I ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +02 +1 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 2 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +03+1 +03+1 2 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 2 1 +02 +1 +C2 +1 3 1 +03 +1+03+1 2 1 +C2 +1 +02 +1 3 2 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) 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1+03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +03+1 +03 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1+03+1+03+1 3 74.000 x 38.375 48.000 50.625 54.000 00.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1+02+1 2 1 +02 +1 +02+1 2 1+02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 F 125 3/4" MAX I -{ F+3' MIN 1 +C2 +1 +C2 +1 1 +02+1 +02+1 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1+02 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 3 t_ 9" REF. 3 PRODUCT REVISED as comniy c3 with ti a Florida Euild+sg Coda 8 5.0, 1 14t X 1 141 0 1 X 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1+03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +C3+1 +03+1 3 OF (3) ANCHORS 84.000 38.375 •• 48.000 • : 50.825 54.000 • e 60.000 • •• • 63.000 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +C2 +1 2 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 2 1+02 +1 +C2 +1 MTG. RAIL, 2 TYP.- CLUSTER W/ QTY. 1 +C2 +1 +C2 +1 1+02 +1 +02+1 3 1+02 +1 +C2 +1 31 +02+1 +C2 +1 3 1 +02 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +C3 +1 3 1 +03+1 +03+1 EXAMPLE 3 AcceptarcNoO - 3 (SHOWN IN TABLE KEY ABOVE) • .. "'cm Date P LI/ oQ Dada Pcodric! '' " 1+02 +1 +C7+1 3 1 +02+1 +C2 +1 3 1 +03+1+03+1 3 1+03+1 +C3 +1 3 1 +C2 +1+02+1 3 1 +C3 +1 +03+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1+03 +1 4 1 +C3+1 +C3+1 3 1 +C3 +1 +C3+1 3 r 25 3/4° MAX 1 +03 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 .- 1/2"TYP• I 88.4#7•t38.375 • 48.000 50.625 ••• • 54.000 • •• 60.000 • ••• 63,000 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1+02 +1 3 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 I --II I-.-3' MIN. 2 4 4 41 r'- y�o p7 _ Robert L Clark, P.E. PE639712 Structural 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 9° REF, r X 1 1141 O 1 X , .- 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 1+03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1+03+1 +03+1 3 , OF (4) ANCHORS 1 +02+1 +C2 +1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP. 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +C3 +1 3 1 +03 +1 +03 +1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. 4a.�eeI. .hIC!•M15/07 Resk(ms C UPDATETHSL EB, SELECTVALUESDUETOANCHORCAP.ADJ. 070 TECHNOLOGY 06IV5 NCKOMI8, FL 34276 P.C. SOX 1529 NOKOMIS, FL 34274 t> ANCHORAGE SPACING,XOX(1/3- 1/3 -1/3) HMI bate 10717/06 Rana= 6 REVISE ANCHORAGE FORMAT, HEAD& SILL CLUSTERS ra° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PRader + F.K. gbal° 1 5/13/08 R'"is`°" A ADD SPACE DIMENSIONS GLASS TYPES G 7HRU L caaae,er F.K earn 228/06 tledmdBy: J.J. oaae 323/06 I Visibly Better a.ncnreea HR710 '�` NTS >Ye2 9 d 11 e�10^'P 4127 -10 1bi C •••• • • • • • •• • • • • • •••• • • • •••• • • • • • •• • • •• • • • • •• ••• • • • • • • • 6 • • • • • •• • • • • • • • • • •• • • •,. ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 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,.OIXt,1/8 °A) B. 5/16° LAMI - (1/8" A,.090, 1/8° HS) C. 5/16° LAMI - (118' HS,.090,1/8' HS) D. 7116° LAMI - (3/16" A,.090, 3/16" A) E. 7/16' LAMI - (3/16° A,.090, 3/18' HS) F. 7/16° LAMI - (3116° HS,.090, 3116° HS) G. 13/16° LAMI IG - 118° 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 318' SPACE, 5/16" LAMI - (1/8°A,.090, 1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A, 5116° OR 3/8° SPACE, 5/16° LAMI - (1/8' HS,.090,1/8° HS) J. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16" OR 1/4' SPACE, 7/16° LAMI - (3/16° A,.080, 3/16' A) K. 13/16' LAMI IG - 118° OR 3116° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3116° 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 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. 183/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: O X ANCHOR TYPE > & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H Q0 W 6 = "8 m 2 5, ,, W( = "8 m 2 -Qa 0 W y = "8 m 2 5, M 1n _ °8 m 2 5, a0 ni W( = 05 m 4 -; Q0 W N _ "8 m 4 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+0'2 +1 2 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +03+1 3 1 +C2+1 3 1 +C3+1 3 1 +q +1 3 1 +C2 +1 3 1 +q +1 3 1 +q +1 3 1 +q +1 3 1 +q +1 3 1 +C3+1 3 1 +02 +1 3 1 +q +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 2+03+21 3 +- ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 f HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 1 +03+1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +03+1 1+03+1 3 3 1 +C2 +1 1 +q +1 3 3 1 +02 +1 1 +C2 +1 3 3 1 +q +1 1 +03+1 3 3 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. O.C. ANCHOR SPACING) 1 +q +1 4 1 +C2 +1 3 1 +03 +1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +q +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.375 48.00D 50.625 54.000 60.000 63.000 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C2 +1 3 1 +C2 +1 3 2 +q +2 3 1 +q +1 3 1 +C2 +1 3 2 +C3+2 3 1 +q +1 3 1 +C2 +1 3 2 +q +2 3 8314° MAX --.-11-..-3" MIN. 1 +q +1 4 1 +C2 +1 3 2 +03+2 3 1 +q +1 4 1 +C2 +1 3 2 +03+2 3 PRODUCT RL RSED as complying with ur. Florida Building Co,e Accepteac"No. 0815.Oej 1 +q +1 4 1 +q +1 3 2 +C4 +2 4 1 +q +1 4 1 +q +1 3 2 +C4 +2 4 9° REF. MTG. EXAMPLE CLUSTER g 1 +q +1 4 1 +q +1 3 2 +04 +2 4 1 +q +1 4 1 +C3+1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.825 • • • 54.000 • 60.000 • 63.000 • �►�4.Qb0 2 +02 +2 3 1+02 +1 2 2 +C2 +2 3 2 +C2 +2 3 1+02 +1 2 2 +02 +2 3 2 +C2 +2 4 1 +02 +1 3 2 +03+2 3 2+02 +2 4 1 +C2 +1 3 2+03 +2 3 RAIL W/ QTY. OF (3) ANCHORS 2 +03+2 2 +q +2 4 4 1 +C2 +1 1 +C2 +1 3 3 2 +q +2 2 +q+2 3 4 2 +q +2 2 +q +2 4 4 1 +C2 +1 1 +02 +1 3 3 2 +q +2 2 +03+2 3 4 (SHOWN IN TABLE KEY ABOVE) Expiration L ation Date 2 1 2011 , ": ado nwma • "✓ 2 +q +2 4 1 +q +1 3 2 +C4 +2 4 2 +03+2 4 1 +C3 +1 3 2 +C4 +2 4 1 +q +1 4 1 +q +1 3 2 +C4 +2 4 2 +C3+2 4 1 +q +1 3 2 +C4 +2 4 9° REF. lI } 183/4° I MAX. AX. x 38.375 •••• 48.000 •••• 50.625 ••• 54.000 0 es • 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 '2 2 +( +2 3 I -+- 1 1/2° TYP. I--.--3• MIN. 2 +q +2 4 2 +02 +2 3 2 +q +2 4 2 +q +2 4 2 +C2 +2 3 2 +q +2 4 I �� �4 o J Robert L Clark, P.E PE 838712 Structural 2 +q +2 4 2 +02 +2 3 2 +q +2 4 2 +q +2 4 2 +02 +2 3 2 +C3+2 4 r 2 +03 +2 4 2 +q +2 3 2 +04 +2 4 2 +q +2 4 2 +C3+2 3 2 +C4 +2 4 2 +q +2 4 1 +q +1 3 2 +C4 +2 4 2 +C3+2 5 2 +C3 +2 3 2 +C4 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +q +2 4 1 ++1 q 3 2 +C4 +2 4 2 +04 +2 5 2 +q +2 4 2 +C4 +2 5 •••• teas •�w • 4/1207 R°Htlps c c1lc.TABLE K TO s, a SELECT VALUES Due TO ANCHOR CAP. ADJ ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rand* Mks 10/17/06 R°v�ioiu S REVISE/WCHORAGEFORMAT, HEADB SILL CLUSTERS 1070 TECHNOLOGY DRIVE NoKOxna FL34;.: 6y •D�. F.K. 13/x8 Rom A ADD SPACE DIMENSIONS TO GLASS TYPES Q THRU L P.C. BOX 1029 F.K. 1 2128/06 J.J. 3/23106 1 NOKOMIS. Ft.34274 Vvtbly Bette. NR710 NTS 10 m 11 ° 4127 -10 °° C • • • • 000000 •• • ••••• • • ••••• • • 000000 • • •••••• • • • •••••• •••• • • • •• • •••• • • •••• • • •• • • • ••• • • 000000 • • • •• • • • • • •• • •••••• • • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 314• MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1A CONCRETE ANCHOR, NOTE 1 DETAIL A ji 1/4' MAX SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 14` MAX SHIM WOOD ANCHOR. NOTE 2 1 3/8° MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR NOTE 1 • •• • • • • • • • • • • •••••• •• •• • • •••••• • VI. 44 KS_ • • CONCRETE 114° MAX SHIM —al CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL F • 1 1/4' MIN. (1.5 KSI CMU) OR PER NOTE 1 Q (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO 0 TAPCONS EMBEDED 1 3/8° MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4' SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 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 ANCHOR TYPE 2 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 FLORIDA BUILDING CODE, CURRENT EDITION. J 13/4° EXTERIOR INTERIOR °MIN. E.D (H & SILL DETAILS A, B, C. D, & H) TYPICAL FLANGE FRAME JAMB SECTIONS •• •4•• • 000000 • a,' • F.K. •mar F.K 0ewdey F.K mmmBY F.K 1/4° /MAX. SHIM • NOOTTE1© - 1 13/4' MIN. E.D. TYP. 2x WOOD DETAIL C_ BUCK, DETAIL D NOTE 3 7 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4° MAX SHIM • 0 TYPICAL FLANGE FRAME SILL SECTIONS 1 318° MIN.© SEE NAILING - - � I DETAIL H (HEAD NAILING .131 DIA MIN. x 21/2' NAIL AT CORNERS AND 5'0.0. TYPICAL DETAILS G, H & 1. as Florida Ac "}t«*^^ No 0 on Dam DETAIL G (SILL) A DETAIL I (JAMB) A Q TYPICAL INTEGRAL FIN FRAME SECTIONS 0°4' 15/07 Thaa 10117/06 paw 5/13/06 2/28/08 Rar,ma: REVISE NOTES 1 & 2REGARD NGTRIMF/T HD. & EDMENT. C ADD 1.F. FRAME. CP10. NOTE 5 TO FBC, CURRENT EDITION' ReYb6xm: 8 REVISE EDGE DIST.. EMBEDMENT & SPIT. REFERENCES ReNAmn A ADD NOTE 5. aookedey, J.J. 3123/08 1070 TECHNOLOGY DRIVE NOxOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better ANCHORAGE DETAILS irvs ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half X11 a 11 4127-10 2// 7 Robert L Clark. P.E. PE 639712 Structural MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NO MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 M OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode Mountain Impact Systems by Pande Pan 11305 NW. -12S Stree Medley, FL 33178 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 Hi h V loci Hurric DESCRIPTION. APPROVAL DOCUMENT: Drawing No. W03 -64, titled "Series SMI -175 Aluminum Window Wall (L.M.I.) ", sheets 1 through 8 of 8, dated 08/11/2003 with revision c dated 09/26/2005, prepared by A1- Farooq Corporation, DATED 06/08/2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by •the r aiuf� ear vita' distributors and shall be available for inspection at the job site at the rkest oi°•thg•Itutidtg;Q:fieial. This NOA revises and renews NOA # 03- 0925.01 and consists of this• ttgez 1 Intl, idece pagece -land E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • .✓ • • • • • • • xpiratio Di i _ • Npprovalbate: November 15, 2007 Page 1 `0 • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • •• •• • • • • • • • • • • •• Smith Mountain Impact Systems by Pande Pane NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-64, titled "Series s SMI -175 Aluminum Window Wall (L.M.I.) , sheets 1 through 8 of 8, dated 08/11/2003 with revision c dated 09/26/2005 , prepared ed P P by Al- Farooq Corporation, DATED 06/08/2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.land TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3721 dated 03/26/2003, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #03- 0925.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind PressureLoading per FBC, TAS 203 -94 . 6) Forced Entry Test, per FBC 2411.3.2.1and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fit 3833 dated 08/05/2003, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3465 dated 7/17/2002, signed and sealed by James Worth, P.E. (Submitted under NOA #03- 0925.01) • • • • • • .. • • .. • ..• E -1 Jaime D. Cjasfeg, ..E. • • • • • • Chid', Proiiuct Coi,itol l=ivision • • • • • .. N0A RTo. 07- 0224.02 Hxj • • • lratiop Oatei' oventber 21, 2012 Approval Date: November 15, 2007 ••• • .....• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• .. • • • •• •• •• Smith Mountain Impact Systems by Pande Pane NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 06 /08/2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Inter layer" dated 05/04/2006, expiring on 05/21/2011. 2. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. F. STATEMENTS 1. Statement letter of conformance, no financial interest and independent, dated 04/26/2007, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report no. FTL 02051, issued by Fenestration Testing Laboratory, Inc., dated 8/8/02, signed and sealed by James Worth, P.E. (Submitted under NOA#03- 0925.01) 3. Laboratory compliance letter for Test Report no. r 1'L 3721 issued by Fenestration Testing Laboratory, Inc., dated 4/15/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) 4. Laboratory compliance letter for Test Report no. FTL 3833 issued by Fenestration Testing Laboratory, Inc., dated 8/7/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) G. OTHER 1. Notice of Acceptance No. 03- 0925.01, issued to Smith Mountain Impact Systems by Pande Pane for their Series "SMI-175 Aluminum Window Wall (L.M.I.) ", approved on 12/04/2003 and expiring on 11/21/2007. E -2 .. ••• • • •• • • • Jahn D. Gascop, .E. • • • • • , Chipf,.Pro$uct Claroi Division • • • • • .. :NQA go. 070924.02 • • • BVfiraikt0.0ate: •Novenaier 31, 2012 Approval Date: November 15, 2007 • • • •. ••• • •,_ •• •••. • •. • • • • • • • • •.• • • • • • • • •• .• • • •.• • • • ••• • • • • • • • • • • • • • .. .• ••• • • CONTINUOUS FRAME OR ASSEMBLED CORNER OPG. D.L OPG. D.L OPG. \ \ \ SEE 'SMITH MOIiM� IMPACT DOOR NOA FOR DOOR RATING & DETAILS. 5' 3 3/8' HEAD /SILL CORNERS — 5' •••• • • • • •• • • •• • • • • BI •814— 72-5 - - -A] JM_._ INDOW WALL 5' • • SE • • • • STOREFRANT SISTEM IS RA:ED TOR liARGE MISSILE • SHUTTERS .5J E NOT REQUIRIDe • • • • • • CODE �QUIR�AINTS FOR SAIV.SUA000 MUST BE OBSERVED. • • • • •• • • REQUIREMENTS FLORIE CTOEDSE TE 2004 EDITIONY INCLUDING E GH VELOCITY HURRIIANE ZONE • • WOOD BIJCIIS BY O•HERS, MUSI•AE•AACHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • ANCHORS SHALL BE AS LISTED, SPICED AS SHOWN ON DETAILS, ANCHORS • • 4 • • • EMBEDMENT jc,BASEi••'N'TER1LL swam! lit 40ND WAJ1_ DRESSING 00 STUCCO. • NCHOORIRPG O OLO•u1�,NG COVRIOIS•NOT SHOWN IN THESE DETAILS TTHH APPRWAL• • • •A LOAD DURATION INBREASE IN Al 0WABLE•SR+tss S USED IN DESIGN OF ANCHORS QA0• 10!t ONLY. • WTERWS WCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 11 3/4' MAX SILL ANCHORS AT EACH SIDE OF MUWON- SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. r ` SEE DOOR NOA \__FOR DOOR FRAME ANCHORS CAPACITY .STEP 1 .STEP 2 STEP 3 STS DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCIY. BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN 1.0A0 CAPACITY OF DESIRED GLASS SIZE. CHECK MUWON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEETS 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D.L OPG. SEE SHEET 2 ® 1 J 1 1 1 1 1! 0 a 0 7/ 3 3/8' HEAD /SILL CORNERS L 11 3/4' MAX. HEAD /SILL 8 LAMINATED GLASS LARGE MISSILE IMPACT Engr•. OR. HUMAYOUN FAROOQ STRUCTURES FT.A PE i 16597 C.A.N. 3538 PRODUCT REVISED as Plying with 14a Florida &Acting Code A ceplanse /ato F7 /fz i By Mann Product auhoi Division z 3 N 0 50 Y D 9 a ti 0 C 2 i drawing no. W03 -64 sheet 1 of 8 • GLASS LOAD CAPACITY - PSF oo 6 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'Jr GLASS TYPE 'C GLASS TYPE 'D' GLASS TYRE 'E' NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'D' MASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE '6" D.LO. WIDTH D.LO. HEIGHT EXT.( +)&21T.( -) EM.( +)&INT.( -) DR.( +)&WIT.( -) EXL( +)&NT.( -) EXT.( +)&91T.( -) D.LO. WIDTH O.LO. HEIGHT EM.( +)&INT.( -) EXT•( +) 66N1'.( -) EXT,( +) &NT•( -) EXL( +)&INL( -) EXT.( +)&NT.( -) 20" 26" 32' 38" 44" 50' 56" 60" 88' 74' 63.0 63.0 120.0 100.0 90.0 20" 26' 32' 38" 44' 50' 56' 60' 66' 98' 83.0 83.0 120.0 100.0 90.0 63.0 63.0 120.0 100.0 90.0 63.0 63.0 120.0 100.0 90.0 63.0 63.0 120.0 100.0 90.0 63.0 - 100.0 100.0 90.0 63.0 63.0 108.9 100.0 90.0 63.0 - 100.0 100.0 90.0 63.0 - 100.0 100.0 90.0 83.0 - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 63.0 - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - 20" 26" 32' 38" 44" 50" 80 63.0 63.0 120.0 100.0 90.0 20" 28' 32" 38' 44' 50' 58' 80" 104" 63.0 63.0 120.0 100.0 90.0 63.0 63.0 120.0 100.0 90.0 63.0 83.0 120.0 100.0 90.0 83.0 63.0 120.0 100.0 90.0 63.0 - 100.0 100.0 90.0 63.0 - 100.0 100.0 90.0 63.0 - 100.0 100.0 90.0 83.0 - 100.0 100.0 90.0 63.0 - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 63.0 - 1''.. 100.0 - - - 100.0 100.0 - �11It� - - 100.0 100.0 - - - 100.0 100.0 - - - , .0 ' - 100.0 - 20" 28' 32' 38' 44` 50" 58' 110" 83.0 83.0 120.0 100.0 90.0 28" 32" 38" 44' 50" 56" 60" 68" �• 63.0 63,0 -•. . 100.0 90.0 63.0 63.0 120.0 100.0 90.0 83.0 83.0 120.0 100.0 90.0 93.0 - 100.0 100.0 90.0 63.0 63.0 120.0 100.0 90.0 63.0 - 100.0 100.0 - 83.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 83.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 83.0 - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - 20" 26' 32" 38' 44' 50" 55" 116' 63.0 83.0 120.0 100.0 90.0 - - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 20' 28' 32' 36" 44' 50' s6" 90" -66 92' •••• • • • •• • 63.0 53.0 120.0 100.0 90.0 83.0 - 100,0 100.0 - 63.0 93.0 120.0 100.0 90.0 - - 100.0 100.0 - 63.0 63.0 110.8 100.0 90.0 - - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 - - 97.9 100.0 - 83.0 - 100.0 100.0 90.0 NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). 63.0 - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - - • •• - 100.0 100.0 - • • • •• •••• • • •••• 1/4' A. GLASS • T21 •UVEKOL -L.o • • • • 1r'4' ANN. GL • • • • • •••• • •• • • •••i •••91y • • g•9 •91Z • •••• • • • •• • • • •• • • • • ••• •• • 0 GLASS TYPE 'A' 1/4" ANN. GLASS .090' INTERIAYER SAFLOX /KEEPSAFE MAXIMUM 1/4' ANN. GLASS 1/4" HEAT STREN'D GLASS .120' UVEKOL -UQ RESIN 1/4' HEAT STREN'D GLASS GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS 5/16" HEAT STREN'D GUS .120" UVEKOL -UQ RESIN 1/4" HEAT STREN'D GLASS D.LO. D.LO. WIDTH 6H 1/4' HEAT STREN'D GLASS .090' INTERLAYER SAFLEX /KEEPSAFE MAXIMUM SOLUI41 i 1/4" HEAT STREN'D GLASS Al /III` G1400 TYPEJE' u 1 3 a o� t Cdddii a2 5 D O a S Ca 1 fdrawing no. W03 -64 sheet 2 of 8 oo 6 WP L ci 1/4' HEAT STREN'D GLASS .090' INTERLAYER SAFLEX /KEEPSAFE MAXIMUM SOLUI41 i 1/4" HEAT STREN'D GLASS Al /III` G1400 TYPEJE' u 1 3 a o� t Cdddii a2 5 D O a S Ca 1 fdrawing no. W03 -64 sheet 2 of 8 1 • •••4 • ••• • • • • ••• •• • •• • ••• • ••• • • • MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT EEINFORCING 100E REINFORCING NOMINAL DIMS. 14THODT REINFORCING 1111 REINFORCING WIDTH COO FRAME HEIGHT Ex .( +) TNT.( -) IXi.( +) INL( -) WIDTH (W) FRAME HEIGHT Exr.( +) TNT.( -) ExL.( +) mg-) 24' 30" 36" 42' 48" 54" 60" 66" 72" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 90.0 100.0 24" 30" 38' 42' 48" 54" 60" 66" 108" 100.0 100.0 100.0 120.0 90.3 60.3 100.0 120.0 78.3 76.3 100.0 120.0 66.5 88.5 100.0 119.8 58.3 59.3 90.0 100.0 90.0 100.0 90.0 99.2 90.0 92.5 24" 30" 36" 42" 48' 54" 60" 66" 78" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 90.0 100.0 24" 30" 38" 42" 48" s4" 60" 114" 94.7 94.7 100.0 120.0 76.5 76.5 100.0 120.0 64.6 64.5 100.0 120.0 562 58.2 100.0 100.0 90.0 100.0 90.0 96.0 88.0 88.0 100.0 100.0 90.0 100.0 24" 30' 36" 42" 48" 54" 60' 86' 84" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 119.9 24" 30" 38" 42" 48' 54" 60" 120' 81.1 81.1 100.0 120.0 65.4 65.4 100.0 120.0 55.1 55.1 100.0 120.0 47.9 47.9 90.0 100.0 90.0 95.3 85.9 85.9 78.7 78.7 99.9 99.9 90.0 100.0 90.0 100.0 24" 30" 36" 42" 48" 54' 60" 68' 90" 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 98.7 98.7 100.0 120.0 90.2 90.2 90.0 100.0 90.0 100.0 90.0 100.0 9 9 6 24" 30" • 38' •• • 42" • 48" s 80" •• 68" • • 24" 30" ••36. •42' • :or 54' •• •60" 88' • • •••• • • •• • •••• ••• • • •• • • • ••• • 100.0 100.0 100.0 120.0 100.0• 1qp,D 100.0 100.0• 000.0 • 100.0 95.0 95.0 • 100.0 120.0 120.0 120.0 84.0 • 949 • 90.0 77-3 77-3 • . • 1 • 90.0 90.0 90.0 • • • 102" 100.0 • • alt N 100.0 100.0 •10%0. 100.0 91.1 •$1.1•• 100.0 79.5 79.5 100.0 71.1 0•11•1 90.0 •• • • • • • •• - ••N• II 90.0 • • • - • -• 90.0 - • IF •90.0 • is 100.0 100.0 100.0 100.0 120.0 120.0 120.0 120.0 100.0 100.0 100.0 100.0 l__Il f�1 � I� I� MILTON MOLUON 7/0 REINFORCING 1/ REINFORCING WI WIDTH (W) _ W2 W1 + W2 2 Division 12 v 1 9 11 drawing no. 03 -64L sheet 3 of g • ••• • ••• • • • ••• • • • •• • ••• • ••• • • • ' MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. 111TEOLTT REINFORCING RITE REINFORCING NOMINAL DIMS. WIPEOUT REINFORCING •172 REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) iNL.( -) E%T.( +) TNT.( -) WIDTH (w) FRAME HEIGHT EXT.( +) INT.( -) EXT.( +) INT.(-) 24" 30' 38" 42" 48" 54" 60" 66" 72" 100.0 100.0 100.0 120.0 24" 30" 38" 42' 48" 54" 80" 68" t 00" 100.0 100.0 100.0 120.0 87.7 87.7 100.0 120.0 100.0 100.0 100.0 120.0 73.1 73.1 100.0 120.0 100.0 100.0 100.0 120.0 62.7 62.7 100.0 119.9 100.0 100.0 100.0 120.0 54.8 54.8 90.0 100.0 100.0 100.0 100.0 120.0 - - 90.0 99.1 100.0 100.0 100.0 120.0 - - 89.2 89.2 100.0 100.0 100.0 120.0 - - 81.1 81.1 100.0 100.0 100.0 100.0 24" 30" 38" 42" 48" 54" 60" 66" 78' 100.0 100.0 100.0 120.0 24• 30" 36' 42' 48" 54" 80" 114" 93.2 93.2 100.0 120.0 74.6 74.8 100.0 120.0 100.0 100.0 100.0 120.0 82.2 82.2 100.0 120.0 100.0 100.0 100.0 120.0 53.3 53.3 90.0 100.0 100.0 100.0 100.0 120.0 - - 90.0 100.0 100.0 100.0 100.0 120.0 - - 89.0 89.0 100.0 100.0 100.0 120.0 - - 80.1 80.1 97.2 97.2 90.0 100.0 88.4 88.4 90.0 100.0 24" 30" 38" 42" 49" 54" 80" 120" 79.9 79.9 100.0 120.0 84.0 64.0 100.0 120.0 24" 30" 36" 42' 48' 54" 60" 66" 84" 100.0 100.0 100.0 120.0 53.3 53.3 100.0 120.0 100.0 100.0 100.0 120.0 45.7 45.7 90.0 100.0 100.0 100.0 100.0 120.0 - - 90.0 90.3 100.0 100.0 100.0 120.0 - - 80.3 80.3 100.0 100.0 100.0 120.0 - - 72.3 72.3 92.2 92.2 100.0 119.9 83.0 83.0 90.0 100.0 - - 90.0 100.0 ��1 1_ r= 24" 30• 38• 42' 46' 54• 80" 66• 90' 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 89.5 89.5 100.0 ' 120.0 79.8 79.8 90.0 100.0 MOUTON MULLION 1110 REINFORCING 6/ REINFORCING - - 90.0 100.0 - - 90.0 100.0 24" 30" 38• • 42' • • 48" • • •60" 65" •••• • • • • • • 96" •••••• •••• • 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 89.1 • 8%1• 100.0 120.0 78.0 • *8.0 4 90.0 100.0 69.3 - 69.3 4 90.0 100.0 - • - 1 90.0 100.0 • - • • CO •4 90.0 100.0 24" ••30• • • 38" • • 42' • 4. • 0 544 •B0• ••66' • •••• • • • • • • • • • •• • 100.0 100.0 100.0 120.0 100.0.1 0 • 100.0 120.0 85.8 • • agr6. 4 100.0 120.0 74.4 • igg4M• 100.0 120.0 65.1 • • • IS1.I 90.0 100.0 - - 90.0 100.0 - ••:'•• 90.0 100.0 - •••••6 90.0 90.9 6 • •• • • ..•••• • • •• • • • • • INTERMEDIATE HORIZONTALS W1 WIDTH (w) 912 w1 + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE ROA 1 I 1 � �� I 1 I A ) I/ 1 1 '11 WI 0I i 001 W1 WIDTH (w) 912 w1 + W2 2 SMITH MOUNTAIN DOORS SEE SEPARATE ROA L w1 -J ,ATM (W) W1 + 002 2 WIDTH (W) W1 + w2 2 SI M MOUNTAIN DOORS SEE SEPARATE NOA/ 1 I 1 � �� I 1 I A ) I/ 1 1 '11 L w1 -J ,ATM (W) W1 + 002 2 WIDTH (W) W1 + w2 2 SI M MOUNTAIN DOORS SEE SEPARATE NOA/ WIDTH (W) Zt 002 E OR. WAIMOUN F*M000 STRUCIURES RA. PEI 16557 C.A.N. 3536 PRODUCT REVISED es complying with the Florida ..c No Espi0tion.otc 1�Fi /1-• BY Miami Division z SF ig x q paeo 43404 tre .0 1. 1001p�1_ Q Weil F - U1 1" m .%1 drawing no. W03 -64 (sheet 4 of 8 r -- ,-1 7 I I 1 / 1 7 4 .I I� I I I / /I `\ 1 1 / ICI I _ I WI W2 001 WIDTH (W) Zt 002 E OR. WAIMOUN F*M000 STRUCIURES RA. PEI 16557 C.A.N. 3536 PRODUCT REVISED es complying with the Florida ..c No Espi0tion.otc 1�Fi /1-• BY Miami Division z SF ig x q paeo 43404 tre .0 1. 1001p�1_ Q Weil F - U1 1" m .%1 drawing no. W03 -64 (sheet 4 of 8 ANCHOR LOAD CAPACITY - PSF QT.( +) & off.(-) ANCHOR LOAD CAPACITY ..- PSF Exr.( +) & tor.(-) (� U 116 14 c 0. 0 NOMINAL DIMS. ANCHORS TYPE "A' ANCHORS TYPE "8' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' --- ° °° °�° -- II AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 12313 S.W. 67 AVE MIAMI, FLORIDA 33174 TEL (SOB) 2848100 FAX. (308) 282.8978 WIDTH (8) FRAME HEIGHT A2 A5 A4 B2 B9 WIDTH (Y/) FRAME HEIGHT A2 A5 A4 B2 B9 24' 30' 36' 42" 48' 54" 60' 68' 72' 120.0 120.0 120.0 120.0 120.0 24" 30' 36" 42" 48' 54' 60" 66" 108' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 83.6 120.0 120.0 117.0 120.0 107.4 120.0 120.0 120.0 120.0 71.6 107.4 120.0 100.3 120.0 94.0 120.0 120.0 120.0 120.0 62.7 94.0 120.0 87.8 120.0 W1 W2 83.8 120.0 120.0 117.0 120.0 55.7 83.6 111.4 78.0 117.0 75.2 112.8 120.0 105.3 120.0 50.1 75.2 100.3 70.2 105.3 WI W2 11113114 (1I) + 2 68.4 102.5 120.0 95.8 120.0 45.8 68.4 91.2 63.8 95.8 24' 30" 38' 42' 48' 54" 60" 68' 78' 120.0 120.0 120.0 120.0 120.0 24' 30' 36' 42' 48' 54" 60" 114' 118.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 95.0 120.0 120.0 120.0 120.0 115.7 120.0 120.0 120.0 120.0 79.2 118.7 120.0 110.9 120.0 99.2 120.0 120.0 120.0 120.0 87.8 101.8 120.0 95.0 120.0 88.8 120.0 120.0 120.0 120.0 59.4 89.1 118.7 83.2 120.0 77.1 115.7 120.0 108.0 120.0 52.8 792 105.5 73.9 110.9 69.4 104.1 120.0 97.2 120.0 47.5 71.2 95.0 685 99.8 1 SERIES SMI -175 ALUM WINDOW WALL (LM.I.)) SMITH MOUNTAIN IMPACT SYSTEMS 11305 N.W. 128 STREET MEDLEY, FL. 33178 TEL. (305) 888 -8288 M. (305) 888 -6289 63.1 94.7 120.0 88.4 120.0 24' 30" 38" 42' 48' 54' 60" 120' 112.8 120.0 120.0 120.0 120.0 24' 30' 38" 42' 48" 54" 60" 68' 84" 120.0 120.0 120,0 120.0 120.0 90.2 75.2 120.0 112.8 120.0 120.0 120.0 105.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ■• •■ 5' 107.4 120.0 120.0 120.0 120.0 845 96.7 120.0 90.3 120.0 5' 5• 92.1 120.0 120.0 120.0 120.0 56.4 84.6 112,8 79.0 118.5 80.6 120.0 120.0 1129 120.0 50.1 75.2 100.3 702 105.3 °' 71.8 107.4 120.0 100.3 120.0 45.1 67.7 90.2 63.2 94.8 64.5 98.7 120.0 90.3 120.0 ANCHORS TYPES. SEE SHEET 6 FOR DESCRIPTION AZ. H2. 58.8 87.9 117.2 82.1 120.0 24' 30" 38" 42' or 54" 60" 86' 90" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.3 120.0 120,0 120.0 120.0 A2 ° (2) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON 85.9 120.0 120.0 120.0 120.0 B2 ° (2) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON A3 ° 3 ANCHORS TYPE 'A' AT EACH SIDE OF MUWON B3 ° (3) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON 2 1/2" ••• u• 5 - 2 1 /2' 75.2 112.8 120.0 105.3 120.0 68.8 100.3 120.0 93.6 120.0 2 1/2" 80.2 902 120.0 84.3 120.0 ON A4 ° (4) ANCHORS TYPE "A' AT EACH SIDE OF MUW 2 1/2" c° m 1 54.7 82.0 109.4 78.6 114.9 81 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 11- 24" 30' 38' 42" 46" • 1 • •,54. - •i ' 86' • •••• • • • • �' • •••• •••••• 120.0 120.0 120.0 120.0 120.0 112.8 120.0 120.0 120.0 120.0 94.0 120.0 120.0 120.0 120.0 80.6 120.0 120.0 112.9 120.0 70.5 • 10• 120.0 98.8 1200 2 1/2" 2 1/2' 82.7 • •94.0,•120.0 • 87.8 120.0 56.4 • 84.6 112.8 79.0 118.5 ■rr ■uu 12 1/2' r 51.3 • 19.9 • 102.5 719 107.7 5' 24' • •.30' 36' ••• • 42' • • •�• •S4• • • •60' •88' • • • • • • • ••• • 102" • 124.0 • Mlat• • 124.0 120.0 120.0 2 1/2' C ..8� m >�p 5 n c 1082 120.0 120.0 120.0 _ 2 1/2 58,5 • •1j0.0• 12e) • 120.0 120.0 120.0 2 1/2" A4 2<mV 75.8 113.7 • 120.0 1062 120.0 +�.- T la $ `-' -. Y a `J 1 S `J 66.4 • ••>�a • • 120.0 92.9 120.0 • • • 59.0 •✓ § • 118.0 82.6 120.0 �� �STRIICNRES FAR0o0 JUN -82D07 PRODIJCT REVISED as complying odd] the Plod -, Building Code Aaoce No �s .t :.:7?aco iFFt P - . q,':: ` Pmdn« Dlvieiaa 53.1 79.8 1082 • 98.5 74.4 67.8 111.5 101.4 48.3 7�.4 ■••• •• • • • • • • • • • • • • • • • • drawing no. W03-64 (sheet 5 o 5 • • TYPICAL ANCHORS TYPICAL ANCHORS e SEE ELEV FOR SPACING • 1 B WOOD BUCKS 0 J o �!t yl 1,1 0 0 ol••• • a •• • • • • • • • • • •••• • •••• • • • ••• a••• • • • •• 0 •••• I • •, ...• • • •••rai • •• •r: • ° • b ..VA• ..TYPICAL ANCH F S FOR SPACING 11 0 0 0 SEE ELEV. FOR SPACING TS TYPICAL ANCHORS e•SEE ELEV. FOR SPACING a4.., q a4. 2BY WOOD BUCKS e n'Q. METAL STRUCTURE sP"..11111M/ 1.,,■111Teg MITTI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY SMITH MOUNTAIN MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE W- 1 /4° DIA TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. TYPE 'B'- 114° DIA. TAPCON$ DIRECTLY INTO MASONRY OR CONCRETE 1 -1/4° MIN. EMBED INTO MASONRY OR CONCRETE TYPE 'B'- #14° SMS OR 1/4° SELF DRIWNG SCREW INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO CONCRETE AND MASONRY = 3° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4* MIN. Engr: DR. HUMAYOIRS FAROOG STRUCTURES FAA PE # 18557 CAN. --s PRODUCT REVISED as complying with the Florida Building Code Ann No �y - +r °, L�If?7F li 6 S drawing no. W03 -64 (sheet 6 of 8 • ••• • • • • ••• 1•• ••1•• • 1•• • • • • • • • • ' TYPICAL ANCHORS SEE ELEV. FOR SPACING l/4' MAX. ■es l/4' MAX. SHIM D.L OPG. EXTERIOR UNIT WIDTH D.L OPG. 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SHIM •••• • • • •• • • •• • • • •••• • • • • •••• • • • • • • • •• •• •• • • • • • • ••• • • • •••• • '• • • •••• • •• • • • • • •• • • • • • •• • • • • • FULL LENGTH REINFORCING OPTIONAL SEE CHART ON SHEETS 3 & 4 FOR CAPACITY D.L. OPG. D.L OPG. 0 L r SEE 'SMITH MOUNTAIN' —IMPACT DOOR NOA FOR DOOR RATING AND DETAILS 4 .v. =neap L PRODUCT REVISED as complying with dm Fiwi Building Code Acceptance No0 Exphation Dam ta1E.., Division Caned 9. 0 0 E 0 9 B S drawing no. W03 -64 (sheet 7 of 8 ) l -,I I I I i �I1II • I 1 1 II i .1.- L r SEE 'SMITH MOUNTAIN' —IMPACT DOOR NOA FOR DOOR RATING AND DETAILS 4 .v. =neap L PRODUCT REVISED as complying with dm Fiwi Building Code Acceptance No0 Exphation Dam ta1E.., Division Caned 9. 0 0 E 0 9 B S drawing no. W03 -64 (sheet 7 of 8 ) • • • • • FRAME HEAD /SILL/JAMB rood 1 PART / QUANTITY DESCRIPTION MAMMAL MANP. /SDPr/.Z Il/2636M1;3 1 SMI -001 AS RE00. FRAME HEAD /SILL/JAMB 6063-TO SMRH MOUNTAIN 2 SMI -003 AS READ. INTERMEDIATE SNAP -IN 6083 -T6 SMITH MOUNTAIN 3 SMI -004 AS REOD. FLAT FILLER 8063 -T8 SMITH MOUNTAIN 4 SMI -002 1/ CORNER GLASS STOP 6063 -T5 SMITH MOUNTAIN 5 SMI -G01 AS READ. GLAZING CASKET EPOM 70 ±5 GLAZING RUBBER PRODUCTS 6 SMI -003 AS READ. SETTING BLOCK (1/4' X 1/2" X 2" LONG) EPDM 70 ±5 FRANK LOWS 7 1/4 -20 X 2 -I/4' AS REOD. MULLION SCREWS WITH NUT & WASHER - AT 9' FROM ENDS & 24' O.C. 8 f 12 X 1 -1/2' 2 PER CORNER FRAME ASSEMBLY SCREWS - HEX H SELF DRILLING 9 SMI -002 - ADHESNE FOAM TAPE (1/4" X 1/2') — FRANK LOWS /BUTNICK 10 995 - GLAZING COMPOUND - DOW CORNING 108 895 - GLAZING CONFOUND - PECORA 11 - - REINFORCING CHANNEL STEEL 1 -3/16' X 4 -1/16' X 1- 3/16" X 3/16' THK. 12 - - REINFORCING CHANNEL STEEL 3/4" X 3 -5/8' X 3/4' X 1/8' 9' LONG AT ENDS INTERMEDIATE SNAP —IN • • POCKET FILLER ••. • mss• • • • • • • 1-L711'•7 -T • • • •••• 125- _ • •• • • • • • • • • 12 • • • • • • • 18• • WEDGE —IN GASKET SCALE 1:1 • • • • • • • • • • 11 • • • • • POCKET FILLER ® GLAZING STOP C 8 S U drawing no. W03 -64 (sheet 8 of 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE. OF ACCEPTANCE (NOA) GT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildlnecode 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 Velo DESCRIPTION: eries "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259- tit e• "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, 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 Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75 ". and /or----Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1". and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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 manpfar L r ctr its distc/ljutof% and shall be available for inspection at the job site at the request of the Building Onacia1.• • • • • • • • • This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. •• • • ••• ••• ••• • • • • • • • • • • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • • • • • • • • • • • • • .- • • • • NOW No•08- 111210 Expiration Da Applual•DatetiJgpnLarajt, 099 • MIAMM ADE COUNTY S1a APPROVED • • • • • • Pgge1• • • . ••• • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. O1'lihR 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 •• ••• ..• • • • •• • • • •.•••• • • • • •• • • • • ••• • Ishaq I. Chanda, P. E. • • P. oduct Gontsel•Exatniner • • • :. • : 140A N408- 111510 • Expiration bate: i ebruary f9,%014 : • Approval Date: January 08, 2809 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • *0 •• ... • • • ••• • • •••• • • • • •• • • • • • • • • • • • • •••• • • •••• • • •. • • • ••• • • • • •• • • • • • •• • NOTES: LARGE MISSILE WINDOWS 1.G .GO A. 7/1 INATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENE GLASS 11 .:►,rg - - • p -•cl -7 1 - u r ►11 11 • 4 B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/18" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN -THE DESIGN OF THIS PRODUCT. MATERIALS, A.1 INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRE 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS UST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 r&E ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200054LUMINUM DESIGN MANUAL 4-rzllsI% 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •• •• • • • • • . • • •• •• • • •••• • • •••• PRDdi=CTRENEWED escomplying WM tie plerMa Iltddbg Cade Motplame °e D4_ 1y $' QN DMatoa isopucrasvisEn compbtas with Ike ww SaitlaS w0 "=,.- ..,,. Dale 3e7fr Product Carnal a sparse As CI a+d.icas 8 Rib" A NCHON3O E Wig" BMAN)DREYDSE ONANECRAGE REDUCE ANCHOR SPACING • • Oman* Dale FJG 7H4103 C4doda,: Dew 1070 TECHNOLOGY DRNE NOKOWS. FL 34278 F.O. BQX 1628 NOKOAOB. FL 34274 NOTES .13 =— ALUMINU PI PICTURE WINDOW, IMPACT Via* Better 8."' * am" be.e a°.,e,e PVK701 I /VT.S I 1 s 12 4259 -4 Robert L Cdr. P.E. PE #39712 Structural • • • • • • • • • ••••• • • • • • • • •••• • • • •• • •••• • • •••• • • •• • • • ••• • • • • • •• • • • • • •• • • • 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE • •• �• • • • • • • • • •• • • • •••• • ••• • •••• • 11.11, Igo 0 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16° NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOW 1 1/16° LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 0 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED aaDao1W3 Drmm PRODUCTREVJSED as combing with Se Florida %MOTs Code .AmplanoeNn O -. - 04 Dale ci`ac�f7G . ritudnot Oahu! 04 Roisters Reniskaw S NO CHANGE THIS SHEET Rodsbas NO CHANGE nos SHEE- Omer cone FJC 7/14/03 1070 7EC16VOLOGYDRIVE NOKC141S FL34276 P.O. SOX 1678 NOKOMIS, FL 31274 Pidir Virlbly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT FULL Shot 2 d 12 I 4259-4 B �67 - Molt, P.E. PE #39712 Sbuchael 41..sintr Irk •••• • • • •• • •••• • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. • II • • FAN MAX. SIZE = 96° X 47" OR MAX AREA = 24.47 SQ. FT. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. 11111 EYEBROW MAX SIZE = 96 "X48° OR MAX AREA = 31.99 SQ. FT. •••• HALF CIRCLE • • I • • MAX SIZE = 96" X 48" • OR MAX AREA = 25.13 SQ. FT. • •• • • • ••• • • • • • •• • • • • • •• • • • •• •• • • •. IT: A •.EQI�iiNCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 96" MAX QUARTER CIRCLE MAX. SIZE =68 °Xfir OR MAX AREA = 25.22 SQ. FT. ELLIPTICAL MAX SIZE =96 "X47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 48" MAX 44 1/4° MAX DLO - 921/4" MAX DLO RECTANGLE MAX. SIZE = 48" X 96" MAX. SIZE = 48° X 96° OR MAX AREA = 3028 SQ. FT. MAX. SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. e ° � � BaoNae�r +..��� 2j � ?oo b iE Oraliee Division PRODUCT REVISED as mmplyingwhit the Hada Baling Code Maytag* No Ezpliralisu Date Rose,: 1 FJC• . Roller 1116 o er FIG mee Deer • 4/441 Rwrone Ian fff5V3 UPDATE ANCHORAGE NOTE Rsviskor A NO CHANGE THJSSHEET 0aer 7/14W Dew 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. go( 1529 NOKOMIS, FL 30074 Pc �T Visfhy Better FLANGED ELEVATIONS Take ALUMINUM PICTURE WINDOW, IMPACT eaeeebfe PW-701 sere sera NTS 3 .1 12 4259-4 I B /71, 5./ Robert L Clark, P.E PE 1119712 Strucfmal • • •• • • • ••• • • • •• • •••• • • • • •• • • • • •• • ••• • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 68" X 68° OR MAX. AREA = 25.22 SO. FT. MAX. SIZE = 60' BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. • • • HALF CIRCLE • FAN ELLIPTICAL MAX. SIZE = 96" X 47° OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 96° X 47' OR MAX. AREA = 24.47 SQ. FT. EYEBROW MAX SIZE = 96" X 48" OR MAX AREA = 31.99 SQ. FT. 981/4° FRAME O.D. 96" MAX. ®� 50 1/4" FRAME 0 D. 45 1/4° MAX. DLO • • MAX SIZE =98 "X48' •• •• • OR MAX. AREA = 25.13 SQ. FT. • •••• • • ' • NOTE: 931/4° MAX DLO RECTANGLE MAX SIZE =48 "X96" OR MAX AREA = 32.00 SQ. FT. • • • • • FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. •• • •Rr;%.v • • • • • • • • B am"" • Rabb= 1070 TECHNOLOGYDRJVE • F1C X07 5 ADD FRAME O.D. O!MENSIONSA D UPDATE ANCHORAGE NOTE NOKOMIS. EL 34275 • X BF 0N3 A NO cH NOE THIS SHEET RU HQX ISO • 0 a°a" pas a"waeBr a"" I NOXOlbB FL34274 FX 7!14/03 CH. MAX SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. PRODUCT RL% M•? amptyb.g with the Bartels Balding Cods Aseaplaace Na 0 PST INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better m. PYK701 NTS 4 a 12 1 4259.4 (7)/7 Robert L Ca*, P.E. PE #39712 Structural • • •• • • • • •• • • • • •• • • • • • • • •• •••• • • •• • • • • •• • • • ••• • • • • • •• • • • • • •• • • • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS I! ? IONS ARE TIP TO -TIP) GLASS TYPE " 7/16" :E 1 NATED GLASS (3116"A, .090, 3/1 WINDOW "X' DIM. 49.000 54.500 GLASS TYPE A,B,C,D AREA A,B,C,D AR A,B,C,D B. 7T16" LAMINA ILO-GLASS (3/16" , .090, 3/16HS) C. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "Y" DIMENSION 28.6 +80. 0 9.70 SQ.FT. +80.0 I -80.0 60. t- +80.0 -80.0 65.500 I A,B,C,D +80.0 I -80.0 AREA 12.96 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 AREA 14.05 SQ.FT. 76.500 A +80.0 B,C,D +80.0 82.000 -80.0 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 -80.0 -80.0 AR 15.14 SQ.FT. A +80.0 B,C,D +80.0 -80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 -80.0 AREA 16.23 SQ.FT. A +80.0 -80.0 -80.0 19.36 SQ.FT. +80.0 -80.0 87.500 C +80.0 B,D +80.0 93.000 -80.0 -80.0 AREA 17.32 SQ.FT. A +80.0 C +80.0 B,D +80.0 •• •1.000 • • • +80.0 +80.0 -80.0 -80.0 20.66 SQ.FT. FTL -3835 FIL-3835 FTL -3850 FTL -3850 39.500 45.000 46.500 48.000 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +83.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +83.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 1 -80.0 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 +80.0 -80.0 -80.0 -80.0 AREA 18.41 SQ.FT. A +80.0 C +80.0 B,D +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 +80.0 -80.0 +74.0 -74.0 +72.2 -722 +70.5 -70.5 +80.0 -80.0 -80.0 +80.0 +80.0 -80.0 +80.0 AREA 19.00 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 25.51 SQ.FT. 29.06 SQ.FT. +71.9 -71.9 +63.0 -63.0 30.03 SQ.FT. +61.5 -61.5 31.00 SQ.FT. +60.0 -60.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. T'I�1rt A.� XIM M SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. L. *VA SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST • sfiectANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. .•er. L0 rawer ••• • AK 11/15473 A - e; !NOTE 1 AK:HONING'MTHi #I2 SCREWS Dawn* Dew Chalked - Sear F.K 7/14/03 PRODUCT Bolding Acceptance NnarajtilK Espiatio• ado 14 (IAA • 1075 TECHNOLOGY DANE NOXOABS, FL 34275 P.O. BQX 1529 NO1OASS, FL 34274 PGT Visibly Better FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW. IMPACT ee"ranat ewe awe awtm+n. mie PVW70r 5 s 12 4259-4 r B 1 a, Rabe,t L Clerk P.E. PE 638712 Gael • • •• • • • • • •• • • • • • • • • • • • • • • • •••• • • •••• • • •• • • • ••• •• • • • • •• • • • • • •• • • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3116HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL-3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 [ -80.0 +80.0 { -80.0 +60.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +60.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ. FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ. FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.3 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ. FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +83.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.3 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +83.0 -80.0 +80.0 -80.0 +80.0 -80.0 +83.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. • • • • • • S6.008 • • • ••• -• A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +00.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. • •PiQ Iu: • •I PAU MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 42.414. SHAPES LESS THAN THE MAXIMUM SIZE, QUAUFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST • SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. .34.'I1IMTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE • • • MA ME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • rh . • wry= • JC 8 Dam,ex FJC 414/07 ?,2nM,3 tbaiskne B Ramblers A UPDATE DESIGN PRESSURES PER AVM E 1300.02 AND NO7ES. CLEAN UP TABLE 2 DESOR P1ION AR D HEADINGS. CHANGE NOTE 1 ANCHORING WITH912SCREV/S 744103 Cheobellip Daft 1070 TEf21NOLOGYORNE NOR MA FL34275 P.O. B¢X 1E29 NOK060S, FL 34274 P c; i uib11 Beater INTEGRAL FIN UNIT DESIGN PRESSURES PRODUCT RENEWED es complying with the Merida Raiding Code Acceptance N.o9- 11 n.10 Expiation Deft 2.74,7.0 BY Meld Dab oNletee me ALUMINUM PICTURE WINDOW, IMPACT PYW701 NTS I B s 12 4259-4 J Robert L Clark P.E. PE 839712 Structural • •• • • • • • •. • • ••••• ••. • • • •• • • • •.• • • • • • • • • • • •• • • • • • • • • .• • • • • • • MAX. DAYLIGHT OPENING MAX WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 0 0 O I 4 co ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) •• •. • • • • • • •• •• • ••.• • '4 MAX WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELDED CORNER ASS'Y (FLANGE FRAME) 0 m MAX. 0 DAYLIGHT OPENING INSIDE PRODUCT RENEWED as complying wit the Florida Holding Code Areepeinee Expired= Dile t� .ro19 » VERTICAL SECTION (FLANGE FRAME) P1 AnfaloneC Ref aertriF x we= se F1C Dols irvs3 Rmikale Nelekos A NO CHANGE THIS SHEET NO CHANGE THIS SHEET clmmdex t 1070 TECHNOLOGY DRIVE NQ1CGM18 FL 34270 P.O. KM 1529 NOKOMIS FL 34274 r_ Via* Better SECTIONS & CORNER ASS'Y, FLANGED 7- ALUMINUM PICTURE WINDOW, IMPACT e.a.nkbaat PW-701 Sheet tr..e,N. 7 d 12 4259-4 B //IA Roberti- perk P.E PE (29712 Structural •••• • • • •• • • • •••• • • •.•• • • • • • • • • • • • •• • • • ••• • • • • • •• • • • • • • • • • •• • • • • • • • 2.784" i 0 O OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) •• • • • • •• •• • •••• • •••• • ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. V WINDOW HEIGHT 0 0 0 0 MAX. DAYLIGHT OPENING 2.784 ° -- INSIDE PdTh VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED is Cwith tb.e Florida ndn AaeW.uee Nq,(a7. (0 Expired** Data z/ t4 J' ,,14 Rr . L. M Dade woe ant Was wP C •ti••1� are AN 12/16A3 Fawistar NO CHANGE THIS SHEET mass Data FK 7I14A13 NMdar A Ctenbaey NO CHANGE THIS SHEET Ark 10707ECIINQLOOYDRIVE NOICOAIS, FL 94276 P.O.6QX 4628 NOKOAAS FL 34274 0- T visibly Better SECTIONS, INTEGRAL RN ALUMINUM PICTURE WINDOW, IMPACT PW.709 1 1 1 8 a 12 ov+etis 4259 -4 •••• • • • • • •• • • • •• • • • • • • • • • •••• • • •••• • • • • •• • ••• • • • • • •• • • • • • •• • • • ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED •• • • • • 050° 4 • • • • •• •• • • �••••• .970° —1 ITEM 10, ••W,I16 LAMI GLASS BEAD • •••• MAIL: 6063 -T5 DWG NO. 4255 • .346 " —►I I•-• .050" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 PRO017C.i rn;i6wE6 1 comgbin %rah the FvrHx Bolding Code . Id Ammon. No O, — Expiration Date Dininithoie Division • 1hwi•i4" RsdYOae • Ra.' •r• • rrt BF FX Dam* F.1C Rskkose NO CHANGE INS SHEEr 12 M Rwiha: A NO CHANGE THIS SHEET t°r" 7/14/0.? CmialBy Daft 1070TECiNOLOGYDANE NOKC00 FL 34278 P.O. 80X1920 NOKOMIS, FL 94274 PST Visibly Better EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Seassegoebt Slat 9 s 12 4259 -4 B • • •• • • • • • •• • • • • • • • • •••• • • •••• • • •• • • • .•• • • • • • • • • •• • • •• • • • • • •• • • .131" DIA. M N. x 2 1/2° NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A r1/4" MAX 1 SHIM T CONCRETE ANCHOR (SEE NOTE 1) A WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ®EMBEDMENT r1/4" MAX. 1 SHIM 'f*. SEE NOTE 1 FOR • EMBEDMENT A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® o t2 \�s \e 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE J5Gg IS 1 3/4" MIN. 4f 1ti \ts \i 2 FOR'WOOD APPLICATIONS , USE #12 OR #14 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 • 121JCIiS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR • QRTER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. t.$R•ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE •'Alf 4INUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN • WM SE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. • 4F. - ESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. f INTEGRAL FIN DETAIL B T 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ® EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. f SHIM T SEE NOTE 1 FOR ® EMBEDMENT:•.. • 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU grh PROINA:r f6Lwtb:k.D as camplylag with the MAO Balding Cale Acceptance Na Skit 12. • 16 E p6W1 a Oats 2.‘1,1 V26.14 By Mo Bwe`d \ Division amigos Roiskaae F BA r.K � 8 REVISE AND UPDATE MICHORAEEPER CURREN'FBC RetisketS A CHANGE NOTE 1AND FASTENERSPAGING aadaaex 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O BOX 1878 NOKOM* FL 34274 Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Sedvsahlet PW-701 N• TS, 10 d 12 Dodos ft. 4259 -4 ( B /7"4- L C�iS P.E PE 038712 Bmaret • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • •• • • •• • • • • • • • • • •• • • • • • • •• • • • • • • • • ••• ••• ••• • • •• I ZR • • • yR m 1 00� ••MI Ulm o m A y 9 n 1 Z 0 m �{ 0 �^z � Ao Qp y � 1fi N - 0 w mA m� O o m 0 0 y�y 0_v x C G) 0 0Z in s O to 0 a 0 8 mj -<O 8m mm `moo •• • • 0? E o 4 0 0 m 0) 0 ro n 8 -0010 •• • o • • • 0).. 0 0 6)) 0 A 0 a O V N O N N W C3 'J+ N P a f0 TN TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE O P O p O p O p O p O p O P O n O p O p ANCHOR TYPE I 12 11 5/8 12 5/8 11 11/18 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 x ;� 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 -c -0. 12 11 5/8 12 5/8 11 11/18 10 3/4 11 13/18 10 3/4 12 10 5/8 12 3/8 x ' 10 10 10 10 10 10 10 10 10 10 -i a 12 11 5/8 12 5/8 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 X N 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 -< ;e 12 11 5/8 12 5/8 11 11/16 10 3/4 11 13/18 10 3/4 12 10 5/8 12 3/8 x iv 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 -< '!.s, 12 11 5/8 12 5/8 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 x iv 9 9 9 9 9 9 9 9 9 9 -< A 10 1/2 10 1/8 1013/18 11 11/16 10 3/4 11 13/18 10 3/4 12 10 5/8 12 3/8 x 11 11 11 11 11 11 11 11 11 11 -< • 12 11 5/5 12 5/8 11 11/16 10 3/4 11 13/18 10 3/4 12 10 5/8 12 3/8 x N 11 11 11 11 11 11 11 11 11 11 -c 10 1/2 11 5/8 1013/16 11 11/18 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 x A 11 11 11 11 11 11 11 11 11 11 -< 9 3/8 9 9 7/16 10 9 1/4 9 7/8 10 3/4 12 10 5/8 12 3/8 x DOW "Y" DIMENS 39.5" 9 3/16 9 3/16 9 3/16 9 3/18 9 3/18 9 3/18 9 3/18 9 3/16 9 3/16 9 3/16 - ' 12 11 5/8 12 5/8 11 11/18 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 x ro 9 3/18 9 3/16 9 3/18 9 3/16 9 3/18 9 3/16 9 3/18 9 3/18 9 3(18 9 3/18 -t 10 1/2 10 1/8 1013/18 10 10 3/4 9 7/8 10 3/4 12 10 5/8 12 3/8 x A 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/16 9 3/18 -c 8 7/16 9 8 7/18 8 3/4 9 1/4 9 7/8 8 15/18 9 5/8 10 5/8 12 3/8 x 11 11 11 11 11 11 11 11 11 11 -c • 10 1/2 11 5/8 1013/16 11 11/16 10 3/4 11 13/18 10 3/4 12 10 5/8 12 3/8 x m 11 11 11 11 11 11 11 11 11 11 -< 9 3/8 9 9 7/18 10 9 1/4 9 7/8 10 3/4 9 5/8 10 5/8 12 3/8 x 4, 11 11 11 11 11 11 11 11 11 11 - 8 7/16 8 1/8 8 7/16 8 3/4 9 1/4 9 7/8 8 15/16 9 5/8 10 5/8 12 3/8 x y 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 -< ' 10 1/2 11 5/8 1013/16 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 x ro 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 -< 8 7/18 9 9 7/16 8 3/4 9 1/4 9 7/8 10 3/4 9 5/8 10 5/8 12 3/8 x A 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 -c 8 7/16 8 1/8 8 7/16 8 3/4 9 1/4 8 7/16 815/16 9 5/8 10 5/8 12 3/8 X ,, 12 12 12 12 12 12 12 12 12 12 -< ' 10 1/2 10 1/8 1013/16 11 11/16 10 3/4 11 13/16 10 3/4 12 10 5/8 12 3/8 x N 12 12 12 12 12 12 12 12 12 12 - 8 7/16 9 8 7/16 8 3/4 9 1(4 9 7/8 10 3/4 9 5/8 10 5/8 12 3/8 x A 12 12 12 12 12 12 12 12 12 , 12 -< • • ••• • • • ••• •. •• • • • •• .• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • •. ••• • • • • • •• • • • • • • AD • • • • • • • •• • • • • • • • • ••• ••• ••• • • •• kj r t 1 •• • • • is ••• • • ~•�+• i'Z•• �3.Z.IP.o �t x 0,0 •007•• °zm m 6 m.. o o 0 0 73 0 0 n z z4 0 0 i g m m c O 93 z c O C 1 Z 01 O {s M Al 0 0 '(j c g 0 0 c m p 1 •• W1 O 0 O 2 • • O1 0 0 p W 0 T 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 ANCHOR TYPE 12 11 5/8 12 5/8 11 11/16 103/4 11 13/16 10 3/4 12 10 5/8 12 3/8 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 7 1/2 • 12 11 5/8 12 5/8 11 11/16 103/4 11 13/16 10 3/4 12 10 5/8 123/8 10 10 10 10 10 10 10 10 10 10 9 3/8 10 1/8 9 7/16 10 10 3/4 9 7/8 103/4 9 5/8 105/8 12 3/8 8 1/2 6 1/2 6 1/2 6 1/2 8 1/2 8 1/2 6 1/2 6 1/2 6 1/2 6 1/2 12 11 518 12 5/8 11 11/18 10 3/4 11 13/16 103/4 12 105/8 123/8 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 12 1/2 8 7/16 9 8 7116 83/4 9 1/4 8 7/16 8 15/16 9 5/8 105/8 9 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 12 11 5/8 12 5/8 11 11/16 103/4 11 13/16 10 3/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 12 105/8 123/8 8 1/4 8 1/4 8 1/4 8 7/16 8 1/8 8 7/16 8 3/4 8 1/16 8 7/16 8 15/16 9 5/8 8 1/2 9 1/4 9 9 9 9 9 9 9 9 9 9 12 11 5/8 12 5/8 11 11/16 10 3/4 11 13/18 103/4 12 105/8 123/8 9 9 9 9 9 9 9 9 9 9 7 11/16 73/8 79/16 713/18 8 1/16 8 7/16 711/16 8 8 1/2 9 1/4 11 11 11 11 11 11 11 11 11 11 10 1/2 11 5/8 1013/18 11 11/18 10 3/4 11 13/16 103/4 12 105/8 123/8 11 11 11 11 11 11 11 11 11 11 12 11 5/8 12 5/8 11 11 /16 103/4 11 13/18 10 3/4 12 10 5/8 123/8 11 11 11 11 11 11 11 11 11 11 6 1/2 6 3/4 6 7/8 7 7 3116 7 3/8 7 11/16 8 8 1/2 7 7/16 93/16 93/16 93/16 93/16 9 3/16 93/18 93/18 93/16 93/18 93/16 10 1/2 10 1/8 10 13/16 10 103/4 9 7/8 10 3/4 12 105/8 12 3/8 93/18 9 3/16 9 3/16 9 3/16 93/18 93/18 93/16 9 3/16 93/18 93/18 12 11 5/8 12 5/8 11 11/16 10 3/4 11 13/16 10 3/4 12 105/8 12 3/8 9 3/16 93/18 93/16 93/16 9 3/18 9 3/16 9 3/16 93/18 93/16 93/16 6 6 1/4 65/16 83/8 6 1/2 8 9/16 8 11/18 6 7/8 7 1/8 7 7/16 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 8 1/4 9 3/8 9 7/16 10 9 1/4 11 11 11 11 11 9 7/8 103/4 95/8 10 5/8 12 3/8 11 11 11 11 11 • 12 11 5/8 125/8 11 11/16 103/4 11 13/16 10 3/4 12 10 5/8 12 3/8 11 11 11 11 11 11 11 11 11 11 6 513/16 65/16 6 3/8 6 1/2 6 9/18 6 11/16 8 7/8 7 1/8 7 7/18 8 5/8 8 5/8 8 5/8 85/8 8 5/8 8 5/8 8 5/8 8 5/8 8 5/8 85/8 8 7/16 9 9 7/16 8 3/4 9 1/4 9 7/8 10 3/4 9 5/8 10 5/8 12 3/8 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 12 11 5/8 12 5/8 11 11/18 103/4 11 13/16 10 3/4 12 105/8 12 3/8 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 11 1/2 5 5/8 5 13/18 513/18 5 7/8 8 1/2 8 9/18 6 11/18 6 7/8 7 1/8 7 7/18 7 1/4 7 1/4 7 1/4 7 1/4 7 1/4 7 1/4 7 1/4 7 1/4 7 1/4 7 1/4 8 7/16 9 8 7/16 8 3/4 9 1/4 9 7/8 10 3/4 9 5/8 10 5/8 12 3/8 12 12 12 12 12 12 12 12 12 12 12 11 5/8 125/8 11 11/16 10 3/4 11 13/18 10 314 12 ' 10 5/8 12 3/8 12 12 12 12 12 12 12 12 12 12 80 8 p 0 co 2 0 en •