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WS-08-978Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/ Inspector: G udio Owner: NE, DENNIS Job Ads r -, =s: 73 98 Streenig Miami Shores Villa • - Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010330120 Lot: Phone: 305 - 513 -0705 Building Department Comments INSTALLATION OF WINDOWS AND DOORS IMPACT RESITANT 14 OPENINGS A ' 19- ? 0 Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, July 18, 2008 Page 1 of 2 (o NC6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing Owner's Name (Fee Simple Titleholder) D.nlis Pk • K Ant Phone # Owner's Address I\KO CI 4 cvI-. City Mt allrii ‘,(10 (GS state L Zip 3 i 3 ' Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 City Miami Shores Village FOLIO / PARCEL # j l <3IO t 0'33 O 20 County Miami -Dade Zip 33 rYiK Is Building Historically Designated YES NO Contractor's Company �PLO LName . ��( Hal) r [A / Contractor's Address 0 SS- P[" cS1--- 1 City MVAAAAA, State CU- Zip ‘51(140 Qualifier Name t°Aa'Al' /1 f i Phone # State Certificate or Registration No. 03 00 3 22--- Certificate of Competency No. Architect/Engineer's Name (if applicable) Oil If CO 4.- i Phone # �"gc, Phone # '3o Value of Work For this Permit$ (S s 9-.Om 242 -I1ZO Linear Footage Of Work: Type of Work: ['Addition []Alteration ['New I 1 e ir/Re lace a' p p ['Demolition Describe Work: C/ i pG& Q:4" cio;ariexas O6 ors I S t(q ****** * ** * ****** ****** **** * ****** ** ** **Fee,* ********** * ** ** ** * ** *** * *** ****** * * *** Submittal Fee $ Permit Fee $ tom` "' • CCF $ (2./)) CO /CC Notary $ Training/Education Fee $ 4 Technology Fee $ 4'.00 Scanning $ 141. Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ //�� Structural Review. $ Total Fee Now Due $ Z14 • op See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or A Rent ottifilliso The foreg. ng instrument .144 s 'Boo bef re me of : „r1I 20 cl\� ii yt'C,fv `l�,f„ PO _. -' 00 ' ?o!. �� % who is pe s s ly kno n tf *18 or who fig priced 3tgdeni 11 an¢\ did take an oath. 9 '•2Ore BondedthN �� • �Q� . NOTARY UBLIC: r.,9`A,7.;8 °n :u a:''• ; "`° solk 41; ItiOV Signature ontractor fore e is�! e this : The foregoi instrument was, s.o , day of ►J %' str 20 r. p , :44 p tl5, : %l t % e: , s NOTARY PUBL So na _ L$ mrs'L o ' u as idea fication who cSd take an oath. I. #DD 515441 : g b Sign: Print: who is personally My Commission Expires: My Commission Expir s: ***, xx:*x +*•x*+x** **** * ***+x****** : *a::**************** ** ****** *:x*** * *** ******** **** : **** **** *** * *s:*** * * *** ******** APPLICATION APPROVED BY: *17-3GX q/z. ©? Plans Examiner Engineer Zoning (Revised 07/10/07) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. VV V O ` � +V 9 TAX FOLIO NO. ` l 3(0 O -so 126 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111 1111111111 1111111111 1111111111 1011111 IF 1. Legal description of property and street/address: J-3 t4 W q& M, cekMt v k02-e' r %c., 33 f 3S? 2. Description of improvement: W 2008R0457915 OR B4: 26412 Ps 2873; (1os RECORDED 06/04i2008 12:04:14 HARVEY RUVII'lr CLERK OF COURT MIAMI -DACDE COUNTY? FLORIDA LAST PAGE JUN 7 2(ME od ono ®o0000 - 3. Owner(s) name and address: 0 6 N# N 1S \. R NG 3 r Interest in property: nQ. Name and address of fee simple titleholder: 4. Contractor's name and add ess: ! ny 'ga m X72 -76-5S 'P ni P/ ),)/ 5. Surety: (Payment bond required by owner from contractor, if anvi DADE Name and address: - 1 HEREBY CERTIFY tthet this s a at OF copy of the Amount of bond $ 6. Lender's name and address: original r a nd' ,AD20 Q� WITNESS Iy A11.4.4 7. Persons within the state of Florida designated by Owner upon whom notices or other doc -nts may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: t 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d ent date is specified) Signa ure of Owner Sworn to and subscribed Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE MS Prepared by Address: X0/7)19, F- STRUCTURAL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• • WIND CALCULATIONS INSTALLER: SECURE WINDOWS & DOORS 7855 N.W. 46T" STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 PROJECT: WINDOW/ DOOR INSTALLATION AT: 73 N.W. 98T" STREET VILLAGE OF MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY AY 21, CAR STRU F "YOUR ON -CALL REPARE OS M. PE TURAL P.E. #• .B. #: 0 •� N 08 BY: EZ, P.E. NGINEER 4844 781 INEERING COMPANY" 9420 S.W. 1 12TIi STREET, MIAMI, FloRidA 33176 TEL (786) 242.1720 - FAX: (786) 242-4399 • • ••• • • • ••• STRUCTURAL ENGINEERING Cf�NStill'' Ni g �.; I PROJECT 9420 S.W. 112TH STREET •' • • • • • • • • SHEET NO: MIAMI, FLORIDA 33176 DATE TEL: (786) 242.1720 - FAX: (7.4,4) 242,439% ••• •••• • • •. • .. 4 . DESIGN CAL#U ►TIesIS • CooS: A Sc 1-02. • vi1•4 veux.9 = 14(0 MPH • ExPOS)Re C+9fiE4o1= a • bvu -lttA Clirre401 =IL • =mf -rR•G noft`z): t•00•. • KcF 1.00 j Icji 1.00 • vELOc rry foRESS.' PoSuitE • (Kh) = o 1. (1s (f -m 3) • ROof SLope Z 4 /I2, ► • ,"vi" NARR°we..ST Dien.= 45t'I • meow Roof triel4Fer Ch) :. 011, • (a (WINER DLSOin c gx4 5) • O• I X45 q • •• • • • •• • .. • • •• • • •• • •• •• • • • •• • •• • • • ••• •• i• ►)` ©:co25(9Ki, Kam, Ka • • c41= o. 002.544,85k. • �h .44 B P51= • P- %h(64) 7-17- h") via • Gcp, --� o• )8 L . Y4iNDOWS OK: 111? CA< 10 # DOO1RS at AREA= 18 f4 .. ,Ci0(.1) c3Ce (-) Palsy" O ft:v 124F 1,0o.. - It to t-54 ‘3 5" t. 0ti —1,40 t-61-4 43y20 0.955 -- 1.055 -i-S i 6 "_ •Z 0.955 — 1,310 +5 Z4 -69# STRUCTURAL Village of Miami Shores Building Department Miami -Dade County, Florida • • . .. • • • • • • • • • .. • .. .. .. .. • • • • • ... . • • • • ... • • .. • • .. • • • • • • • ... • • • • ... ... • • .. .. • • • ..... • • • • ... • • • • . . . • .... .... .. • • • .. .. • .. • . • . • • • .. • • • • • ... .. • Contractor: Secure Windows & Doors Job: Window/Door Installation at: 73 N.W. 981 Street, Miami Shores, Florida RE: Window/ Door Units Design Wind Pressures Dear Sirs: May 21, 2008 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf DOORS: Positive Design Pressure (Zone 4): 52.6 psf Negative Design Pressure (Zone 4): 57.2 psf Positive Design Pressure (Zone 5): 52.6 psf Negative Design Pressure (Zone 5): 69.0 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -6" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: * Building Category: II * Building Mean Roof Height: 13' -6" * Basic Wind Speed: 146 mph * Exposure Category: C Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, : c. If you shoXild contact Sincer STR Carlo FL. P ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 5/21/08 , P.E., Structural Engineer YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1121-1-1 STREET, MiAMi, FloRidA 33176 TEL (786) 242.1720 - FAX: (786) 242-4399 • • •• •• • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BC�OO PRODUCT CONTROL DIVISION ' ••• • • • • ••• • • • • •• •• •• • • • • • • • • • • • ••• • • • • ... • • • • ••• • • . • • • • • • .• • • •. • • •• • • • • • • • MIAMI-DADE COUNTY, FLORIDA : • '.' METRO -DADE FLAMER BUILDING : : >•AelvEST PLAGUE STREET, SLATE 1603 ••• • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) : :. • • :' • :•• • •• PGT Industries 1070 Technology Drive _ Nokomis,'FL -3427 SCOPE: • • • •• • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. 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 If this Purposes• 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 1N.hami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Stdd, Wall - Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING. . Large and Small fissile Impact._: LABELING: Each unit shall bear a permanent label with the ms'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 chair automatically terminate this NOA. Failure to comply with any section of this NOA shall, be cause for termination and removal of NOA. ADVTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04-0528.04 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NO No 06- 6125.06 Expiration Date June 2S, 2011 Approval Dath: July 7.41, 2006 Page I PGT Industries • ... • • . . ... .... ..... . .. . • . . NOTICE OF A Ci��kPT . N{ i . . . E ' Q . ED A. DRAWINGS 1. Manufacturer's die dratva • • • • • • ngSs�ds�ods.. 2. Drawing No 6220, Shen; I;tl g .04 tt2xl "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30 /06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a Ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submit under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x Vs" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. I+ rL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. e " , n, P.E. Chief, Prat Control Division NOA No 06. 0125.06 Ern Date: Jane 28, 2011 Approval Date: July 20, PGT Industry • •.. • • • . • • • • • • • • • • • •• • . . . . . . • • • • • • .• • • • • • • NOTICE OF ACCEKANGE: EVIDEN.CE • • • guBMITTED •• • • • •• ••• •• . D. QUALITY ASSURANCE • • • 1. Miami Dade Building Uode•Compliance dice (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENT 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 1., D. Gascon, .E. Cam, Product Control NOA No 06-0125.06 Dwindles Date: dui 28, 2011 Approval Date: July 20, 2406 ANCHORS DETAIL "B ", 'G" OR D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS M1) M2) Ag WI W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 H i ANCHORS DETAIL "B ", "C" OR D" AT BOTH ENDS AND AT BOTTOMS 1, i i / ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS MULLIONS P1 r--W1 W2 - W3—•- -W - W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) M4X OPENING = W1+W2 OR W2 +W3 MULL LENGTH = 1-11 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON – IMPACT APPLICATIONS. 4. REFERENCE – TEST REPORTS: FTL -2902, 2903 AND 2975. • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AA TO THE STRUCTURE. wr W W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1+W2 MULL LENGTH = H W2 MULLION FOR ANCHORAGE TYPE, QUANTITY AND MULLION H = H1 +H2 (1) WINDO MULLED W /ONE ABOVE FOR DI_ItNMINING MAX ALLOWABLE DESIGN PREVIN •SSE TABLES OJP:AGE 5 ■••• • •MAX•OPENINf s= VD QR H1 +H2 _ • • • • •ASULP LENGTH•s W • • •••• • • • • •• •• • • • • •. • • • • • •• • LOCATION, REFER TO •• • • • • • • • •• "Dauer • • • •-r•- • .• • • • • • • .• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert 4 Clark, P.E. PE $39712 Structural F.e Moos F K. 58/06 P.J.P. 4/28/00 won: 1 " STANDARD WALL, ELEVATIONS 1 r NOTES 5 & 6 C�-AD TECH. REFS 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMaS, tL 34274 RUs: ALUMINUM TUBE CLIPPED MULLION swINULLS NTS I ors 6220 PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK FOR 1 " MULL TYPICAL MULLION TQ MULLION INSALLATION. DETAIL "A" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE PGT ix MULLION #12 SCREW, SEE NOTE 3 1" PGT 1 x MULLION 2" OR 4" SEE NOTES 2 & 3 MIN. 1 WOOD MIN. [ BUCK * )1 (TYP SEE •• • NOTE 1 • #12 F71 SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL MULLION TO STRUCTURE WIT7 -I NOTF$ .SNOOD BUCK. DETAIL "8" 1. FOR CONCRETE APPUCATIONS IN MIAMI —DADE COUNTY, USE ONLY MAN —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY SEE 9, ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 7 IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4" CRETE —FLEX 1 3/4" } • 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL— TO—CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CUP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND ® PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR WADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF 77-115 APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. POT 1x MULLION -- 1. 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE } ,. NOTE • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.., DETAIL G ". MIN. )1h(TYP 2" OR 4 "--- #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE W177-I EACH OTHER) SEE NOTE 3 �•••• • • .• • • • • • . •• • • ••• • MASDWSY•4NCHOT3..SEE; NOTES .1. J +3 • SEE- -, NOTE 1 OOD BUCK •••• •e • • • • • • •••• • •• • • ad°D •• •• • r ;.rTrTart • • • • • TYPICAL MULLION 0 STRUCTURE WITH •' WOOD BUCK AND CONC,. ;DET R.. 0" • • • •• • •• • • . . • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FK. 5/.30/06 0 NOTES 3 & 5 Prod eye Do NevWeer: F.K. 5/8/06 C—ADD EMBED. DETAILS %bort #3si12 P.E. Structural , 1070 TECHNOLOGY DRNE NOKOMIS ft 34E75 P.O. SOX 1529 NOKOMIS, a 34274 P A. 48/00 • • Description: 1" STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION series /Mode& seater sheer. more" No. MULLS NTS 2 of 5 6220 Res: D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE A' 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 3 11/16 1 iMIN. TYP MIN. MAX. MIN.J _ ® O (2) ANCHOR ® FOURO(4) ANC OR NOTES: 1. ,MPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET S. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICAI ?ON. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. RktkXENCE 1LSI REPORTS: FTL -2902, 2903 AND 2975. I " MULL CLIP W/TASS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 MIN.-- LA 1 ONE (1) ANCHOR LOCATION (3)EQ.SP. (A -3/4)/ • • • • • •• • • •••• • iMIN.TYP'••• gM/N. �- A ---� 0 THREE (3) ANCHOR LOCATIONS • • •• •• • • • • • • • • • • •• • •••• •••• • ••• • • • •• • • • • • • • • • • • • • • • • .• • • .,:t +� T '%7{`A.1rt •• • • • •• • TO BE USED _ONLY 1070 TECHNOLOGY OR1%E NCXOAOS, FL 34275 P.O. SOX 1529 NOKOMI$ FL 34274 WITH PGT INDUSTRIES PRODUCTS Iwo F 730/06 0—NO QV S . 0 1FllS Siff K. 5/6/06 C- E SPAaNG Dram Br P.J.P. 4%38/00 • • 11 "P STD. WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION smtes,Akdeu MULLS NTS I 3 or 5 6220 D • NOT: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 (TYP) 7x STD. WALL MULLS MAT'L: 6063 —T6 -b (Typ) •••• • • •••• • • • • • •• • • • ••• • • • • • •• •••• •• • • • • • • • • •••• • •• • • •• •• • • • • • • • • 0. • • • •• • • • 00 • • • • • • • TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Robert t. CI z. P.E. Structural 1/9/06 9 -10 CiCG PH15 SHT. FJ . M06 otter 7 S SHT Drown Bj P.J.P. aeaaeow 1" STD. WALL, MULLION PROFILES 48/00 • • 11:00 lECHNOLOOY OWE NOKOMIS, FL 54275 P.O. BOX 1.529 NOKOMIS, a 34274 ALUMINUM TUBE CLIPPED MULLION Sertae /Medeh Secte: Shoot: Onswing No. Rev: MULLS 1 X 4 2 5 6220 D CHART 1. - 1x2x.125 QTY. & TYP. ANCHOR CLIP TO OPEMNG 50 (2) A (2) B OPENING WIDTH IN INCHES 100 110 120 130. (2) A (2) A (2) A (2) A (2) A (2) B (2) B (2) 6 (2) B (2) B 60 76 80 90 (2) A (2) A (2) A (2) A (2)B (2) B (2)B (2)B 160 CLIP TO MULL (1) B to 1 42 48 50.625 54 80 63 68 72 78 78 129 (1) B (1) B (1) B (1) B 83 70 57 41 35 30 23 20 18 115 107 104 103 73 67 63 61 61 55 52 50 49 44 41 39 35 31 29 27 30 27 24 23 26 23 21 19 20 17 16 17 15 - - 15 - (1) B (1)B (1)B (1) B (1) B 103 103 103 103 103 61 61 61 61 61 49 49 49 49 49 38 38 38 38 38 28 25 25 25 25 22 21 20 20 20 1-8 18 17 17 17 CHART 2. - 1x4x.125 QT'Y. & TYP. ANCHOR CLIP TO OPENING CUP TO MULL 50 80 OPENING WIDTH IN INCHES 70 80 90 100 110 ,420 130 160 (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (3) B (3) B (3) B (3) B (3) B (3) B 1 42 48 50.825 54 80 63 68 72 78 78 84 90 96 108 111 144 170 170 170 170 170 170 (3) B (3) B 170'170 (3) B (3) B 170 170 170 170 170 - 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 170 170 157 , 143 134 127 ;'170 160 141 170 142 120 111 es 72 145 120 102 94 75 60 127 105 90 128 119 112 115 foe 100 124 122 108 106 98 93 77 74 83 65 95 87 81 81 74 89 74 68 63 59 53 49 53 47 43 39 59 50 43 38 35 32 41 38 17 35 32 30 28 27 24 65 63 60 57 46 44 37 35 30 28 122 106 122 106 92 72 81 55 42 33 27 92 71 59 53 40 31 24 Vertical Mull Mull Length t_Opening,i Width Horizontal Mull Opening Widt, h Mull .— -' Length Multiple Mulled Units Moll Length \Opening Width • • • • • •• • • •••• • • NOTES: • • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPL.f' UIEYT,=, CONSIDER ONLY TWO ADJACENT UNITS AT A flME. SSE S! EET 1. • 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • • : • • • • • • • 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1 /4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. •• •• •••• • • • ••• • • • •• • •• • • • • • • •• • ▪ a • "�4tl1s9•• • • • • • • • • • • •• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHN0W9Y ORNE NomOMIS, FL 34275 P.O. BOX 1529 NOXCM1S FL 34274 Y 8/04 ! 28 00 NO CNC TICS SHT - MARKED WAXES .. • 1" STD. WALL, PRESSURE CHARTS 1 & 2 rrn•: ALUMINUM TUBE CLIPPED MULLION Series :..,... Seale: Sheet: Dray q Ne. mats NTS 5 of 5 6220 MIAMFADE COUNTY' • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • ••• • • BUILDING CODE COMPLIANCE OF1TCE • (BCC O� • • • • • PRODUCT CONTROL DIVISION • • • • • • ••• •• • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 1+44/15 Street _ • ••• • • • • ••• MIAMI-DADE COUNTY, FLORIDA • • METRO -DADE FLAGLER BUILDING • • • i40 WEST FLAGLER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -2901 FAX (305) 372 -6339 •. • . • •• ... •• • • • • Miamiy Ft. 33172 • • ••• • • www.mahnidadezov/buildinecode 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 they jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Atfminum Tube Mallon — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 03/27/08, prepared by Al Farooq Corporation, 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 sion_ MISSILE IMPACT RATING: Large and Snall 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 maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0312.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. TOGA No. 08- 0331.07 — Expiration Date: March 28, 2013 — ._ ! Approval )ate: May 8, 2008 Page 1 CGI Windows & Doors • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••••••• • •••• NOTICE OF AC. CEETANL'E: • EFDJ.110E SUBMITTED • • •• • • • • • • • • •• • • • •• •••• •••• • • •••• • • ••• •• • • A. DRAWINGS 1. Manufacturer's die drawings and • • 2. Drawing No. M95-IN4, tillgd;" 11ii>r Elevattions and Details, sheets 1 through 5 of 5, dated 11/25/95 witlatefis11oi9.13 da1Ld.•Q3/2,7J08, prepared by Al- Farooq Corporation, 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 along with marked up drawings and insulation diagram of aluminum casement windows mulled using a 1" x 2" x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL- 0080 - 0105 -08, dated 03/26/08 for specimens #1, & 2, signed and sealed by Virtu J.. Abraham, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 96-525, dated February 12,1996, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA #02- 123.06) 3. Test reports on: 1) Large Missile Impact Test, Loading per PA 201 -94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL -0080- 0303-96, dazed. 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA#02- 123.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 03/27/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manuel Pe Product Control E : +° ,, ,, er NOA No. 08- 0331.07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 CGI Windows & Doors • . ••. • • • ••• .• •. • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • •0••••• •.•• NOTICE OF A,CC4F4T4NC.Jy, EyiumvE SUBMITTED .. • • .. •••• •••• • • •••• • • • F. STATEMENTS 1. Statement letter of copfnr urse,.daie l yere1247, 2008, signed and sealed by Humayoun Farooq, P.E. ••• • • .. • : • •• 2. Statement letter of tier erka.nolat Aera, aded March 27, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER. 1. Notice of Acceptance No. 07- 0312.02, issued to Construction Glass Industries for their Aluminum Tube Mullion — L.M.I., approved on 06/14/07 and expiring on 03/28/08. E -2 Manuel Pe Product Control E NOA No. 08-0 . i 7 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 • • 4.000 311 � � I�III(1;A4i'�1111�W'R TYPICAL CRAZING PRODUCT WOOD ewe • • &LUON CLIP. PA 1 BY TAN • • COh383 • 8083 -T8 •• ••• (ALT. TR R*WE CUP) • • • • ••• •• • • • • • • • • •• • • • • • • • • •• • • •• •• • • •••• • •••• 4000 MULLION CLIP FOR 2BY -rums CGI -398 8003 -TB (ALT. TO 2 PIECE CUP) MULLIONS CONTAINING 'TYPICAL GLAZII,LG PRODUCT5 HORIZONTAL OR VERTICAL; SEE WINDOW OR DOOR APPROVAL FOR FAS1ENERS SIZES AND SPACING ALL MLA TONS IN83 -T13,, MIN, •••• • • • • •• • • • • • INSiRUUC IONS USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN WAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE WADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE 0OMB00000N 10 MUWON AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MUWWN SIZE WITH ZELP__.4 DEMON RA11NO 110110 1W.$ DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 B 8, AND ANCHOR GRAPHS RAMO MORE THAN3THE =ON LOADS SPEOIRED DIN STEP 1 ABOVE. RECTANGULAR ALUMINUM; TUBE MULLION$ USING MULLION PROPERTIES ONLY m uES: THIS PRODUCT HAS BEEN DESIGNED AND TESLED TO COMPLY WITH THE ROEMEBA OS OF THE FLORIDA BUILDING CODE 2004/2007 Ems 000WWN0 15014 VEU1dIY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WrtH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: W040 LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST se, ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT 10 BASE MAIERL*L SHALL BE BEYOND; WALL COVERING (STUCCO, TOE ETC.). ANCHORING CONDmONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAN.. A LOUD DURATION INCREASE SE IN ALLOWABLE STRESS IS USED IN DESIGN OF WMEMALS D/CLUDIN0 BUT NOT 1.01110) TO EGRESS, DUE COME INTO CONTACT WITH OTHER DISS1EAR MATERIALSS � ER rarer THE REQUIREMENTS OF 2004 R.OROA BLDG. CODE SECTION 2003.8.4. ANCHORS INTO WOOD ONLY. 1 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. En", Wi. I ,YOLW imoor eieuerups FtA. PE CAW 70 PRODUCT RBVTEfJO wMM tunnies 1Vo SOLI sheet Of • .. • • • MULLION LOAD CHART L-Kandirr csrna i....... MINIMMINOM MINIMMINMEMMEM ...M .■ a. MEEMMEMINIMM ...V.E..... ■■ ....7........ MINIMMEMMEMMEM UMMOMMINNIMMEM ►1.•RRa\m•uM 77■....►...EM VOMOM'E.E \.a. MOMMMIUMMEIMS EEAEEM.ERIM.. MAIMETROMMMEMEM .. e • • ••in. •i• •.•. • • • • •• • • • 28 MULLAOM LOAD* CHART. 0 05 Me......MM AmummiliMMIKVIMMO WIREMBSSMMMME .Viii. ..ORMOM. UMUMUMMEMMENM MEMEMMEMMEMEN UMEMMUMMESMEM ir.EEE.7E.EWO. IIMMUM.E•...iu INIMM..►ME...► MEMM \...M.M.. MRSIMONMEMEMEM 11MUMMIO..E\.. MUMMINIEUMEMMO UMMUMMEMMIN OMMIMM....MM.. EQE'I E►E..E►EMI \►.MIhnimm►\MEM 80 05 30 55 40 46 60 56 60 66 70 75 00 66 TRIBUTARY 03IH - INI _MULL —I-ON —LOAD CHART La4/8 ALUM. 1005 mum CN.un IMINIIIIiil MINIMEMMEMME UMUM IMMEMM. WUNIMMIMMMIL MMIIMMINIMMEM MEMMU. \...M MMUMOMMINIM MMOMMIMEZMIN MINUMMUMMOM 11.701.. \7. \7 NEEAE►EE..EE_ 20 55 m ig fl fl 30 40 45 50 56 60 60 70 75 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 00 B6 EEMHIMMIIIMMEMM MEMMIOMMEMEMME WIMMEMMEMEMOM NUMUMMIIIMMIIMEN MIPMEMEMEMMEME UMMEMMUMEMOMM WINIMMINIMMEOMM MUEME7. \7.77. WIMMI �EEEME.E WINIMEMOMMRMEM MMXIIMMILIMMMINI MUMMUMMINIMMEM MOMMMO..A'M.` MEMINIMMINIMMEM MMOMOMMIMMEM MMIIMMEMMEMEME MMINIMMONNEMEM 7MMEMMM\7.7►E IIIMMEMMEEMMMEM 20 a0 30 35 40 45 80 65 60 65 70 75 00 85 TRIBUTARY OEM - INCHES fl M Is fl MULLION LOAD CHART INISMEMINI MUMMISMIIMMO IIIMMUMMEMMIT mmummismicum miumummammin MMOM..,...... i►a\7iMMEMME. WOROMMIRMMOMME MOMSUMMDMMOMM MINIMMUMMEMOM 11.7... \.r\ \v\ MIIMMENMEMENOM MUMOMMEOMMMOM MOMEMEMEMEMME 7EW.EMMEN\... UMMEMM.■■■ER. IIMMOEEEE.EMIE EMMMEMEMESEMM tx4418 ALCM. WEE 50 8755E COILI4 222530354045505560651$75 TRIBUTARY RIMTH - INCHED 80 BE TWICE ARCHES TO BE MOWED 5pA" TYPICAL WL �. AR NOEMENTS vipTH (w) @ wT + MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONT Y. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS alamArftWOOOMeft Biddftego A e*», r s ts g drawing no. M95 -13A shoot 2 of 5 drawing no. M95 -13A • •• • •• • • •• • •42 • •• • •• • • •• •• • •• •• •• ANCHOR LOAD CHART M0'fEl00 TYPE A 01111111111111111111111111imm. morminimnal 111 ►\ ■ ■ ■■ ■ ■ ■■ 111111\ ■11 ■. ■■ ■ ■■■ 111111 ■11■ ■ ■ ■ ■ ■■ t \1111 \.11 ■11■■ ■ ■■ ■ ►\THIN■ E ■ ■■ ■ ■ ■■ 111 \ \ \'��1 ■■■ ■ ■ ■■ 1\\11 \1► \M■I►I■■ ■•■ \1►V',fiSAIII■■ ■ ■ ■ ■■ VIIIII1 R I■AlN0■■■ ■\R `. 'O►M■R:7LI■ ■■ ■ ■1MW\\1►=\■■ Inmeezzacorateti 30 35o 40 46 20 SS• 60• W. We TRIBUTARY MIGTN - • •• • • • ••• • • 420 • • • 4241•• • • • • 460042 MI 0 ii ss 0I to ANCHOR LOAD CHART 11111111► ■ ■1 1111t1r \ 111■■ ■ ■ ■■ Alillli\l1\1l1■•■■■ Ir11111111■ ■11 ■■■■■■ till \1 ►�#l1 ► \ ■; \\ \ ■ ■ ■■ 11',INZIN\ ■► \ \'3 ■■ ■■ \►1 ► \111 \i■ \ \ ■ ■■ ■\\1 \1 \ \!ltsomm ■►1\m1■mosv \■ ■■ \∎ \►1 \1\IMINI ■ ■L\ IRLI \m:1 ■►■ ■■■■■ ■■ I E■■■► 1111111111111M916110111111 ■ •■ ■■■. \`. \`, \ \A ■■ ■ ■■■■■W►.L ■■11 ■ ■111WSI S M0'NORB 9 =Ace 76 80 00 20 26 30 35 40 46 00 SB 60 65 70 70 60 88 TRIBUTARY MIBTN - STICHE8 moms 1YtoE A. B COR WI _1 W2 ICEICAL_MILLICALAMNOEMENIS WIDTH (W) wi 2 + W2 to ANCHOR LOAD CHART U111l11l \l1 ■ ►1 \\L ■ 11111.1► ■11122A1■■ � 11 \11 ► ■ ►� \ \■ i11►1111 \■■M1i\ �11 ■11 ■■ ■l ■\ \\ \Mmall 1 ■\■ ■ ■1 \.11\x■ 1\ ■ ■► ■ ■MINNI !1\11!■ ■ ■ ■1 ■\11\ \ \\\ ■ ■ ■1\1 IIIMISNM ■ ■■■ \aMMINI \ ■■ ■1 \�►�\\\■ ■ ■ ■ ■ ■ ■1MMEIM ■■ ■■■\■►\s .ANCFlig11■■■,1, c 20 25 30 35 40 4S 50 55 60 65 70 70 00 08 TRIBUTARY RIOTN - Iht EB to ANCHOR LOAD CHART 1111111111M1190111 111111111111111111111111111111111mm 111111 ■ ► \ ■ ■ ■ ■ ■ ■ ■■ \111 \I■\■ ■■ ■■ ■■ nuan1■i■■■■■■■ 111111111199M1111111111111111111 1 \1111 ►� \ ■ ■ ■ ■ ■ ■ ■■ 111111► \►1 \ ■1\■■ ■■ 1111'111 ►1 ■ ■11ME11■ C1iV►\►I\IMI 1■ ■ \i ■WITH \\■. \ \ ■ ■1 ■■\\\A !\ \`:1`111. \`11 ■■ ■\` \ \.M\■ ■■ ■ ■1ESIMM1 ■S TYPE D 20 25 30 3S 40 45 60 SS 60 60 72 75 80 05 TR,L0UT707 07575 - IM?@8 Q ANY ANCHOR CONDTION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS STIDICTURES C.a i038 MAR •272 0 ODUCTa2VI0en oorot34a9 of b 9eKlmbIa aldigsmalL ,7 08 Taw g g F � O � d tmatridl • • • • • • • • • • • • • • • 2 X 2 X 1/8' ALUM ANGLE B2/ ANCHORS TYPE 'A' .1/ V4" TAPOON 1 /4APCGN ANGLE MUWCN • •• • • • • • •• MULLION •••• 2•X 2 X 1A NAIS 2-5/r WNO • • 1BY OR 28Y WOO WON • • • •'. •4 %,1 • • ••• • • •••• MAX. • • • •••• 2 X 2 X 18' ALUM B2/ ANGLE ANCHORS TYPE 'B' 4 .1/4` 0 TAPCAN 2/ ANGLE .yr MULLION [MULLION 2 X 2 X 1/8' AU1M ANGLE .2 -8/8' LANG Ww D • TRY INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3 /B° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY ® 2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 5 /8' MIN. ANCHORS TYPE. 'C' 'i NUM WOOD BUCK • TO LIP Anaz TO MASONRY 2XX2 X ALM � _ M18iE 3 - MUU.XiN WOOD BUCKS NOT BY C.G.I. MUST SUSTAIN LOADS IMPOSED. Ott RUMMCUN FAR= CAM • drawing no. M95-1 3A ANCHORS TYPE 'D' • •• • • • • • •• • •• • • • • •••• • ALAI CHANNEL • • ,3/4 X 1 -3/4 X 3/4 X 1/8" •••• • • WWII • • TO CLOSE FIT INSIDE TUBE • •••,•• 1 4" X 1-3/4" •••• • • • • • •• • •• •• • • • • • • •• •••• 1/8- THICK ALUM Qw*4EL LENGTH TO FIT SNUG INTO MULLION ANCHORS DUAIL 41 METAL TO METAL CONNECTION 1 -1/4' MTN. MAR 2 7 ';2 drawing no. M95 -13A • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • BVILDING CODE c OMPLIANc , MCa211 • PRODUCT C ON T 8 (] d, D IV/S I ON MIAMI-DADE =NW PUMA O-DADE FLAMER BUILDING 1M WEST FLAMER STREET, sun% 1603 MIAMI, I IDA 33130 -1563 • • • • • • • • • •• • • • (305) 375 -2901 FAX (305) 372-6339 NOTICE ACC r • . • Mph :• • •• • • • 1,079 Technology Drive Nokomis, EL 34275 Soon: This NOA is being haled under the applicable rules and Twdadons governing the use of won dials. The doannentmion subnitted has been reviewed by Ittrumiarle County Product Control Division and mewed by the Board of links mai Appeals ( A) to be used in Miami Dade Comity and other areas where allowed by the Authority Having briSTWfiCIR (AHD. This- NOA not be valid aka the Division (In Dade °n date stated bekrw. The 14��de Canty Product Control D have this ) and/or t Affi (in a o�than Miami l County) roserv�e dm right to or trued for quality assurance pip If this product or email fails to perform in the , mil incur the of t and the AEI may immediately revoke, �, m suspend dm use of such product or matmial within r julisdietkm. BORA reserves the right to revoke this acceptance, if it is by bliami-Dade Cody Product Control Division tint this product or matmial has s to nip the oldie applicable big code. This iroduct is annoved astlescribed herein, and has been designed to comply with the Fiwkia Build* 9xle, including thalifigh Velma Hurricane Zone. S O O N : S e r i e s - . ' Almidnunillorieortal Roller W > w- LAM ) APPROVAL IMCUMIENT: Drawing N 10,E "Ahem. u <l ;a rl;a,F Rte , , sheets 1 through 11 of 11, dated 02(28/2)06 with the lam tevisitm "C" dated 04/15/20074nepared by PGT hahunies, ., dated fdifler2007, signed and sealciby Robert L. Clark, PR., ltd -die County Product Cool Revision ttamp with the Notes of Acceptance number and expiration date by the County Product Cow Divisiem. MISSD,EIMPAC ItATINGT-Large les& soul Small Iftss* Impact" LAMING:Bach unit shall lea pernument labd with the s naMe or logo, city, gain and following ' "iteraM-Dade Canty Product Control Aid", unless otherwhe wed heir. RENEWAL of this NOA shall be considered after a renewal Iasi has been filed and than has been no chime in the applhalate of this product. TERMINATION of this NOA will occur after the expintket date or if them has been a tevision or cage in the nuterials, use, aao3Jor umnufacture of the rgodsct or piocesa.Wane of this NOA as an enchasentant of any product, fir sales, advertising or any . other purposes shal automatically terminate this NOA. Failure to fly with any section of this NOA shall be cam for termination and removal of NOA. AD ,` T : The NOA. manther preceded by the weeds l -lie County, Florida, aixl • followed by the date may be displayed in advertising If any patios of the NOA. is INNSPECfON: A copy of his entire NOA shall be provide to the ter by the manufactunr . or is dimes and shall be avaliable for hupection at the jtth site at the request of the Ituarfmg Officisl. This NOA rimes NOA Ala. ecoeimseu all consists et this page 1 amt evideme pages E-1 and B-2, as well as approval document mentionad alp. T e submitted 'on was reviewed by Mantua Per RE. • 1A No 0741815.09 Eapindian Date: II, M11 Apprav$1 Dal= 03, 2008 . a .. Page 1 :- PGT Industries, Inc. VrifY QF•A ? :EVIDENt SUBM1TEW • • •• • •••• • • • • • • • • • • • • • ••• •• • • A. DRAWINGS 1. Mauufactu re s old nt • 2. Drawing No.4LT/Ilirtititid 3' i ' Roller Window, Impact", sheets 1 through 11 of 12; '02/2inODb' isle latest revision "C" dated 04/15/2007, prepared by PGT des, Inc., dated 08/17, signed and sealed by Robert L. Clark, P.E. B. TESTS L Test reports on: 1) Large MlSsde Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 A l o n g with -m ed ,wings installation-diagram of XOX horizontal sliding window, prepared by Fenestridion Testing Laboratory, Inc., Test Report No. FTL -5330, dyad 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiitraticm 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 Wale Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20344 6) Forced Ferry 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 won Testing Laboratory, Inc., Test Report No. FM-4858, dated 03/08/2406, signed and sealed by Edmund() Largaespada, P.E. (Submitted d der NOA# 05.06) 3. Test ruts 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, perFBC 2411 31.1, 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 03/08/2006,14=d and sealed by Edmond° Largaespada, P.E. (Submitted under NOA# .96) E -1 Ettniad Protkat Control Date: NOA No Expiration 21, nu Approval Jim wry O3, PGT Industries, Inc. • N W 'tiC AggE 'EVIDENCE SUBMITTED • • • • .. • • • • ••.. • • •.•. • • •.• .. • • CALCULATIONS 1. Anchor Ca1c PGT Complies with AM alai 1 s gi stibctigal Etc complying with FBC -2004, prepated by , 1 stifled aid sealed by Robert L. Clark, P.E. 111300-Wair02 QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL C!ERTIFICAITONS L Notice of Acceptance No. 95-1208.02 issued to El DuPont DeNemours for "DuPont Ilutadte PVB Inkstayee t edfl1/0512{i06, expiring tut 12/1112010. 2. Notice of Acceptance No. 1 issued to Saluda Inc. for their `fig HP a polyvinyl butrgal interlayer for huninafion of gam' dated 05/2712003, expiring on 04/1408. F. STATEMENTS 1. Statement letter of dance;, 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 Rawstration Testing Labor y, Inc., dated 07118i2017, 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 Terming laboratory, Inc., dated 0310812tf06, signed and sealed by Edmundo Dada, P.E. (Submitted wader NCI 06) G. OTHER 1. Notice of Ac eptance No. 96-0405.09, issued to PUT mss, Inc. for their Series "AIwn. Vital Roller Window, Imps', approved on 12/21/2006 and expiring on 12/21/2011. B2 Manuel Pinz, Product Commd ,:.. <, s 0 NOA No 07-0115.109 Date: DeamiNtr 2211, 2011 Approval ,H 03 ty , GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTION& (SEE DETAILS ON SHEET2) A. E/18' LAMI CONSISTING OF MUTES OF U4' ANNEALED {2 GLASS WTia A 090 DUPONT BUTACITE AatraeaaASee MAXIMUM INTL@R. 2 9.1013° LAMI CONBI$TING OF (1) LITE OF 1/9" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAPLEXWEEPSAFE MAXIMUM PV8 INTERIAYEa C. 8118 LAMI CONSISTING OF (2) UTES OF 118° HEAT STRENGTHENED GLASS WITH AN .020 DUPONT BUTACITE OR SAPLBYUKE8PSAPE MAXIMUM PVB INTERLAYER. 13.7118° LAND CONSIS'T'ING OF (2) UI'ES OF 3/18" ANNEALED GLASS WITH AN :080 DUPONT BUTACITE OR SAPLEXADIDEPSAFIE MAXIMUM PVB INTERLAYER. E Tf18' LAMI. CONSISTING OF (1) UTE OF 3/10" ANNEALED GLASS AND (1) UTE OP 3/10' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXWEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18° LAND OONBIS'RN(S OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAPLEYJKEBP$APR MAXIMUM PVB INTERLAYER. 6.13/1$' LAMB Kt (1) LITE 015 1AF OR 3M8° ANNEALED (MIN.) GLASS, 8116" OR 318" AIR SPACE AND 8118' IAMI mum= OF (2) LITES OF 1/6. ANNEALED MASS WITH A .080 DUPONT BUTACITE OR BAPLBXIKEEPBA1'E MAXIMUM PVB INTERLAYER H. 13/18" WA 10: (1) Lin OP 1/$" OR 3/0" ANNEALED (MIN.)mA$$, MW OR =FAIR SPACE AND 8118' LAME CONSISTING Or (1) LITE OF 1/rANNEAt.ED GIA$$ AND?1iU1 OF 4/0* meow 1.13/18' LAMI Mt (1)) LIIINE OF & OR GLASS WITH A .090 ANNEALED (MIN.) GLASS, OR 3/8' MR SPACE AND 68M ' LAMI CONSISTING OF (2)IJTES OF 118" HEAT smaNanlarptteAss WITH AN .090 DUPONT BUTACITE OR SAFI.EXNCEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18° U4141 101; (1) UTE OF 1/8° OR 3110" ANNEALED (MIN.) GLASS, 3/16" x'11/4' AIR SPACE AND 7/16' LAMI CONSISTING OK (2) LITES OF 3118" ANNEALED WASP l R/2 AN .090 DUPONT BUTACITE OR $AFLEXIKEEP$APE MAXIMUM PVB INTERLAYER •••• K. 13/18" LAND IS; (1) IJTH OF 118' OR 3/18° ANNEALED (MIN.) GLASS, 3/10' OR 1/4' AIR SPACE AND 718' LAMB CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS ANb(S) LITE OF 3/'I O° HEAT STRENGTHENED GLASS WITH AN .060 DUPONT BUTACITE OR OAPL@X/K0EPSAPE MAXIMUM PVB INTERLAYER. • • • • • • L 1311E" LANE IG: (1) LITE OF 1/8' OR 3118" ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 311$" HEAT STRENO' 4 M8P LABS WITH AN .080 DUPONT BUTACITE OR SAFLEX /KELPBAPE MAXIMUM PVB INTERLAYER. • • • • • 2. CONPLGURATIONSI , XQ, • • • • • •• • 3. DESIGN PRESSURES: (SEE TA1LEB, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ABTM 130042. B, POSITIVE DEMON LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES A$TM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE igatigj BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 0. FRAME AND PAN8I. 00RNER8 SEALED WITH NARROW JOINT SEALANT OR GASKET. �7. REPERENCES TEST REPORTS PTL•4888, MOM AND ET64330. ELCO TEXTRON NOA: 04.0l21.01,030226.08 0 ANBVAF&PA ND$ -2000 FOR WOOD CONSTRUCTION ADM -2003 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C,,1 N; .k i1pp�wN0A,(IMING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • . NOA DRAWING MAP emir GENERAL NOTES-- ....... 1 GLAZING DETAIL$.... ^....^ 2 DESIGN PRESSURES.— 3 • VE T. GECTIONB... ^........ 6 *NM 800TION$•••••• 6. ANOHO t3E ~ ry &11 • •^^ . •• • • • • • • • •• • •• • • • •••• • •••• • •••• • • •• • • • • • • • • • •• .409Man raNOT89roam. NPTE8TO wow EWIT: OHANGETOA8Tl11 E 1300.02 4 A 1 R 8 P A C N D I M . N O T E 1, T E C H . raw. N O T E 74 NDTT. & 9/29AS 1 9T618004OLa•r tnnv9 NUMB, B, 1. 34216 P.O. NJ( 1679 NOI<W6e,PL94T4 Visibly Bauer ALUM: HORIZONTAL ROLLER WINDOW, IMPACT vino twailkack 41,21‘ Mat i NTSI1 11 *. 4127.10 lib'C •• • PRODttat81XV161ID as emptying the E./Ma%Carlo moroutoss 15tpfrmkn DLO eyf1,P.a�"Nom __. __ cuss BITE? 80,81,82 GLASS Nom. GLSS 817E VS ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVBINTERLAYER UB'ANNEALED OR HEAT STRENGTHENED GLASS 1*NOM._ 5/16' LAMINATED GLASS C:iI> (ALL SECTIONS) 3118" ANNEALED OR NW STRENGTHENED GLASS .0HO SOLUTIA OR DUPONT INS INTERLAYER 3M AN1gEALS / OR HEAT STRENC3 HHENED•t3LA SB VW LAMINATED • • • 7/18" t AMINATm, GLASS • • • 1N' ANNEALED OR HEAT STRENGTHENED MAUI .000 SOLUTIA OR DUPONT PVO INTERLAYOR 118 ANNEAIED OR HEAT STRENGTHENED GLASS 8118" LAMINATED 8H8" OR 318° AIR SPACE WS' OR Mr ANNEALED (MIN.) GLASS 13118° NOM. 13!18" LAMI IG GLASS W/ 5/18a LAMI NO CHADOR 118$ SHOT CHO/DE7M88 .?.: -ACED TO LAM UI <Dc ''8 • •••• • • • • •• •• • • • • • • • • • • •• • ° ANNEALED OR HEAT STRENGTHENED GLASS 31* ANNEALED OR HEAT STRENNG'�THE EE GLASS 111 LAMINATED 311 OR 114" AIR SPACE 1IBa or 3M8° ANNEALED (MIN.) GLASS 13118' NOM. 13/16a LAMI IG GLASS W/ 7H8° LAMI • • • ••• • • • •• • • • • • •• • • • • • •• • •• • • • •••• • • •••• a• • • • • •• • • • • • •� • • ••••.S.—._ • • P1twUUCTREVIED ast atFi;lingwiththeMed* Building Coda AnnaguaooNo c -+ faitloa Daw 0 O 1a7177140HNOLOWPRNe NOKOMIS, FL 94276 P.0.ugx1629 NOKOMIS. FL 94274 GLAZING DETAILS ALU HORIZONTAL ROLLER WINDOW IMPACT Ks* Better 412710 C Re 0 L01*P.0. PE 039712 TABLE 1. XOX (1!4,1!$114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS VIN SAME DLO ARE 1" SMALLER) WINDOW MASS - HEIGHT WIDTH TYPE 26" 3 " 38 3/8" 48" 80 SW + 54 80" 83" 84" A,B,G,H +80.0 40.0 +80.0, 40,0 ±80.0 40.0 +60.0 -80.0 +80,0 -80.0 +80.0 -80.0 +60,0 -80.0 +80.0 -60.0 ‘5" .. A,S,0,H +60.0 -80.0 +60.0; 40,0 ,+800, 400 , +80.0 -60.0 +60.0 •80.0 +80I'.0 •80.0 +86.8 -56.8 +86,2 -66.2 106 8" A,8 G,H +80.0 -60.0 +80.0. 40.0 +60,0. -60,0 +60.0 -60.0 +60.0 40.0 +800 -60.0 +55,2 - 612 +62.3 -52.3 108" A,8,0,H +60.0 -80.0 +60.0 -60.0 ±80.0 -50,0 +60.0 -60.0 +60.0 40.0 +80.0 -80,0 +54,6 -54.6 +51,7 -81.7 1T1" A,8,0,H +80.0 -80.0 +80.0 4800 +60.0 40.0 +60.0 -60.0 +60.0 40.0 +5OE5 -58.5 +53.8 -53.6 +50.0 -60.5 UP 111111" 0I +80.0 •80.0 UP TO 111" TABLE 2. XOX (113,113,115) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1; /3 > ER) WINDOW W60TH TO IB 748" TO III 1118" WINDOW HEIGHT in • .•. • •. • +SOK" -80.0 -75.0 • • TABLE 3. a AND isa FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wt SAME DLO ARE 1" SIIeAtt.ER) GLASS TYPO A,501H • • •••• •••• .. • • -75.0 +75.0 +75.0 -76.0 78,0 -78.0 •78,0 78.0 -75.0 •76,0 76.0- 76.0 A,B4O,H +74,0 75.0 +78.0 78,0 +76,0, 7840 +75.0 78,0 +75.0 =15,0 +7610 -78.0 +88.6 -68.6 +68.2 A3 0 H +780 75,0 +75.0 78.0 +75.0 78.0 +78.0 -78.0 +75.0 -78.0 +78 0 75.0 +68,1 -88.1 +63.8 UP TO 74" C,64. `' +78.0 0LASi TYPES: TEST REPORT FTL-4888 (X0)Q, 4 tTL -4859 (OX& )40) ANi FTL -5330 A. 5/16" LAMI- (1/8" A, .080,118" A) 8. 6118° LAMI- (1/8" A, .080,1/8° HS) 0, 8/16' LAMI • (1/8" HS, .080,1/8" HS) D. 7/18" LAMI- (3/16" A, .060, 3/16' A) E. 7/16" LAMI • (3/18° A, .080, 3/18" HS) F. 7/16p LAW • ' 18° H8 .000 3/18" H8 -88.2 75.0 prr. .. "row s= the fleatill Osiltona Code Ac"a"("nx No G. 13/18" LAMI 10 -1/8" OR 3/18"A, 8/18" OR 3/8" AIR SPACE, 6 /16" LAMI- (1/8"A, .090,1/5"A) H. 13/16" LAMI 10 -1/8' OR 3/16"A, 5/18" OR 3/8" AM SPACE, 5/18" LAMI • (1/8"A, .080,1/8"48) L 13/16" LAMI 10.1/8" OR 3/16"A, 5/15" OR 3/8" AIR SPACE, 8/16" LAMI - (1/8148, .080,1/8"HS) J. 13/18" LAMI 10 -1/8" OR 3/16°A, 3/18° OR 1/4" SPACE, 7/16" LAMI • (3/16°A, .080, 3/18"A) K. 13/16" LAMI 10 -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7116" LAMI . (3/18"A, .080, 3/18 "H8) L. 13/18' LAMI (0.1/8" OR 3/18" 3/16" OR 1/4" SPA :. 7/16" 1 • 16148 .050, 3/16"48 OP110N. ;l 1; 1.�:,,' ROME OP T. $&4$'TOA5TM01300.02 r:Mg •,.1;A ••MAW WO TECHNOLOGY DANE NOKOMIS, FL 240:1 P0. M1�QpX1898 N0KOW 4'4.34294 ALUM. iHOR(ZONTAL ROLLER WINDOW 1 -ACS HMO NT5 3 a 11 4127.10 Rob,$ L. CO* P.E. pa nom 84 8116" MAX DLO FIXED 27 318' 27 91r MAX. DLO MAX. DLO • VENT FIXED ® 4 D D 11o'MAX. WIDTH LF. FRAME �- - 111" MAX WIDTH FLANGE FRAME DETAIL t3 - XOX (114 -112 -114) 33 one. max DLO FIXED 336116" MAX. DLO VENT 87 VP MAX. DLO ALL FIXED LI'I•ES 63" MAX. FLANGE FRAME ALL MAX. DLO ALL VENTS 8T' MAX I.F. FRAME COMM • • I fii 7116' I.F. -. ----�8 7116' MAX. WICYTH PILAW* 'RAM ---• DETAIL C - XOX (1/8.14-1/3) 1. SEE SHEET NOTE: 8 FOR VERTICAL AND HORIZONTAL SECTIO* DETAILS. •• •• • • • SEALANT OR GASKET • • AT HEAD AND SILL • • • • • • • • •• • • • • • •• • •• • • • •••• •• • • • • • • • • • • • •••• • • • • • • • • • •• • LF. FRAME • • wig'ttw Florida • rnucto No mks .07 A FLANGE FRAME 73' MAX. WIDTH LF. FRAME 74• MAX. WIDTH FLANGE FRAME DETAIL A - OX OR X0 a di'.., Ili =. `ris VIEW D-D (FRAME CORNER CONSTRUCTION) HEREiT FLAMES FRAME EXTERIOR INTERIOR 1---- MAX FIXED DLO --•-1 Max. WMTM (FLANGE FRAME} SECTION S-8 (HORIZONTAL SECTION - )OX SHOWN WITH FLANGE FRAME) .... • • • .••• • • •••• • • •. • •. • I.._ MM. FIXED DLO - ---. -I MAX. VENT DLO • MAX. WIDTH (LP FRAME) • . EXTERIOR SECTION A'A • • • (HORIZONTAL SECTION • OX SHOWN WITH INTEGRAL FRIFRAME) .6 EXTERIOR 7wwJ1 A00 INTEGRAL PIN WV&MAIO41.42 wMl TM O N0MAME71188METj :K 1 It ey NOC&W( maw PJ 2 & V Jam SECTION C-C. (VERTICAL SECTION, FLANGE -FRAME) (VERTICAL SECTION, I.F. FRAME) 1k INTERIOR AND 49 AND OWN „501 NOKOMIS. PL 84278 P.O. SOX 1979 NOKOMIS, FL S4274 (VERTICAL SECTION, I.F. FRAME)z SECTIONS ALLIM. NORIZOICAL ROLLER WINDOW, IMPACT 7fA7fa Ha a if 1 4127 -10 r& • • . • • • • • -• • •. • • • •••• • •••• • •.•• •• • • • • • • • • • • • • • • • PRODUCTREV199L7 na card:ie8 with tiro Fimldlt ; Loda Acc: uacaN0 .. r #7 Ruben L Otiok, P.'L P@ 798712 Structural 60634T6AL POIW 612237 612244 camel el liffitC 1V r MATL 1 PGA 66 CFA : ;13/16' LAM WPM, 3/8"A1SSPA%5116" LAMI(1 /8"A, .090 PVR,1 /8 "A) 67 " 13/16" IAMIIGI 8"A,3/8"AIRSPACE 5/16"IAMI(1/8 "AA090PV$, WHSj 13/16" MI 1/8 "A 3/8"AMP 5/16" 8" .090 1/8 13/16" 1AMI 1003/ 4053 413E 4137 413 S11I. ADAPTOR TPA 70 " 13/16" LAJ14I K3.3/16"A, 516" AM SPAN 5/16" 1.AMt /8"A, .090 PVB, 1/8118) 71 " 13/16" 1AM1 I0•3 /16"A, 5/16" AIKSPAC$ 5116" lAM111/8 "H6, .090PV8iI/8 "HS) 72 " 13/16"jIAM1104/8"A,1/4" AIRSPACE,, 7/16" UAM1(3/16"A, 090 PV$, 3/16"A) 73 " 13/16"i1AMI104/8 "A,1/4" AIRSPA% 7/16" IAMI (3/16"A, .090P 0, 3/16"1.15) " 13/16 ; M I04/8" 4" A.IRSPA •: 7/16" IAMI 16". 1` ,090 ' :. 3/16" 7 5 " 13/167.AM1 G3/16"d1E,3/16" AIR ACE, 7/16" IAA+Ii{3/1e .090 3/16"A,) 76 " 13/16" 3A2441100/16" 3/16" AIR SPAS 7/16" LA I 110116 "A .060 " 13/16" i I0- /l t . 3/16" ,' SPA . ' 7/16" 1.6 ".? .090 0 10$.HI4AL 91 1630 + c,. CORMS. KEY ° /R1N(S PLIZ,YPR OP. 92 1631 Mr 1t1140 POLYP) 31+• o 93 1073 + u SP12tt • ST,ST.• • • 94 1624 44• :at SKINS- .135DIA,1'00f • • • IiktPin ■ 95 1635 SNNB•.135 DIA.lARD � . •' SCREEN 96 • CLOTH DIP..CAST 6063"45 AL ! ` WPA 4;111z TRIP .187X275 71096 7858 64126 61 67070K 74078 C" LURR 64139 140 ]EF L VTNV1. •, 73Ii(4s ��'1r'' YIu'�. IS[,'A 8 'LW! A13AI1 -5116" 6063. SAL 0398 �, �� i 8:, " • S /16" W/" ELICIT 6063- AL 644 •• • • • • • •• • •• • • • •••• • 0000 • • 1100• •• • •• • •••• • • •.•••• • • • • • •• • • • "onj Vinp�F9,a to Minding Coda Rocepueice No on Ma t.7{ 4,,''- • 16" I,AM1(1 /: "4j..090 • 1/8" 1S 5/16" Mi (18" Fib „O9OPV,F1,1 /8” HS) 7/16". M}13/16"A�,.090M. 3/16" A) , 7/16" .A,MI 0/16" A, .09014941/16" HS) / 6" LAW ,8;16" 148 .090 ' 3/16" F tzi ' FLAN¢ FR F HEAD �l- �.asr►I #40 8tl 8 1.'(22 � n.r10- ---- Fl No( Sift #4138, T@ 0 FRAMO PILL A©APTER �� ..�� #4137, 8083.76 .91 040 .738 j 0 SASH STOP GVEg �:.J 84083, 8083-78 h---= 2.784 ----y .082 • • • • • 13 • MOO. owe • • • • • • •• • • HORIZ. ROLLER TRACK 84131. 8083-78 17 FHXEQMEE TING RAIL 840548, 80831413-T8 •••• • • •••• • • •• •• • • • • • 717 87 SASH T 1i4P 4 BOTTOM RAID 32 SASH MTG. (1083H8-T0 A .080 .27E 1.088. -- •I� GLAZ]I G,BEAb. 8116" #40448 8083.78 (USED WJGRILL ere 1A88 I • i� GLA,QVO READ 7/16" 44222*. 8063 -T8 �.e7e GLAZING SEAM #9886,8893.78 mow 3RILL KIT) • •• • .878 63 GLAZING 0E�& iir 040323, 8083-78 1-� .883 �rh 1 1.087 QLAZI ICS BEAD, 13/10" 84087,0083 -72 • •• • • • • • • • • •• • • • •••• • •••• • • •••• • • • •• • • • • • • • •• • • • rnODUCthY{V>8 O aaamnpigla wUhtbePlotkin Aasaptatteo Co de BxphallalDatd i UM TECHNOLOGY P.0 SOX 1629 NOKOMIS, PL 3494 F.K. 211�C J.J. 323/0@ EXTRL► ION$ ALUM HORIZONTAL ROLLER WINDOW, IMPACT tnsrbhE ttm- ttRr16 Half 7 a 11 I 4f27 -10 I C Rnlve1 L *ark, P$ P1030712 eaua8"al CHMR QUASTIiTISB, XOX(1 /4. 112 .4/4) WIN s •' `.'` TAKE 4 NOTES GLASS 111124 A,B,C,G,H,1 GLASS TYPES D,L,F,J,K,L 1. - 1/4"SI!C0TAP 1 -1/4" St e° TAPOONB 2 - fA{° BLC0 884 CR@TB -1°LRX 3 • #12 STEEL SCREWS {t8bi A30 MEET, 2,3, WOOD 2. CONO 1,rCONC 2,3, WOOD 2, CONC 1, CONC & SISEISTRA �r•J; . .1.��I : �B�r,7, iUTAN � � :;. � =f� •i.l 8818t� wn67ow SIZE V HEAD & SILL HEAD & S91 t '' MEAD a su. ) : HMO a SILL z' U HEAD a SILL :.t. HEAD a Stu. U ,. 2. GLASS S: -' A. sne• I - 1/8' A,.C90, lla° A) B.6118'IAM1- (119'A,.f�,11rHS) 33.128%.39..478 48,000 30618 84.000 90.000 63.G7b 1 +02+1 +C:2 +1 Q 1+02+1+02 +1 D 1 +02+1 +02+1 1202+1+02+1 ��i1 1+012 +1+02+1 © �# 1 +02+1+02 +1 © C. S/18°LAMI -(Lie" HB,.080, 1 /8" Hit) 0.TM *LAM, - (Mr A„OBO,3M6"A) a. a. N/es - ( e' 3) 0,13 Te LAMI (!32/1.1/8" OR 3118" A, 15/18" OR 3.12* SPACE, 3Hr L NA - (1J8' *,.092,118" A) H.13110 LANK) -1i$' OR 3116° A, 8118° 021 318' SPACE, 0418' 1.AMI - (1/8' 3,,080,110' H8) 1. 13/18" LAM11C�i -118' OR 3/13" A, OM ®' OR'313' SPACE, 8116' LAJd9 - cur HS„090,1/I H8) J. 13/181, LAM IQ - tir OR Mr A, 3318" OR 114" 8PAM stir LAMI • (stir A„090, 3118" A) K. 13/104, LAM 98.1/8' OR 3/111' A, 3111P OR 114' SPACE, Mr LAMI • (3118' A „020, vie 118) L 13/18'' LAMM 18- fig" OR 3106' A, 3/16' OR 1i4" SPACE, TM2LAM -(Mr HS..O90, 2U18' H8) 3. WINGOYII ANCHOR QUANTm8$ ARE PER A13,840ENT TA3LH AND BASED ON THE FOLLAWINO D bN2' FOR WINDOW 81228 NOT SHOWN, GO TO NEXT LAMER R WINDOW IN TABLE. • • HEAD & SILL 10 112" MAX. ON EACH 5106 t° siev91 RAIL 08 .1 . 88914'MAX.PROM i• • • ••• •• JAMBS, V MAX, FROM CORNERS ANDS; lir MNC.O.C.• • • • • TAgL2 • ,_ • • • • • • • '- • • ._ 1 +02+1 +02+1 Q 1+0+1+02+1 0 1+02+1+02+1 M 1202 +1 +C2 +1 0 1 +02 +1 +02+1 © 1+02+1+08+1 U 1+28+ 1+22+1 ©1 +28+1 +02+1 ®1+ +1+02+1 ©1202+1+42+1 p 1 +02+1 +002+1 Q 1+C D+1+02+1 1 +02 +1+01+1 a 1 +02+1+22+101 +02+1 +03+1 q 1+(841 +1©1+02 +1 +02+•1 Q 1 +0+1+02+1 U 1+02 +1+02+1 Q 1+02+1 +02+1 1+132' +172 +1+02+1 1 +02+1 +w +1 1 +42+.1402+1 © © 1+02 +1 +02+1 © 1 +02+1+42+101+82+1+02+1 nQ [ 1 +02+1+03+1 [3 1 +02+1 +." 101+02 +1+62+1 Q 1 +03+1 +08+1 o 30.0001139.318 48000 80.828 80.0 60000 83.000 1 +02 +1 +0241 p 1203+1+032+1 ®1 +02+11 1 1 [3 1+02+1 +02+101 +62+1+02+1 LI 1+02+2+02 +1® 1+02 +1 4+1 [3 1 +0+4+02+113 1+02+1 +(8+1© 1+02+1 ,,r 1 ©1 +02+1+02+1 q 1+22+2+62+1 p 1403+1 +02+1 Q 1+02 +14221+1©1+0 + +022113 1102+1 •- 1 Q 1+0241+62+1 Q 1 +22+2+02+1© +02+2+02+1® +2+t�+1 Q 1+02+1+02+1 ©1+02 +1+02+1 ®1 +02 +1 +q+1 [3 1+C2+1*2 +1 la 1 +C4t+1+CZ+1 ©1 1+02+3+272 +1 Q 1+�+1+Cg+1 1+02+14 02+1 ©1+ ►1 • +f ©1+62+1+02+1 ©1+09 1422+1+1'2+1 ©1 +02+1+02+10 1+02+1 4+10 1+02 +1+02+1 Q 1442+1+02+11 1403+ +2 +1 q 74.000x3E818 48.000 130.28 64.000 80 89.000 1 +02 +2+02+1 1+02+2+02 +1 1+02+1+02+1 +62 +1+02+1 1+02+1+04+' 1+02+ .r +1 1 +C2 +3+C 24 1+ +2+1+1 1 +C2 +2 +13+181+ +02 +2+0,2+1 2 +42 +1 1+02+2+02+1 1 +02+2+272+1 1 03+1 3 ANCHOR QUANi7T1'P2RJAMS v • • • • • • • • • • • • • • • • • • • • • • • • • • • • )0 •••• • •••• • • • • • • • • • •'•�" H9Ab AND SAl *NCH t iSt rr r. 1 +12+2 +02+1©1 +fit1+02+1 M 1 +02 +4+02 +10 1+102 +2+02+101+0 2 +2 +02+1 ©1 +02+2+02 +1© 1 +02+2+02 +1 Q 1+02+1402 +1 [3 1 +02+ « +1 LI 1+02+2 +02 +1 ©1 +02+2+02+1131 Q 1+02+2+02+1 Q +03+2403+1 q 1+03+2+•03+1 p A CLUSTER OF (3) ANCHORS O3NT8'RLO AT MOM M6gTM, RML1142,134 ANCHOR AT EACH OP a VENT PLUS (4 ANCHORS AT R08 &CTION. )) (12) ANL`HORB TOTAL 484 AND SILL. • • • MIN. O.C. ANCHOR *PACING • (3' ) • • • • • 1 +02+2+02+1 ©1 +02+1+02+1 Li 1+03 +•+03+1 ®1 +02+2+02+1 1+4r"2+2+L3'd+1 1+032+1+21+1 1+63+ +C+1 1+03+2+02►1 14 C2+2tt�+1 1+01+2+04+1 64,000 x x.373 462000 80.826 94400 90.000 83,0013 1 +C2 +41+62 +181+Gt+2 +tD+1 B 1 +C2 +2M�+1 � f +03+2+0 +1 � 1 +03+2202+1 � 1+�+3t03 +1 � 7 +CJ+2rCYd +103 9 +C2 +2tLEt1 1 +OZ++62+1 ©1t(k+2 +Ctt+1 1 +62 +2+1;2+1 1+0$+3+09+1 p 1 +02 +2 +82+1 LI 1 +22+2+42+1 ©1 +022+2+03+11U 1 +(8+2+03 +1 Q 1 +02 +2+02+1 q 1+03+9+03+1© 1+04 +9+04+1 © 1 +04+9 +04 +1 [ 1402+2+02+1 Q 1 +02+.2+0241©1+02 1+02 +2 +02+1 +2+C2+1 Q 1+02+ +02+1 Q 1 +03 +2 +03+10 Q9i3+.Yd ___ 1 +03+2 +03+1 1 +02 +2+(2+1 0 LI 1 +02+2+42 +1© L. 126 24- • • -•�•� 1•+-3' MIN. if i • •• • et a,rnpi;-r• with do Plaids Aunt 1w :r:... r .OQ 11838 t1a} , I REF. �, 7" MTG, NAIL, ---t 1 1 1 -4- 1-- -x=1.4 --- II ----- )C.y�� (� II x 1. 1+03+ 2+01 +1 ®1+0142+021'1 ©1+03+2 +039 +1 1+09 +2+03+101 +42 +2+02+1 1403 +9+04 +1 Q 108.318* 98.376 48000 80.E 84.070 60,000 63.000 1+03+8+02 +1 ©1 +02+2+02+101 1 +03+2 +C2 +1 +02+2}02 +1131 1 +03+.3+03 +1 +02+3+02 +181 1 +03+3+0 1 Q 1 +03+9+03+1 +02+3+02+181 1+02 +3 +02+1 Qn 1 +03+9 +24#1 Q +02+4 +02+11 1+•09+4+03+1 -.... Ty(•,,._ _..h --- 14+02 +3+02+1 1 +03+3 +02+1 El 1 +02 +2+22 +1 ©1 +034+04 +1 1+09+4 +09 +1 [3 �PLE OiL,US Q1Y 1NCHOR� 1+03+3 +08+1 Q 1 +02+2+ +02 +1 ©1 +03+ 03+1 ®1 +03+9+0941 w 1+03+3+03+1 Q 1+04+4 +04 +1© (SHOWN IN TABLE KEY ABOVE) 14.{03+3+08+1 ©1 +02+2+02 +1©1444+3+04+1 [ Q 1 +03+3+03+1©1+041'4 +04+1 1.� +3 +03+181+02+2 1 +02+3+02+1 1+02+3+02+1 a 181 1+03+•2+02 +1 1 +02+2 +02 +1 +04+3+04+181+04+3+04+181 1 +02+3j�02+1 ©1 +003+34043+1 1 +00'1 +3+d +1 ©1 +08+3+09+1 +04+340 +191+02+4+08+1 1 +02 +3+02 +1 p 1+02 +3 +02 +1 El 1+C2+4+' +62+4 +C2 +1 B 6 111,000x 98,379 48.000 80,826 62000 82000 3,3.000 lir 1+3" MINA, • 11411 1 -M--F 1-- +►It1- - -+h- •-t / ,.••�'•, - 0 /0 07 ' Nat>art3_CIad4Pit PE #08712 3watund 1+03+4+03+1 p 9' -"'1 I 1+111+3 +C2 +1 ©1+02 +2+02+1 ©1 +83+3 +03+1 q 1 +f t9+ 3+ 1 Q 1+03+3 +08+1 1 +011+4 +03+1 8{ Q II 25 �''-• -- "`- --- L 1 1 +03 +9 +03+1 Q 1+02+2 +02 +1 ©1 +03+31 +1© 1 +03+3 +043+1 q 1+03 +3+03 +1 � © - 1+•08+9+03 +1 [3 1102 +2+02+1 ©1 +04+ :04+1©1 1+04 +3+04+1 1+03+3+2+1 El 1 +04+3 +04 +1 a MTG. RAIL, TYP.- 1+08+3+03+1 Q 1 +02+2+02 +1 U1+04+ 04+11,8861+04+3+04+1 na U 1 +08+4+08+1 Q E 1MPL.k QUJSTER W/ QTY. OF (4)„} NCHOR8 oro 0R 3 PE.eleta P.O.89X112B NOXtxdI9,FLe4:8'4 ANCHORAGE SPACING, XOX (114 - 1/2.1/4) .K. F AL i I� tO00 `'/:e 7},.i .rr !rz,+�1 1:i III/ 41/.4 t, ,1,44 rY;; •,jai, ,86.21 :i .:u • , r, FORMAT HOLuAG88 . CLUSTERS ALUM. •' 1?NITAL1ZOI�LR)i�i1N)COINIMPACT FJ0 BYOB ELF 'IAl&Y8idN8•. :dlOTHRU 1�i+l6;OBeaer ?1110 . NTS 8 0 11 ,'....•. 412740 C R', iij71� rini ' GLASS 1%P8$ 0,D,E,F,I,J.L4 L meow SEE 48.000x 38.378 48.E 84.000 80.000 1 +C2 +1+02+11 03+1 +c3+t 13 .,. +1 p 02+1+03+1 q p 02+1 *L2+1 J 1+02+1+02+113 2+1 +12+1 u 1+02 +1+02 +113 1 +02 +1 +02+1 1 +02+1+ 1+02+1 +02 +1 1402+1 1 +02+1 8217: 38.378 48.000 80.825 84.180 *000 65 000 9Q • 99.370 48.000 80.838 84.0W 50.300 89.000 *003* *376 48.000 *.829 64000 ;0.000 $9 000 74.0304 58.978 48.000 80,528 84.000 80.000 fi3 1130 84. x T, 378 48.080 80.828 84.000 80.000 000 88.437 x = 78 48.0!0 80.025 84.000 x.000 1+02 +1+02+ 1+03+1 +02+1 1402+1 +02 +1 1 +01 +1 1 +02+1 403 +11 E U 1402+1+02+1p 1 +02+1 +02+1© +12+1 Q 1+02+1+t�1 p 1+02+1+02 +113 1402 +1+02 +113 1+02+1+02+1 p y'J ©1+08 +1 +024-1 p 1+02+1 +02+1 p d 024-113 1 ,,. 1 +0341 jQ 1+01 +1+�4-113j 13 03+1© 1+02+1+01+111+02 t+C2 +1 p 1 .'*+02.1 e s: jfl 1[ 1t02+1 .. +1 [ 1 .w.+ +03+113 +03 +1 Q +ti- 1+02+1 p 1 +02+14-. 1 0 1 +03+ +'01+1 Q 13 1+02+1 02+1 p 1+03+1 +0a +1 p 1 +02 +1 1 p 1.0.,c2+14+.1::2+11 p p 1+C2+G •- 1 E] II "ltp 1 +C3 +I *02+1 p p 13 1 +03+1 03 +1 © 1` 7 13 1+02+1+ 1 0 1403+1+03+1 p 1=EMIU 1+0+1 +• . ©M' ,113 13 01+8+1+08+113 1+ +C2 +1 13 p U t p 1 +02+1 I ++p 1+02 +1.03+11 j > ''1 13E © +r 1+42+ a 1 +02+ • . 1 13 .+ mm113 1 •+ 1+021113 1+03+1 +03+1131 +02+1 .- 113 1 • +1+02+. 131 +12+1 +024113 p 131 +02+1 *• 413 rEAUE1 iW" L " j�p 1+C2+ +C2 +1 p 1 . 1+03 +1 © 1. 1 +64+111+02+1 +. 1131+02+1 cam 13 ;� wt 113 1+02+1+02 +1 p 1+09+1+« 1 U UUMIMMUEIEMTZEIU 1+02+1 +03411 +02+1 :213 13 ui+cao+cao pearazlip 1 +02+1 +02+11 1+02+1+02 +1 p p p +0',2+1+02+ 1313 1 ;y+1+C.2+ +22+. p 13 11 1+++000222+++1 11 ++00W 22 +++111 13 ��1 Q • 6© j 3�jp 1+02 +1+ 1 �E *02+02 + p f% (% "'' � peri' p 1p 1 +02 +1+2+ p 1 +62 +1- +1 E 1 +Q+1 Q 1+62+1+02+ p ®1103 +1 02+1 Q �" + p 1 +02 +1 + 1 p 1 Y+1 p 1 +•y 1+2+1 p 00© p +1 p © 13 " p 1+2 +1 p 1 +1 01 1+10 +1 1 +v+ +02 +1 LIFF13n31E1 Ii1=11 « 13ji"' r 11p 1 +03 +1 +. +1 13 1402 +1 + «r+ 13 1 +03+1 + -+1 13 +.. +1+02 +113 1+02+1 +02+113 1 +03+1 +03 +113 1 +Q2 +1 +03+113 1 +02 +1 1311EIMMElliialil=210 1 +02 +1+02+1 p 1 +09+1 +09+1 © OFT311 . +071 +1 +• +1131 +.' 1992+1© + 1 +05 +1131 +02+1 +02+1 p 1 +001+1 +0'.9+119 �"yr •✓' 1 :117= "'. ©1 +09+1+08+1 ©�`..Yi ©1 +63+1 9 © Fa 3Q" p 1+03+1+02+ p 1 +02 +1 w +1 p 1+02 +1+02+1 p 1 +02+ +o.. 1 13 1 +02+1 +1241 p Egracauumrmczmu 1.072+1 +02+1131 •. +12 +1131 +033+1+. +1131 +. - 1+03+11a UKt *" + `la 131+02 +1+032+1© 1 • +1+02++103 1+02+1 +. +1 U143+1+ 1E1 pp 1+05+1.03+1 p 1 • ' 1+08+1131 +02 +1 +02 +113 1+03 +1+03+113 117FtSII•r'U 1+02+1 •- +113 1 +033+1 03 +1 © 1+0'x1 +1+05+1 p 1+08+1 +"n 113 1 +03+1+03+113 ,ii"j"it1" +1 i 'i j ©�: 0 1 1+03. in 1+09+1 ] 1 +04+1+ 4+1 p +• +1 +03 +113 +02 +1 •- 101 +02 +1+!02 +1 puninrau 1 +01+1 + +1131 +02 +1 +02+1 p 1c.13I'r's5 1jp 1+62+1103+1 13123:11100131 1+02+1 +x+113 1+09 +1+03 +113 13 _+02+1+ +113jlin'1aii4a(3 1+ 1402+1 UUlailIZEIU 1 +03 +1+08 +113 iz."- m.-ijp 1+04 +1402 +113 +09+1403+1 E] 1 +03+1 +03 +1131+02+1 +02 +1131 +.K 1+0.3+113 13j� j13 1+03+1 •< 113 1+03+1+09+1 p 1 +03+1+OS+113 13 1+05+1 13 0 1+03+1403+1 Q 1+03+1 +03 1 p 1+"" 1 +0x1+113 1 +04 +1 +04 +113 1 +02+1+02+1 1+02+1 +02+1 1+ W +1 +02+1 1+02+1 +02+1 1+02 +1+032+1 1 +02 +1 +03+1 1 +02+1+02 +1 1+03 +1 +03+1 1+03+1 +09+1 1+03+1 +03+1 +• -.. +1+0".2+ 1+02 +1 +02+1 1+02+1+02+1 1 +02 +1 +02 +1 Ore TECHNOLOGY NOKOMIS, 84278 P.0.8Qx ton NOKOM8. FL 8+974 r,* NNW J.J, NOTES' 1. ANCH051TYPE8: 1 -1/4" MOO TAPCONS 2 -114' ELCO 284 Gm CE -PM( 3 -412 STEEL SCREWS (05) 2. GLA88 TYPES: A. 5/16" E. 5118° C. 816" 0.718" 6.7/18• P. 7/16" 0.13/1 •0/8"A,.030, WA) - (118°A,.00,12" HS) MI - (1/9° H2..090,1/8" H8) 1 • (3/18' A..080, 3118" A) - (318 "A..880, 2118' HS) LAME •-(2/16" 0 /8" OR 31 M A, 8/118" OR 3V$" +PACE, 818' we- 1A" ken. A) H.12t1 LAME 1G .1/8' OR 3/18" A, 5118' OR 3/8" SPACE, 9118' LANG - (1/8" A,.020,118" 18) I. 43/181 LAME 10 -118' as 3118' A. or OR 3/8" SPACE, X18" LAME -(1/8 "H8,.080,1/8" H8) .1.13/18'jLAME 10 -118" OR 3/18" A, X18' OR 1/4° SPACE, 718' LAME - (3/18' A,.090, 318' A) K.12/181 LAME 10 -1/8" OR 2416" A, 3/18" OR 114" SPACE, 7!181 LAN1- (31(" A,.f390, 3118° HS) 1., 13/1 LAME I0 -118° OR 318"A.3118' OR 114" SPAN, 718° LAAAI- (x'16" H$.,090, 3/101148) 3. WINDOIP4ANO14014 au/WTI'1'IE8 AR2 PER ADJACENT TABLES AND EASED ON 114E FOLLOWING DIMEN81bNS. FOR W1NDOt+1 SIZES NOT SHOWN, 00 TO NEXT 14805 A WINOOW IN TAMS- * • HEAD 8 SILL: to lir MAX O x O A CCORDO M r RAIL CERIEERENE 28 814" MAX. FROM JAMBS: 8' MAX. FROM CORNERS AND 2•11/2'TwAX. O.C. • • • •. TABLE ;' } • • • • • • • • -•-- -ANCHOR WARM PER JAMB •••• •• • • • • • ACL + = "� •1 r A OHMS s •• ON EACH MEETING RAM 4Lf18 I • • • ANCHOR AT EACH • �BMf • • • PLUS (1) ANOHORB A ECTION. •••• (8) ANCHORS TOTAL hEtHBiDANP SILL. • • • • (3° MIN. O.C. ANCHORS9PACINOO ,iltllt -t 1 253/4" MAX. I"--31 MIN. • • • • • •• • 414 •••• • • •••• MTO. R*, TYP. EXAMPI},E CLUSTER VW QTY. OF (31 ANCHORS (SHOWN IN TABLE KEY ABOVE) - 26 3/4" MAX. TYP. •-� I.. -3" MIN. 01 9' REp. 1 • • •• • • • • • • • • • • • • mower 1124VMAD s.'aaptying with the Markle Andeitaxcmh+ Aseepthito ua froth. .IL 4 •• -1 11 %1 I MTG. RA l„ TYP.- EXAMPI CLUSTER VW QTY. OF (4) ANCHORS NCHKRAOE SPACING, XOX (113- 1/3 -1/3) ALUM.HORIZONTAL ROLLER WINDOW, IMPACT L9slbly flitter s "4'. HAM 1 NTS 8 d 11 I 4127 -10 C 'tame L 01.2. P.E. P8 2:18712 BWalunl I CLASS T7PES A.0,0,H ;MASS TYPES 0,D,E,F,I,J,K, L ANCHOR TYPE 3. WOOD -CONC- A SUBSTRATE WINDOW 091213 37.00(1 x 38.375 4.000 50.025 54.E 00.000 63.0000 48. x 5. 75 *000 60.825 64.000 00.000 83.000 ,r, 125 x 48.000 50.$28 54.000 60.000 - -- -13.000 80.000x' 48.000 80.628 54.000 83.000 0 X 38:375 40.000 50.525 84.000 80.000 83.000 74. 48.000 50.628 84.0100 80.000 83.000 1+02 +1 —I CONC 2,3, WOOD 2, CONC 1, CONC D D ® 1 +C2+1 UR MUGUOLI ` EILIM iY® Waal 1 +02+111 1 +132+1 (1 [I( +' © 1+02+10 11=1E1 1+02+1 U ' E`i UI JUI (1 1 +132 +1 11311EalU MI© ' '« LI MIELIMMIL11 4+03+1 1 Lam, J(1 0 1+03+1 11L]IE . lII E21El EM IL' 1+02+1111 1 +c2+ LJI](1 ©gip iQz3i1 ©ii ilaig` 1L71 +(12+ A l ©fi z�i1El © 1+02 +1 (11+ 3+ J 1 +02 +1 mum 1© 1 +03+1 (: MaILIW 1(1 1+03+ (11 +02+ J 1 +02 +1 ( 'fir LIE; -CZILilligallial=101U =BEOf —lUL"' 1 7 7i Si II lU ia L7B:'Eii 1p 1+02+ AE I(LIM i1El MEMO= U_iLA 1© (1 II© ©1+03 +1 LIii 131 ®iiEllUirSZi1p iQ l©I EELI 1 +C3+1 IULIEMLIIMZUllUiliMILI ii +i1( '' 1 ©1 *031 _i:' _ ____ `K _ iiL" ill! +q +1 36201IL7IMII11 LIII i1 ©iiZ'. i11LI fi ilLlii:�i110 2 +132 2 al "02+1 IUMIIIILIUMILI Q x"1 1l7ii EMa lLIC MILMBx3il© 2 +03+2(1 UEZILIIILIRAZUUELQUI=IUMMEI Iff 1113111 331( 11 iiii.�i11�! i��ili� •� LIELIiB.L�III •`� O.r:.�3L� Crag UM"MM UIL +Q3+ (11 +03+1(2 +04 +2 p EXIMUNEMILINEMIAMMUCEMIUMZEIII F%Q 1+02 +1 (1 2 +03+2 11E1 Main 1 +02 +1 ©E£ © E1El11L1 +03+2 (1 2+03+2113 1 +.'+1 ©F 10 E3i 3LlI10il ©Eii i 3LI 2+03* ` 1131=311 2+03 +2 p EPONALMEILIEEMILII 2+g3+2 (LEWELI 3LI ii :ralLIMBUE LIEMI! ©E aLIGI Ei 3® +432+2 ULZMILIEUEUELELIU=EU F 21(E 3EI 2 +03+2 (,;I +03 +2 ( I U F2 +03.2 EiELlIZELI 1 ICI 1K LlEa©Ei=A 113112MULE021111112EMUCLUMIL=L1 12111 3i1(1F 1(1 +C3+2 LIfEI d ©I lLI 1+132+1 1+02 +1 1 +03+1 2 +03 +2 FJL it F. F 7l?P� A FORMAT r4 i+ LLU81W1$ ADD $PAGEDA IONS OLA837YFERD MID L 1 1o7o TECHNOLOGY DMVe NOKOMIS, FL 849x6 P.O. WC( 1898 NOKMUS,.pL24274 NOTES: 1 FOR 1 •1!d• ELCO APCONS 2.114.2LCO 884 CRETE-FLEX 3 - 412 2. MASS TYPE& - A.8/18'LAMI (118` 1/8" A) S. $118` LAMfI cur k080,118 HS) C. 8/18' LAMU -(1/r H8,.090,11 ' HS) D. 7118' LAM 1L (3(16" A,.080, A) & 7116' LAMI t (3/WA,.090, 3118" HS) F. 7116" LAMI } (16' H8,.090, 3H8° H8) 0.13(18" GAIT( 10 -1i• OR 8/18" A.8/16" OR3/8" SPACE, NW LAMI H. 13/16' 10 - 1/8' OR 8/18' A, 8118' OR 3/8' SPACE, 8116' LAMI 1. 13/18" LAM 10 -119. CR 3/10' NW OR 818' SPACE, 5/1 ' LAMI • 4.46(18' LAMI 0 -118" OR 3110' A. 3/18' OR M, SPACE, 7118" LAW - K.13/18' 10 - U8' OR 8/16" A, 8115' 1/11 SPACE, 7118' LAMI L 12!18' LA 10 - 1/8' OR 3118' A, 3/16' OR 1/4' APACE, 7(10' LAMI 8TEEL SCREWS (08) - (118"A,.090,118 "A) - (118".4,.090,119' 148) (1!8' HS "000,1!11' H8) emir A,.090, 8118' A) (8/16' x.090, 3(18' HS) -(3118'H8,0 0,3/10'H8) 3. WINDOW ANCHOR QUANTITIES ARE PER A18JAt8NTTARLE AND EASED ON THE FC1.1.8WINNG DIMENSIONS. ! FOR WINDOW SIZMS NOT SHOWN, (30 TO NEX1' LARGE:A OW 1N TABLE. HEAD & SILL: 10 1/2' MAX. ON EACH SIDE or METRO; 3u►9- CENTr 10)Ey.' 183/4• MAX. FROM COMERS. • • • JAMES: 9' MAX. FROM CORNERS AND 221/ '1tlAX.tC. • • • • • • • TABLE KEY: • • • • 9" REF. ANCHOR 0UAN31TT F IAMB •••• A 1.111100Mnala CENTERED ON THE 4IESTRISA L PLI/8 (2) ANCHORS AT OPERABLE VENT AND map 8f TI01t. t7) ANCHORS TOTAL Nitgima 4mp SILL (3' MIN. O.C. ANCHOR SPACING) • • 83/4' MAX. • • • I e MT0. RAIL EXAMPLE OLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 8/4" MAX. —+- 112' TYP. / site 10-4-- 9' REF.: 4 O Mitts. RAIL EXAMPLE II -LATER VW QTV OF (4) ANCHORS, IN¢HORAGE SPACING, OX AND X0 WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HMO NMI 70 0 11 rim' 4127-10 tr • •• • • • • • •• • •• • • • •••• • •••• • • •••• Illeo • • • •• • • • • • • • • • • •. • • • i oDUC7'AILVIsso Asa unin rlorxm M,opumv• M" If,to P/4// Robot L. at* PA PE @•712 8fr tU0l ® B MI4.34 K81 CONCRETE Ix WOOD BUCK, NOTE 13/4' MIN. E.D.7YP. 2x WOOD BUCK. NOTE3 ••i, NOTE 1,(N CONCRETE ANCHO 1 1/4" MAX -+ SHIM MAX SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FIANGEIRAME HEAD SECTIONS 13m MIN. puI.•.rrtl WOOD ANCHOR, NOTE2 sir MIN. j""" ali ll {l l , 2x WOOD SUCK, NOTE 3 J 1x WOOD BUCK, NOTE 3 CONCRETTE ANCHOR, NOTE 1 114" MAX SHIM CONCRETE ANCHOR, NOTE 1 DETAIL E TYPICAL FLANGE FRAME JAMS SECTIONS A DETAIL F r • 1 ' •.I ' 13/4" MINA MIN. 34 KSkr E.D. TVP• CONCRETE DETAIL C BUCit, ® — — — NOTE 3 V4° MA SHIM 1 1/4' MIN. (1.8 OR MU) PERNOTE I " (3.4 KM CONCRETE) NOTES: COUNTY A1. FOR CONCRETE TAPCONBS EMBEDED 11316' MINA. OR 114" 884 CRETE-FLEX use EMEEDED 13/4° MI MINIMUM DISTANCE FROM NCO ANCHOR TO CONCRETE EDIbP I81314 ". FLATHEAD ANCHORS MUST BE #12 TRIMPIT HEAD. 2 FOR WOOD APPLICATIONS IN MIAMI -DADE CCUNIY, USE #12 STEEL. SCREWS (06) OR 1/4' 8S4 CRETE -FLEX WITH Ea 212 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN'THE SECTIONS ON THIS PAGE AS Ix ME PUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1112'. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BEE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPN'T8D Ao 2x ME 1 1/2* Tome OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO SE ENGINEERED; BY OTHERS OR AS APPROVED 8Y AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TOTLU INUM: THE MATERIAL SHAM SEA MINIMUM STRENGTH OF &i63 -T6 ANDA MINIMUM OF 118" THICK. THEE ALUMIN STRUCTURAL MEMBER SHALL SE at SIZE TO PROVIDE PULL SUPPORT TO THE WINDOW FRAME SIMILAR THAT SHOWN IN THESE DE'.'I'AI.B FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE A 512 SHEET METAL BORSW PULL ENGAtdBMSNT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN UREB AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY SE USED. &. MAT IRIALB, INCLUDING PUT NOT LIMITED TO STEEL. SCREWS, THAT COME IJT0 DI8SIMRAR MATERIALS SHALL TAM THE REQUIREMENTS 0141 LORi8A WILDING GME ° 1° MIN. EI.D & SILL DETAILS A, S. C, D, & H) 114.. •�: (JAMB DETAILS E, F & 1) IMO $i;t ;. a.a S • as G FJC klarl I7gi J:aiR >IiTf.1 d 'Pef. F.eei { 11111 DETAIL H (HEAD) DIA. MIN.* 2112' NAIL AT, CORNERS AND 8' O.C. TYPICAL DETAILS G, H & 1. WITH OTHER RRENT VAMP. • • • • •• • • ••• • • • •••••• •• • • • • •••• • • s• • • • IP • • • •• • • • •• • • • • • •• •• •••• • • • • • • • •••• • • • • • •••• • • •• • • • . • • • • •• • •• • vtct...t1'•'' ;t'i':te::eaP1es1M gsi.::!CC?a • MaTtatro No O me 0.0 r+z±2I _w DETAIL O (SILL) As DETAIL I GIAMBIIN A TYPICAL INflEGR L F N FRAME Sk0TIQNS 000010%, 006 00. WX 1824 NOMA PL 342f4 VW* hater ANCHORAGE DETAILS ALUM I HORIZONTAL ROLLER WINDOW IMPACT HRYM Half 11 a 11 ew 4127.0 c. g'/ % P;oberl L oa*M, P.E. PE0.0012 MIAM COUNTY •• •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • BUILDING LODE COMPuAl Oka (BCC`O1 • PRODUCT CONTROL D1VISIOV ••• : • • ••• • • •• •• • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • •• • • • • • • NOTICE_O1+' ACCEPTANC1 (Di0A) - -- .. CaWindows & °Doors • • • • • • • • • • • • • 10100 NW 25 t = • • •• • • • • • ••• •• MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130-150 (305) 3752901 FAX (305) 372 -6339 yip m�,imidso�lbuuidi e U+B31172_ SCOPE: the use of con�rrnction This NOA is being issued under the applicable rules and moons governing materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Beard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). Control This NOA shall not be valid after the expiration date stated below. The D Product County Division (In Miami Dace County) and/or the AHJ (in areas otter the Muni D right to to have this product or material tested for quality assurance purpo�- If this product or material' faib 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 then' 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 budding cue. This product is approved as descrlfed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: &des 238 Aluminum Fixed Window - MILLI. APPROVAL DOCUMENT: Drawing No. W99 -18, titled "Series -238 Aluminum Fixed Window, sheets through 8 of 8, dated 02/19/99 with revision E dated 02/05/08, prepay by AI Farooq Corporation, signed and sailed by Humayoun Farooq, P. E., bearing the hi nt 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 RATINGr m:Fend Small Missile !mind Resistant LABELING: Each unit shall bear a went label with the manufacturci s name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted he vin. 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 negafively affecting the perfomnince alibis ptoduct. 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 ofNOA. ADVERTISEMENT: The NOA number prided by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion oftheNOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0928.01 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document motioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 0S- 030 #-06 E pirafianDate: October 26 2008 Approval Date: April 24, 20 Page 1 • .•• • • • .•• •. •• • • • •. .• • • . • . . . . . • •. . CGI Windows & Doors • :':: ....••• •••• NOTKE OE ACCEPTANCE; .EVIDENCE SUBMITTED • • • . • • • •.. • • •• • • • • . • . . • : :.. • • .... •. • •A. DRAWINGS ••• •• • •• • • 1. Manufacturer's die drawin 2. Drawing Ne; l0, Sbc t. 13brodgh 8 of 8, titled "Series -238 Aluminum Fixed Window", datC1 =19/0 Mgr 'se visiiga E dated 02/05/08, prepared by A1- Farooq Corporation, slgmed an$ sealed Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202-94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, Test Report No. HTL 1107 --98, dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 2. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Ling, per PA 203 -94 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane ane Testing Lab, Inc., Test Reports No. IML-)080-0203- 99 & 1111-0080-N06-99, dated 11/29/99 for specimen #1, 2, 3, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 3. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hunicane Test Laboratory, Inc. Test Report No. 0- 1127 -98, dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0921103) 4. Test report on 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading per PA 203 -94. along with installation diagram alum. fixed, casement and project -out windows, prepared by American Test Lab of South Florida Test Report No. ATL- 1209.01 -94, dated 2/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA# 06- 0928.03) (For Reference only). 5. Test report on 1) Large Mlssile Impact Test, per PA 201-94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 Along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL- 0080-0303- 96, dated 03/06196 for specimen #1, 2, 3 & 4 and FTL -1041 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. (Submitted underNOA# 06- 0928.93) (For Reference only) E -1 Mangy r P.E. Product Control ; er NOA No. n N el IX, t 4) Expiration Date: fiber 26, 2008 Approval Date: April 24, 2008 COI Windows & Doors NOTICE ACCEPTA.. NCE/:. .EVIDENCE SUBMITTED ... .. •.. • . •. • • ...•.• • • • . •• • • • • • • • • ..•• • • ••• •• • • C. CALCULATIONS 1. Anchor verificahgnpalgulap.onsmd strpctural analysis, complying with FBC -2004, Preps by AlF80104 antolation, Bated 08/30/06, and 1 1/29/07, all signed and sealed by Humitykra q,,P.P. Comps whit AMA( EL 300 -d2 • • • 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 Intel-layer" dated 05/04106, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance, dated 11/29/07, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance w/ FBC 2004 dated 08/25 /06, signed and sealed by Humayoun Farooq, P.E. (Submitted wider r 1 VOA # 06-092&03) 3. Statement letter of no financial interest, dated 08/25 /06, signed and sealed by Humayoun Farooq, P.E. (Submitted underNOA# 06-0928.03) G. OTHER 1. Notice of Acceptance No. 07- 0928.01, issued to Construction Glass Industries for their "Series 238 Aluminum Fixed Window — L.M.L ", approved on 11/01/07 and expiring on I0/26/08. E2 Manuel Perez, Product Control NOA No. + : ; �,,. 06 Expiration Date: October 26, 2008 Approval Date: April 24, 2008 GENERAL WINDOw�;¢- EC'IIONS WIDOW WWI Hi" MATT. TYP. CORNERS AT EACH ENO AND 18° O.C. ON SHORTER SAS 20° 0.0. ON LONGER SIDES MAX. 1 FOR GLASS TYPES REFER TO SHEETS 3. 4 & S. • • • • ••• • • • • 4ftbm..MUNTBIS • •• •• • • • • •• 1r MAE • • •• •• • • • • •• • • •••• • L VnrwV VmTH „ EXTERIOR • ANCHOR SPACING TO BD ! ••FO%LOWS ti 0.0, ON LONGER SIDES 18° 0.0. ON SHORTER SIDES •••• • •••• •• • • • •• • .• • • .• • •• • •• •• • • • • • •• • AMA USE CHARTS AS FOLIOSE DETEIONIE RENO@ WINS LOW Reaumgmerr HAND ON MOW VELOCITY. BLOC. HEIGHT, SIND ZONE USING APPLIGN IE ASCE 7 STMT. SEE C,HARTB ON SHEETS 3 1HRU 5 FOR DESIGN LOAD CLASS SE MO ON APPUCAIRE Me °CRATON. USNO CHART ON SHEET 7 SELECT ANCHOR OPTION MITN DO NA WIND MORE 714N =ON LOAD SPECIFIED W 8117 1 ABOVE THE WREST VALUE RESULTING FROM SUPS 2 AND 3 SHALL APPLY TO WORE SYSTEM. FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE COI MULLION N.O.A. THIS PRODUCT HAS BEEN DESIGNED AND 72872A TO COMPLY MITH THE REQUIREMENTS OF IHE FLORIDA BUILDING CODE INC 1 VELOCITY INIR ff ZONE (HVHZ). 2004 E (REV. 2000 W000 BUCKS BY OTHERS. must BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS UB1ED, SPACED AS SHOWN ON DETAO.S, ANCHORS SMEDMENT TO BALI: MORAL SHALL BE BEYOND WALL DRESSSM OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION NCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MA1EIaMS 0281280 BUT NOT LIMITED TO STULATEIAL Ste, THAT COME NM CONTACT 2004 maim BLDG. CODE SECTION 20032003.8.4 (SUPPLEMENT 2000/ 'sower Nauss asoderastresturiodes No Date ITTOI 28 20 a 4 a 0 7 00-373 00 -370 001-380 OB1 -378 QUANTITY 4 4 4 4 4 4 AP-428 0200 x100 AS RE00. 2/ COMER N0i1 (8/18• IAN. GL49S) Mr Ow- IAX 040» 0800 (7/18' LPL GAO MASHO OFAO . 11900 CORNER 881 ASO VCR OORNSR 081 PRWE 1E10'Hk1t8I1e+P016 VENT IWARIERSTRIPPIXO seism 8081 -70 SOSS-70 6010-70 X10 0001 -15 0.0 000 91. 91781. 114x7 ROAM 08 00 00146B% OR SOW. OSPLE0 OR 000111. WW1 00 0510. 120410 OR EOLM: mat wens a 20• oC LONGER SUES. 1a 0.0. 9202002 sus MAME A2O W41 AOSONLY SCREWS SCHLEGEL SOUS 8ca8E010. 0-1.011 /1O x1' SS 00 /to x I -1/4' s3 7AB PIEFOSNANCE GAMS OF IYPACT RESISTANT 1 *43014 90 SORTERS =PARED REM 1O NEWS 0 AND 7 TOR INSULATION WNW WINDOW DUEL 0(888 TYPE '3' CUSS TYPE '3' 80)19 18+2611 PRG ( +) INT. () 011: ( +) INT. (-) 24' 110.0 190.0 1100 1800 30` 110.0 1440 1100 144.0 36' 78' 110.0 1220 110.0 1204 42' 36 ' 110.0 120 .0 110 0120 .0 48" 101.4 101.4 1100 120.0 94' 84' 84.0 84.0 1104 1204 00' 74.7 74.7 1100 1143 24' 110.0 185.4 110.0 1682 30' 68- 110,0 1424 110.0 144.0 36' 110.0 120.0 110.0 1190 42' 42' 1020 1034 102.9 1029 , 48' 106„ 88.0 864 102.9 1020 54' 120' 75,1 75.1 1029 102.9 60` 59.4 S0.{ 00.0 90.0 24' 63' 110.0 183.1 1104 160.0 30' 110.0 117.8 110.0 120.0 38' 101.4 101.4 1104 1250 42' 48' 684 884 102.9 %99 48' 88.4 759 75.5 904 90.0 54' 644 68.4 90.0 90.0 60' 83.8 63.6 , 904 904 24' 110.0 1340 110.0 104.3 30' 661.4 09.4 1104 120.0 39' 849 849 1104 1200 42" 54' 75.1 741 102.9 102.0 48" 644 68,4 90.0 60.0 64' 554 86.8 80.0 004 60' 594 594 80.0 820 24' 110.0 110.4 110.0 120.0 2 87,8 67.8 1104 1020 38' 74.7 74.7 110.0 114.3 42' 60' 044 68.4 909 90.0 48' 639 639 909 60.0 54' 59.0 09.0 60.0 804 24" 110.0 112.5 110.0 120.0 30' 641 03.1 1100 120.0 36" 06' 66.0 68.6 90.0 60.0 42' 541 55.1 00.0 909 45' 841 56.1 054 199 24' 105.4 105.4 110.0 120.0 30" 74.0 74.0 1104 120.0 35' 72' 59.1 593 90.0 90.0 42' 51.2 51.2 90.0 904 46' 409 49.5 939 539 FERFLOOKANCE VALUES OF IMPACT RIZOSTANF 11NDOws SHOWN REOU650 MIR 70 5HEE1S6 AND 7 F 65343.41014 *97AES 1150197 tom. WASS TYPE '>P - 00299 TM '3' MOTH HOW EXT. ( +) INT ( -) EAT. ( +) NIT. (m) 24' 47.5 97.5 110.0 1204 30' 672 67.2 90.0 90.0 38' 78' 04.8 50.8 60.0 90.0 49' 451 48.1 841 56,1 24' 1034 103.0 1100 120.0 30' 84' 674 63.0 90,0 900 38' 47.3 47.3 90.0 90.0 24' ' 5 7.5 57.5 1100 130.0 30' 68- 58.5 68.3 994 960 38' 41.9 41.6 060 904 24' GM WA 904 900 30' 106„ 539 83.5 900 904 24' 120' 56.5 599 904 904 WIDOW LENGTH MN. 1110TH MADTFI AND 1.040111 006T6 CAN 112 O=AOED VEROC8U7 ON HORIZONTALLY AS SHOWN. PROFORWANCS 6002!54 OF *47* T ileelsTANT 7144014 worms wwwwwwo REFER TO 9I83TS 8 AND 7 TOR 10112.101524 0EMS 304.907 DINS. GUN TTPS If CLASS TYPE '3' 1600FI HMV 60'. ( +) 14!. ( -) DR. ( +) *40* ( -) 19 -1/6" 110.0 210.0 1100 210.0 26-1 /2' 110.0 1682 110A 1802 37' 20' 110.0 1982 110.0 186.2 83 -1/8' 1100 1204 1100 1204 10-ix 110.0 200.6 1100 200.6 23 -1/2' 110.0 163.0 110.0 183.0 37'- 1104 1168 1100 1160 53- tie 81.9 810 110.0 112.6 16 -1/8' 110.0 185.7 110.0 185.7 26- 1/2 "ir 1100 125.2 1100 147.2 37" 92.1 92.1 110.0 1168 53 -1/8' 668 866 85.3 86.3 19 -1/8' 110.0 1779 1104 177.5 • 26 -1/2' 98,1 10.1 1104 1231 • 37' 63' 98.6 069 01180 110.2 83 -1/8' 689 86! 0 SP3 843 • 19 -1/8' 110.0 106 3 840 1203 • 26 -1/2' 74 -1/4' 65.3 082 11100 1209 3T 88.4 •4 • °9d0 00.0 •••• • • •••• • • •• •• ••• ••• •• •• • •• • • • 1 • •• • •• • • 4 •••• 3446 af•%A S - • • gS*9lD( -- ••i�•••• 3/20' AI04. GlAi. • • • • • n• • • • 4 •• • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASIM E1300 -02 (3 SEC. GUSTS) 7/10' N0M[NAL GLASS TYPE '3' awl t 111.11025111 608000 CANN. 3I /_� • •• • •• �� • • • • . •• •S4� is .6 • • • H .b. *owing n0. W99 --10 shoat 3 of 0 PERFORMANCE WAIVES OF IMPACT EWSISAANT WINDOWS NO *0150 REQUIRED 10 EXTEIS Me 7 U FOR 8 STAUAT50 OEMS ENDOW DR@I. OGSS T79E '6' 51012( INIG1 f OCr. ( +) 1117. (-) 24' 110.0 1958 30' 110.0 180.6 , 36' 110.0 1.10.0 42' 36' 110.0 120.0 48' 1104) 1209 54 1104) 720.0 60' 1104 ' 1200 24 " 110.0 104 30' 110.0 155.8 35' 110.0 1200 42' 42' 90.9 111.9 40' 58.9 111.9 54' 960 1114 60' 90.0 no 24 110.0 154.4 36' 110.0 1620 38' 110.0 1000 42' 45' 960 111,9 45" 84.8 97.0 84' 900 90.0 60' 900 050 24 110.0 1774) 30' 110.0 1104) 36' 110.0 120.0 42' 54' 059 111.9 , 48' 90.0 900 84' 800 626 or 116.0 50.6 24' 110.0 120.9 30' 110.0 120.0 35" (10.0 1120 42' 00.0 90.0 45' _ 00.0 90.0 54 80.0 890 50" ` / 70.0 700 63' 70.0 i-7- - 68 - -- - 70.0- 70.0 ® 9+x0 0 72' 700 700 75' 704 720 76' 70.0 70.0 81' 70.0 70.0 84' 60.0 60.0 57' 80.0 50.0 PERFORMANCE QALITEB OF 3MPACT san5:AN7 WINDOWS NO 9MATER6 REQUIRED FOR INSWA9ION 6 NA 7 OETAS,S 16010016 1610716 24' 30' 36' 4r 48' 54' 5r 60' 63' 4)3' 60' 72 Dr 78' 51' 04' 8r 24' 4r 46' 51' 54" 57' 60' 53' 65' 66' 72' 78' 18' 81' 54" 57' 24' 30' 55' 42' 48' 48' 51' 54' 57' 60' 63' 65' 69' 73' 75. 18' 51' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 10 EXCITERS REQUIRED REFER TO NUTS 6 ASO 7 FOR 050003 1100 OEM.S 116010' Sr 0760 11004 M' EM. (+) 110. ( -) 110.0 120.0 110.0 120.0 90.0 920 60.0 900 BOA 504 70.0 70.0 70.0 NE0 70.0 704 660 654) 65A 668 625 650 55.6 856 5047 50A i 560 50A 72' 50.0 50.0 504 50.0 50.0 1(0.0 120.0 1100 1200 164 50.0 90.0 90.0 90.0 500 760 70.0 700 70.0 70.0 769 70.0 704 66.6 65.6 534 SSA 500 80.0 500 50.0 76' 50.0 50.0 20.0 500 500 110.0 904 90.0 00.0 750 700 704 70.0 700 70.0 509 55.0 504 500 660 800 1104 900 620 10.0 700 700 70.0 70.0 700 700 804 500 500 60.0 50.0 50.0 50.0 50.0 50.0 W NIXN/ WIDTH 24' 30' 42' 44' 48' 51' 54' 57' 60' 53' 65" or 72' 7' NEON 84' cuss 1Y2E '8' EXf. (4) 1161. ( -) 1100 120.0 60A 904 PERFORMANCE or new v >S NO 91011568 REQUIRED REFER TO MEETS 6 NO 7 Fat MISTNAADON 057.00E DOA 90.0 70.0 70.0 70.0 700 700 70.0 700 70.0 70.0 720 520 70.0 700 504 24' 30' 33' 36' 39. 42' 46' 48' 132' cuss 1(35 '0' HD: ( +) 1117- ( -) 70.0 70.0 70.0 700 700 704 70.0 500 50.0 509 80.0 60.0 504 500 600 500 509 50.0 24" 30' 35" •• 42" 45' 48' 51' 54' 57' 60' 83' 66' 96' 1104 120.0 904 00.0 900 004 709 70.0 24' 30' 33' 36' 38' 42' 45' 24' 30' 33' 39' 144' 704 704 70.0 700 80.0 500 504 50.0 50.0 804 756' 50.0 70.0 70.0 50.9 700 704 50.0 550 50 609 50.0 *0 70.0 70.0 70.0 70.0 700 500 50.0 50.0 500 50.0 500 50.0 504 500 80.0 24' 30' 3r 36' 39" 42 45" 48' 51' 64' 57" 50' 103' 014 909 70.0 700 70.0 70.0 70.0 70.0 0 50.0 00.0 50.0 50.0 320 00.0 50.0 50.0 50.0 50.0 24' 30' 33' 30' 39' 42' 46' 411' 51' 54. 120' 10.0 90.0 709 10.0 70.0 70.0 10.0 70.0 50.0 500 50.0 50.0 500 60.0 50.0 50.0 804 504 50.0 500 16076E AND LENS* IMMENCONS O 05810 VERSO w OR 14051777/6016 4)9 SHOE. NOTE: / GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) PERFORMANCE WAIVES OF IMPACT RESISTANT WINDOIWS NO %RATERS REQUIRED REFER TO SHEETS 5 AND 0 FOR 0 SOWATIJE EIEPAS WIDOW 75/113. RIM 14569116 10-1 . @T'Et 28-1/2' 1100 160.7 37' 1100 100.7 53-1/8 110.0 1204 18 -1/8" 110.0 210.0 26-1/2 -a /0' 110.0 177.3 37' 4)0 110.0 120.0 63 -1/5" 110.0 1204 10 -1/5' 110.8 2104 26- 1/2!e" 1100 16547 37' 11%0 EMU 53- 8 -1/8" • • 28-1/2* Le arriumo 37' • re • 3=31E= 53 -1/6" • VIER EMI 18 -1/8' EMI EMI 26-Ur • •4-1/4" 1•M MAEIP 37. ••.• 63 -,/6" • • •• •• • • • • • 3/15' HMO KAU Aso Mow& soma AO • •` •` • • • • • • • •••• • • •••• •••• •• • • • 4 •• • /16' NEAT 919011'0 CAS 50. C414E /16" 1601014 GLASS TYPE '6' Epn mulmyowl FAST NA. 11 93357 FEB 8 8 MB • ••• • ••• • • • •• • • • • •`• 1 k 1 F drawing 610. W99 -10 (Viso 466 8 • • • • PERFOINANDI VALDES OP DIPACT DI668TAN7 WINDOWS NO smunes mumiso REFER TO SIMMS 8 AND 7 FOR MMALIATION OEMS PERFORNANCE PAWNS OF IMPACT RESISTANT WINDOWS NO SHUTTERS REaustui REFER TO SHEETS 0 ANO 7 FOR PESSULATION 021190.5 900107 8285. MASS TYPE le CUSS TEM '29' maw, nms. awe ma '89* 014951502 VA` turm MONT EXt (+) 101: (-) DO. (4.) INT. (-) vim Hew Exr. (+) Jur. (-) ENT. (0 Ira. (-) 24,* 30" 343` 42' 411" tie Er 38 110.0 0020 110.0 185.8 24' 39' 3? 42' Te 103.6 1026 110.0 174.0 71.4 71.4 90.0 00.0 110.0 144.0 1101) 1525 54.0 54.0 900 80.0 110.0 120.0 110.0 130.5 110.0 120.0 110.0 120.0 , 48.9 46.9 90.0 90.0 107.7 107.7 110.0 120.0 24' 30" 36' VS 109.4 109.4 110.6 120.0 00.1 90.1 110.0 120.0 67.0 47.0 90.0 00.0 50.2 50.2 90.0 - 60.0 , 704 78.3 110.0 120.0 24" Sr 38" 42" 49' 54" DV 42.. 110.0 taw 110.0 1934 24" 30' 35' 06" 92.9 sus i106 tgao 61.8 09.0 90.0 90.0 110.0 144.0 110.0 156.0 44.2 44.2 90.0 90.0 116.0 120.0 110.0 120.0 102.9 1029 US 111.9 24" 30' 108* 74.0 74.0 90.0 80.0 65.8 efA 96.0 90.3 90.3 96.9 111.9 79.5 79.8 90.9 111.9 24" ' 120 04 624 96.0 704 70.6 904 90.0 ... '05. 24' 30* 311* 49' or 54* 00' 48" 110.0 180.0 110.0 194.4 110.0 120.0 110.0 1200 107.7 107.7 110.0 120.0 90.3 903 96.9 111.9 /..., 0 WINDOW 1.040111 90.2 80.2 841 97.8 72.7 72.7 90.0 90.0 074 67.5 90.0 90.0 , 5%; 24' sr 36' 42" 45* 54* 66' 64' 110.0 143.3 110.0 177.8 100.5 100.6 110.0 120.0 90.1 90.1 1100 120.0 1._ 3010 MN IND LENOIR tmessmota CAN SE ORIENTED VER193913 OR 901030NOLLY AN DONN .03/2 79.8 728 90.9 111.9 72-7 ri.", 90.0 00.0 09.9 59.9 80.0 80.0 52.7 92.7 80,0 80.0 24' 30* 38' 42' 48' 54" 110.0 120.0 110.0 120.0 93.3 93.3 110.0 1204 79.3 79.3 110,0 120.0 70.5 704 90.0 VOA 67.0 074 90.0 90.0 62.7 eV 600 60.0 24" sr 35' 42* 441. 05' 110.0 119.5 110.0 129.0 87.2 87.2 110.0 1204 . 70.7 70.7 90.0 60.0 91.7 61.7 920 90.0 594 59.6 90,0 00.0 24' 30* 35` 42' 411* re 110.0 IDS 110.0 120.0 20.8 2E8 110.0 120.0 82.9 82.9 904 90.0 54.4 54.4 99.0 90.0 524 52.9 90.0 90.0 1/9' TEMP. GLASS 1/8" ANN. MASS PiTERLAYER SAME( WEI 1/41r ANN. MASS maw= mums oF IMPACT 11813ISTAN1 WINDOWS mo swims RECIUMED REFER TO SHEETS 8 MO 7 RM 180OL1.41204 OEMAS 91101910828. cuss TYPE IA 01458 1182 '101' 1021114 HECHT 00. (+) OM (-) Da. (+) 111T. ('- 19-1/11. 20-1/2" 37' 530/8" 110.0 210.0 110.0 2141.0 110.0 160.2 110.0 180.7 110.0 166.2 110.0 1130.7 1100 120.0 110.0 120.0 19-1/0' 28-1/2' ar 53-1/6" 38-3,41" 110.0 200.8 110.0 210.0 110.0 163.0 110.0 177.3 110.0 1162 '110.0 120.0 87.0 820 1104 1220 19-1/8' 20-1/2" 37' 33-yr 50-5* /6 110.0 105.7 110.0 2100 110.0 133.0 110.0 169.7 0.9 97.9 110.0 120.0* 70.5 VS 45.3 853. 18-1/8* 25-1/2" 37' 53-1/ir .... Da 110.0 1t1.5 • 115.0 204.8 104.3 104? ',to ,20," nv *51• : ?Ito 120.0* etLi 004.• • •111,3 814 19-1/6" 28-1/7- 37- 74-1/4" 1104 12041. • 410.0 120.0 90.5 110.6 1140 12D sea 331• •, 100.0 ma 5/4" IRMA= GLASS TYpE VA' 02-11100 STUMPS NOTE: ( GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300-02 (3 SEC. OUSTS) • • • • • • • • • • • • • • 1 • • • • • • • • 1/5" lailk MASS • •••• TG44. GLASS • • .000 WERNER 41AFLENE • • • 1/8* TEMP. Obi% • 3/4" DISULA GLASS TYPE '3A' 02-1290 SIUGXE 1 1 aro81119 20. W09-10 *est 5of „NSTALLATION CONDITIONS (4PFLIEr`a TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 • • • •• •• • •• • •• • •• • •• • •••• • • •• • • • . g 1 s • • AtrACISOUNI APP$QVID MULLIONS WOW BUCKS NOT BY CGi CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE MAIL NG STRUCTURE. i 1 i drawing no. W99 -10 (_tsof a PERFORMANCE VALUES OF INSTALLATION ANCHORS ROW 10 OW 0 FWt 02*5 TROOP 16•$. al. ( +) 6810 151010 00: (..) 24' 210.0 210.0 30' 207.4 210.0 38 189.1 210.0 42" 170.9 210.0 48' 162.0 0~ 210.0 64 187.1 210.0 --, Oq' 84' 155.1 56' 182.0 202.6 7Y 136.0 1802 78 121.5 182.0 64" 129.8 176.7 00" 1142 16E0 24 210.0 210.0 30' 210.0 210.0 38 2015 210.0 42' 105.1 2102 48 173.6 210.0 84' 42' 202.0 we 182.0 1702 er 160.7 18E1 72' 130.9 183.4 'j0' 117.8 142 54' 124.7 168.7 60" 111.8 144.0 24° 2102 i8 2042 210.0 36' 180.0 210.0 42' 183.4 210.0 48' 1018 210.0 04 ° 104.4 50' 138.9 162.0 50* 130.9 1734 72' 130.0 181,9 78' 110.7 190.0 64' 1214 1468 90 1030 132.6 24 2102 210.0 30' 168.1 210.0 35' 1620 210.0 42' 148.2 202.0 48" 136.0 104:4 64' '. 102.0 752 64 107.17-> v 647 = ` 100.2 78' 11$.7 76' 127.1 Cr 84" 16!X4 90' 123.4 PERFORMANCE PAWNS OF HISTALLATION ANCHORS REHM 10 OW 8 FOR WAILS IONS 0019. p0; (4) 1247. ( -) wow NEWT 24' 24° 210.0 39' 38 207.4 36" 39" 189.1 42' 42" 170.9 48 48 162.0 0~ 54' 55° 187.1 199,9 88 84' Or 68" 182.0 72' 72' 136.0 78 78 121.5 64 24' 129.8 08 38 1142 24' 36• 210.0 30' 42' 210.0 38' 48' 2015 42' 8• 105.1 40' 60' 173.6 94' 86' 1982 50" 72' 182.0 or 24 160.7 72' 30' 130.9 70' 39" 117.8 64' 48 124.7 90' 48' 111.8 24' 54" 210.0 30" 60' 2042 38 24 180.0 42' 30' 183.4 48" Er 1018 04' 42' 144.0 60' 72' 138.9 88 84" 130.9 72' 24" 130.0 78' 30' 110.7 84" 36' 1214 Sr 42' 1030 24. 48' 2102 3' 24" 168.1 38 Er 1620 42' 42' 148.2 40' 1218 136.0 04' 108.4 127.1 60" 752 121.5 68' 166.4 117.0 72' 140.9 11$.7 76' 1234 116.0 84" 110.0 PERFORMANCE VALUES OF INSTALLATION =Ms 969t TO S11EHf 6 FOR OELOS rmoss 0019. pm ( +) tam+ Ho w 04T. ( -) 24° 210.0 210.0 38 210.0 202.9 39" 210.0 170.7 42" 210.0 186.7 48 210.0 149.8 94' 130.4 80' 84' 129.0 68" 1241 72' 00 -0/8 ... 1213 78 119.6 24' 1053 38 172.5 36• or 140$ 42' 1333 48' or 1214 8• 112.7 60' 74-1/4 105.0 6®' 101.0 72' 972 24 210.0 30' 176.6 39" 1612 .._. 48 108' 134.1 48' 1214 54" 112.0 60' 104.7 24 210.0 30' 177.7 Er 1024 42' 120" 1342 48' 121.6 84" 111.5 24" 210.0 30' 170.4 36' 1638 42' 132' 130.1 48' 121.8 24" 1908 Er 152.8 42' 144" 1218 48 108.4 _ . 24' 202.5 30' 166.4 38' 140.9 42" 106' 1234 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO 81$I1 0 FOP 0E120.9 919005 0815. t7:T. ( +) art ( -) MOM 1r 19-1/8 _ 210.0 28.1/2" 210.0 37' 264 210.0 03-1/8 210.0 19-1/8' 210.0 26-1/2' 37" 30-3/8 2101 63-1/5' ' 2102 1.8-1/8 210.0 26 -1/2' 00 -0/8 210.0 37" 210.0 83-1/8 1053 18 -1/ 210.0 26 -1/2' or 210.0 37" 1702 03 -1/8" 1448 19-1/8" 2102 29 -1/B' 74-1/4 210.0 37" 169.6 93 -1/8' 134.1 TYPICAL ANCJ ORS s 12,tv. Fop sPAA283 T2 4" TAPCONS INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 -1 f2"- Aril(+ PENETRATION INTO MOO MILITIA -BUCKS INTO CONC. OR- MASONRY 1-1/4" MIN. EMBED INN O CONC. OR WSPNRY - IIRECTL. iNTO- NC OR MASONRY 1 -1/4" tMN :' EMBED INTO DONC: _OR = MASONRY J t 4 EMS- as SEW DR ININ 1 INTO METAL STRUCTURES STEEL : 12 OA. kIN. (Fy o 38 KsI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -•T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO HE PLATED OR PAINTED) WOK HMI • • • • • •• • • • ••4i ••• • •••• ••• i •• • • •• --, • • • ••_ •• •• • • • • WIDTH AND LOOM 061571716 261' 07130FD • • • • VERTEPLI.Y OR HORIZONTALLY AS SHOOS ABOVE. INTO MIAMI -OADE COUNTY APPROVED MULLIONS (MIN. 114K. a 1/8') (NO SHIM SPACE) WirriMMINWEr RA. PE 11 WI.7630 • • • • 91 • •••• • • • •••• • • • •• • •• • • • •• • 1'RO9UCTR61s2O O •Obtha@1MlM • • •• • •• • • • • •• • • • •• • 2 WOB (sited 70f, s.J PERFORMANCE VALUES OF ALUMINUM NICK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALOM NUM BUCK ZNSTALIATION ANCHORS PRRFORMANCE VALUES OP ALUMINUM SUCK IN0TALi.73ON ANCHORS 701908 18118. 05: ('4 ' Err. ( +) 14170011 MIL off. ( +1 3p0113 f31C!1r - N: (-4 WOW FOR W. t) 22178 I Ir Nr. ( -) 24' 210.0 24' 36 -3/8" 10.0 24' 169.0 30' 210.0 30" 144.2 35' ...40. 141.1 36' 210.0 36' 129.5 36' 1229 42' e„ 140 42' 118.9 42' 110.4 of 1803 or 74+1/4' 1127 48' 101.4 54' 150.2 54' 1054 64' 84. 94.9 60' 1358 80' 60" 1082 60' 90.1 68' 1405 or 3127 65' 0.9 72' 1252 72' 96.6 72' - 843 •' 78' 1127 75' 84.5 78' 832 84' 1229 54' 90.1 24' 144.9 90' 1127 or 81.1 30' 1202 24' 2028 24' - 1618 38' 1040 30' was 30' 189.1 42' 927 38' 1890 35' 140.5 48' 90' 84.5 42' 1454 42' 126.5 54' 76.4 48' 171.7 48' 120.7 68' 73.7 84' 1406 82' 115.8 68' 70.2 60' 42' 110.0 62' 86. 112.7 72' 87.8 65' 128.8 62' 111.7 34' 147.9 72' 113.6 72' 64.5 30' 122.1 76' 101.7 78' 810 32' 118.2 84' 118.4 54' 669 42' 108' 932 90' 1008 90' 778 48" 64.5 24' 2102 24' 160.0 64" 77.9 30' 196.7 30' 142.3 60' 72.5 38' 188.3 38' 1252 34' 150.2 42' 171.7 42' 1132 30° 1238 48' 169.0 48' 1052 36' 120' 1080 84' _ 1361 64' 1181 42' 93.8 60' 48' 112.7 80' .. 9&8 48' 84.8 66° 120.7 86' 948 84" 77.5 72' 1052 72' 939 24' 152.1 79" 93.9 76' 808 30' 1242 84' 101.4 64' 84.5 30' 135' 106.7 90' 922 90' 75.1 42' 949 24' -. 193.1 34' 183.5x 48' 84.5 30' 1884 30" 1282 24' 139.3 _ 36' 150.2 39' 1127 30' 113.2 , 42' 140.5 42' 101.7 36' 144 96.5 48' 1382 48' 93.9 42' 84.0 64' 133.5 64' 76" N.4 48' 781 60' 54.• 109.3 90' 54.8 24' 1402 60' 115.8 60' 819 30' 115.1 72' 100.1 72' 41.5 '17 136. 980 78' 55.4 75' 80.0 42' 859 84' 949 64' 90' 96.8 PERFORMANCE VALUES OF ALUIHN01 BUCK I11/81ALIATEIN 8=082 113907 DM Ext (+) MOM 15908' INT. ( 19 -1/8' 210.0 26 -1/2' 210.0 37' 26' 210.0 83 -1/6' 188.6 19 -1/8' 210.0 25-1/2' 36 -3/8" 210.0 37' 1988 53 -1/5' 149.5 10 -1/8' 210.0- 2•-1/2' ...40. 190.9 37' 193.8 83 -1/a' 139.3 16 -1/8' 210.0. 26 -1/2' e„ 177.5 3i 141.4 53 -1/8' 119.2 19 -1%9" 1957 28 -1/2' 74+1/4' 190.5' 37' 116.0 53 -1/9' 98.1 ALUMINUM BUCK FRAMING DETAIL 11180011 CAPACITIES USE LOVER APPLICABLE VALUE& BLLIMINIALINCIS 6003 -76 0 e6&-T$ • • • 114 EMS AT 8' FROM ENOS 17' 0.0. 903. AT MFAD/S113./JMIO • • • • ••• • • • • •• • •••• •• • • • • •••• • • • • • • • • •• •• ••• • • • • • • ••• 114 5.018 • AT FROM INDS •••• 17"464_01,11..9 AT /.lug • • • • • •• • ••• • • • ••• • ••• #14 6198 1 1/2' &6N. COD 93120 AT 0' FROM 67109 MD 17' 0.0. MAX AT MFAO/SLL /JAMB 1 -1/ AT 8'' 0503 FNQS AND 17" 0.0. 3M. AT 142A0/S6.1./JMS INSTALIAT*ON TYPE '5' INSTALLATION T)PE 28Y WOOD SUCK OR 8000 sn1Ucrups 73PLCAL INSTALLATION DETAIL Q. N ALL.F 3Q D . USINc ALUM18UU 0!! SYSTCM PnenucTIOINEA eeompleN9 19cs•8 F1*I* l'2 2008 (sheaf Sot • • • •• • • •• • •• • Accela Citizen Access(tm) Page 2 of 2 • .••. • • ••.• •• •• • • • •• •• • 2=-2007 Accela InQ APR Pds Reserved., • • • • • • • • • • • • • • • • • • • • • • • • • • • • •' • • • .' . • • • • -DADE COUNTY, FLORIDA • ' ' • • ' ' ' ' t� f O -DADEN A BUILDING. BUXOM CODE WMPLIANC41 •: �S • I'1V WEST FLAGL$R PRODIICT CONTROL DIVISION ' :91 2 • • • FLORIDA • MEET, 1603 LORID 33130 -1563 NOTICE_ OF ACCEPT c 5- 1 FAX (305) 375-2 •PGT .. inziadfiginktgews 1070 T •. • • • . • .....' N =34275 SCOPE: This NOA is being issued under the applicable rules and regidatiomi gong the use of motion matmials. The documentation sum has been reviewed by Mini Dade County Prod Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in AI Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). NOA shall not be valid after the won date stated below. The Miami-Dade County Product Control to have thin Miami Dade County) and//or the AHI (in areas other than Miami l Cow) reserve the right Pmt or material tested for quality assurance tempo . If this p in the accepted manner, the will incur die product or material faits to immediately revoke, modify, or d the use of such l such testing and the . B may reserves the right to revoke this or within their jurisdiction. BORA if it is determined by Miami -Dade County Product Control Thisi ' ' n that this product or material fails to meet the requirements oft the applicable building code. Coderincluding approved desenbed herein, and has been' ed to comply with the Florida Building loctty Hurricane Zone. SC TION: Swim PW 701 Aluminum Fired Window -LOLL APPROVAL DOCUMENT: , through 12 of 12, prepared by �� IVo 4259-4, titled "Atuminam Pike window, �Ct", sheets 1 sealed by Robert L. Chanc�, P.F�m�7/ 3, with revision "B", dated 4I7, and Notice of Ate_ ce number and expiration date by the Miami -Dade with the County Product Co�ra1 Ihvision, MISSILEIMPACT RATING: Large and Small ItrissRe Inspect LABELING: Each unit shall bear a penitence* label with the man "s name orlogo, city, state and following statement " Miami -Dade County Product Control Apia-saved', unless otherwise noted herein. RENEWAL of this NOA shall be considered affix a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance alibis prod TERMINATION ofthis NOA will occur after the expiration date or ifthurc has been a mvision or change in the mauls, use, and/or manure of the product o'er. Misuse ofthis NOA as an endorsement of any prochict, for sales, advertising or any other purposes shall Willy terminate this NOA. Faiilure to comply with any section ofthis NOA shall be cause for emmination and removal ofNOA. ADVERTISEMENT: The NOA number prided by the words hmi County, Florida, and followed it shall be done in its entirety. displayed in advertising literature. Ifany portion ofthe NOA is displayed, then INSPECTION: A copy of this make NOA shall be provided to the user by the manufactiner or its sad shall be available for inspection at the job site at the request ofthe Building Weird. This NOA revises NOA # 03- 1105.01 and consists ofthis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. Tim submitted dommientation was reviewed by Manuel Perez, P.E. https://www.velocityhall.comiaccela/velohall/search/index.cfm Eipkafioulkimbe: Ethriany App Dot. Awe 242087— tvagr 5/22/2008 Accela Citizen Access(tm) Page 2 of 2 @2002-2007 Accela Inc. All Rights Reserved. Accela citizen Access(tm) Version2.5.: •• • • • • • ••• •• • • • • • • • • • •♦ • • • •• ••• •• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •••• • • • • • • • • • ••• • • • • • • • • hops:// www. velocityhall.com/accela/veloh's arth/i a cfnz •a11J• •• • • • •• •• • • • ••• • • • ••• 5/22/2008 Accela Citizen Access(tm) • • ••• • • • ••• •• •• • • • • •• •• • 02OO2 -2OO7 Adis Ina.AIMRifF is Reserved* • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Igiandaddia ••• ••• •▪ ••▪ • • • . • • • • • ••• •• Page 2 of 2 A. DRAWINGS .• . • . •. •.. .. 1. Manufacturer's tie d srntUetfons •. 2. Drawing No. 425!'4,Med r ' ' Picture Window, Impact", sheets 1 hough 12 of 12, prepared by manufacturer, dated 7/14/03, with revision “B", dated 4 /4/07, signed and sealed by Robert L. Clark, F.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagiam of alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03, signed and sealed by Joseph Chas, P.E. under previous NOA #03- 1105.oJ) 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 Tait per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an atnrninu*a picture window, prepared by Fenestration Testing Later, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted under pivvious NOA #03-1195. ®1) C. CALCULATIONS 1. Anchor vacation calculations and sixncaurai analysis, complying with FBC -2004, Prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, 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. 02-8828.15 issued to E.I. DuPont DeNemours for `DuPont Butacite PVB Material" dated 11121/02, expiring on 12/11/05. 2. Notice of Acceptance No 41- 02O5.82issued to Saluda, Inc. for °Saflea /Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 https://www.velocityhall.com/accela/velohall/search/index.cfm Memel Product Control N0A No. 07- 0410.06 Evan' X21,2007 5/22/2008 Accela Citizen Access(tm) Page 2 of 2 Accela Citizen Access(tm) Version 2.5 •• • • • • • ••• •• • • • • • • • • • • • • • • •• • • • ••• • • • • •• • • •• • • • •• ••• •• • • ••• •• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • e • ►• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • https://www.velocityhall.condaccela/velohianih/iF4igfili • • ••• • • • ••• f 5/22/2008 Accela Citizen Access(tm) = ' .... • . . ••. 2Cta2 �7 Ac vela Inn: its 4n� se.• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• F. STATEMENTS 1. Statement letter of• • • confo • ' dot ll.Ap 13, 2007, signed and sealed by Robert L. Clap P.E. • 2. Std letter ofdo�Mattat .Matta • dated Apr013, 2007, signed and sealed by • Robert L. Clark, ?E. • • • • • • • '- • • •• • • • • • • • • • • • • • •AccelarCi§eer•Aasess(trn) Version 2.5 • • • • • • • • • • • • ••• •• • • Page 2 of 2 G. OTHER 1. Notice of Acceptance No. 03- 1105.01, issued to POT Industries for their Series "PW 701" Aluminum Picture Window -LK approved on 02119/04 and expiring on 02/19/09. E -2 https://www.velocityhall.condacceldvelohalllsearch/index.cfm Product Cenral NOA No. 07 i 06 Eapiratbon Date February 19.2009 Approval Date. Jane 21 2007 5/22/2008 Accela Citizen Access(tm) Page 2 of 2 @2002-2007 Accela Inc. All Rights Reseroed. Accela Citizen Access(trn) Version 2.5 •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • https: / /www.velocityhall. com/accela/veloh//ar per �fiw • • • ••• • • • 5/22/2008 WJ3•X pu /4oJ s/iMgOpA Iv NOTES: LARGE MISSILE WINDOWS 1. G1AZIN ,OPTIONS: -,- A. 7116' LAMINATED GLASS COMPRISED OF (1) LITE OF 3118' ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER QF Dot P-ONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B.'7/16"-LAMINATED- GLASS COMPRISED OF (2) LITES OF 3/1& HEATST ITh 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 7/18' AIRSPACE AND 7/16' LAMINATED GLASS WHICH 18 COMPRISED OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI LG. GLASS COMPRISED OF (1) UTE OF 3118° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116' LAMINATED GLASS WHICH 18 COMPRISED OF (2) UTES OF 3/18' 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 8, TABLE 2) th A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. 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 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 REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCES: TEST REPORTS, FTL -3835 & RRL -3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 AN8VAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL NOA DRAWING TABLE OF CONTENTS r) SHEET GENERAL NOTES ...... 1 N„ GLAZING DETAILS 2 �3 ELEVATIONS, FLANGED....... 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 Ft DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED..... 7 CORNER ASST, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASST, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS UST.. .. 9 ANCHORAGE... 10-12 • • • .• • • •••• •••• • • •• •• • • • • • • • • • • 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT 461 EDI11ON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •••• • • •••• • • • • • •• • • • • •• • • • It • • • •• • •• • • • •••11„. •§ •••i" • ••• • • • • • • • • • • • awc NOV am* 1&1SPot9 r4RIe B A ama• 2 REDUCE/ REDUCE/140CW SPACING me 1070TEC NOLOar0.ros NOTES & TABLE OFCONTENIS TO aau • awlaaiae FLOWS ALUMINUM PICTURE WINDOW IMPACT FL3 270 Y61bgy 8e•r POWS NTS 1 • 1 a 12 I 4259`4 Run prz Pa SWxteai Accela Citizen Access(tm) Page 2 of 2 Accela Citizen Access(tm) Version 2.5 •• • • • • • ••• 00 • • • • • ••• • • • • •• • • 01 • • • • • • •• • • • •• ••• •• • • ••• •• • • • • • • • • • • • • • • • • •• • • • * • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • https://www.velocityhall.comiaccelaivelohrjbl§;amh/itidm cftt • • • ••• • • • ••• 5/22/2008 3/18" ANNEALED OR HEAT STRENGTHENED GLASS Wing, 7118 LAMI GLASS NOMINAL .090 DUPONT BUTACI TE OR SAFL.EXKEEPSAFE MAXIMUM PVB INTERLAYER 3118" HEAT STRENGTHENED GLAD 0 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7116" AIR SPACE 3/18" HEAT STRENGTHENED GLASS 21 11/18" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLAN GED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) AK AK 0140110. 1 1118' LAMI GLASS NOMINAL 7/18 LAMI GLASS NOMINAL .090 DUPONT SUTACJTE OR -�- SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS • • • • •••• • • •••• • ••• • • • • • • • • • •• OUTSIDE •. .• • •• • • • da.• • • • ; • ••• • • •.••• • • • • • ROMEO with dot Florida • 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) flamer FJG 8 A NO CHANWI TIM SHEET NOCHAinit Tl88.Wrra *es 72102401.012Y 7O N Wf A JIDB FA. SW 1607 Nam= A 34274 Vt:l1 . Bettor GLAZING DETALS ALUMINUM PICTURE WINDOW, IMPACT max !FULL, 2 • 12 �� 42594 11 /1"/"* '4/7 aft, P.E. 8ouatu al CD N O Accela Citizen Access(tm) Page 2 of 2 @2022 -2tO7 Acce fa Inc. All Rights Reserved. Accela Citizen Access(tm) Version 2.5 •• • • • • • ••• •• • • • • • ••• • • • • •• • • • • • • • • • • •• • • • •• ••• •• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • ■•• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • hops:// www .velocityhall.com/accela/velol car g • • • ••• • • • ••. 5/22/2008 HEXAGON FULL CIRCLE MAX SIZE = 60° BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA = 21.6680. FT. OR MAX, AREA =19.63 SQ. FT. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE =68°X88" OR MAX AREA = 25.22 S0. FT. FAN MAX. SIZE = 68" X 47" OR MAX AREA ° 24.47 SQ. FT. ELLIPTICAL MAX. SIZE = 98" X 47' OR MAX. AREA = 31.99 S0. FT. • ARCH. s 48" X 98° oWWREA = 30.28 S0. FT. EYEBROW MAX. SIZE ° 98° X 48" OR MAX. AREA 0131.99 S0. FT. • V/ ••• - • • • • • •• • • • • •• • • • • • • • • • • •• • • • •••• • • • •11 ••• •• • • •• • • •• • • • • GWKTI4CVIS:D ee ra* Vbllritedt DrWt� Area • HALF CIRCLE MAX SIZE =96"X48 OR MAX AREA = 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92 114° MAX. DLO RECTANGLE MAX. SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. TRAPEZOID MAX. SIZE =48"X96" OR MAX AREA = 31,99 SQ. FT. Robe,Lde Pa PE938742 Etuchml Accela Citizen Access(tm) Page 2 of 2 02002- -2007 Ace% Inc. All Rights Reserved. Accela Citizen Acc ess(tm) Version 2.5 •• • • • • • ••• •• • • • • • ••• • s • • •• • • • • . • . • • • •• • • • •• ••• •• * • ••• •• • • • • • • • • • • • • • • • • • • • 0 • • • • • •• • • • • • • • • • • • • • • • • • • • .•• • • • • • • ••• • • • • ••• • • • • Y • • • - https:/ Iwww. velocityhall .com/accela/velol1aWst,ar4Mh cfnn . ••. • • • ••• 5/22/2008 HEXAGON FULL CIRCLE MAX Sins 60' BETWEEN FLATS MAX SIZE = 60' DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA =18.63 SQ. FT. OCTAGON QUARTER CIRCLE SIZE �° BETWEEN FLATS MAX. SIZE = 68" X 68' = OR MAX. AREA = 25.22 SQ. FT. MAX. OR MAX. AREA 20.71 SQ. FT. FAN MAX SLZE = 86° X 47° OR MAX AREA =24.47 8Q. FT. ELLIPTICAL MAX. SIZE = 86' X 47° OR MAX. AREA = 31.99 SQ. FT. MAXSIZE =48'X86° °_' OR MAXI+' 30. . • • • .• • • r•• • • •• EYEBROW MAX. SIZE = 99"X48° OR MAX AREA = 31.09 SQ. FT. A 981/4 'FFI�E 0.D. bQ 1/4" FRAME 0 D. 46114° MAX DLO 48' MAX HALF CIRCLE MAX SIZE 96" X 48" OR MAX AREA It 26.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. RIG AMU FA WORM PA Man Q AO9 PRAMEO.D. LititittiSSONSAND UPSONAtICIOR GEMOM • wittm AMO QIWYOE7M4 +T �ep 1 931/4' MAX DLO RECTANGLE MAX. SIZE=48"X98' OR MAX. AREA = 32.00 SQ. Pr. • • • •• TRAPEZOID MAX SIM=46"X96' OR MAX AREA a 31.98 SQ. FT. taw lam INTEGRAL FIN ELEVATIONS mown sV ao. fps ALUMINUM PICTURE WINDOW, IMPACT c A same 1 lj 88a... PW40f NT$ 4 a 12 4259-4 is • • • •• • ••. • • • • • • • • • .. ••• 1 • •a •••4• • • • •••• ••■•• • • • • • •. .•••• • A • -. •• • • • with Os Fisbls • w Roberti- Qmk.P$ P8f712 Structural AREA TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE 1W- 70.17P) GLASS 1YPESS: A. 7/18° LAMINATED GLASS (3/16"A, .090, 3/18115) B. 7/18" LAMINATED GLASS (316"HS, .090, 3/16HS) C. 1 1/16° LAMI LG., 3/16H5, 7118" SPACE, 7/18" LAMI (3/16A, .090, 3116° H5) D. 1 1/16" LAMI I.G., 3/18HS, 7/18" SPACE, 7/18" LAMI (3/16148, .090, 3/16 HS) WINDOW GLASS WINDOW "Y" DIMENSION °lP DIM. TYPE 28.500 - 34.000 j 39.500 45.000 48.500 48.000 49.000 A,B,C,0 +80.0 -800 i8Q0. - 41070- +80.0 480.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80,0 FTL F71 M. FTL • 54.500 J A,B,C,D 60.000 A,B,C,D 9.'$ �• +80.0 j 40.0 10.79 SOFT. +80.0 40.0 11.57 8Q '. +80.0 I 40.0 13:87 +80.0 40.0 13.44 1 .1 .0 14.95 SQ.FT. +80.0 40.0 15.31 ea . +80.0 I -80.0 17.03 BO.FT. +90.0 -80.0 15. SOFT. +80.0 , -80.0 17.80 SQ.F'F +80.0 -80.0 1:33 • +80,0 T -80.0 18.17 SQ.F% +80.0 -80,0 65.500 A,11.C,D +80,0 1111111 '• .N w 7r;U{NIII IIIIIIIF -?" ice WIFT -1-' -1111 -80.0 :I *I +80,0 -50.0 +80.0 .80.0 71.000 A,B,C,D 12.98 • +80.0 40 0 15.7 +80.0 .80.0 17. +90.0 .60.0 20.47r «FT. +30.0 -80.0 +80.0 -80.0 +60.0 -60.0 21.1 : SOFT. +80.0 -80.0 , : K $Q. - . +80.0 0,0 76.500 A B.C,D 14.05 • +80.0 -80.0 18 '6 SOFT. +80.0 -80.0 19. :SO. +80.0 .80.0 22.19 =Q . +79.3 -79.3 22.93 +78.0 78.0 82.000 A +80.0 -80.0 15.14 SO.FT. +80.0 40.0 +80.0 -80.0 18.08 •FT. +80.0 480.0 +80.0 .60.0 20.98 SQ.FT. +80.0 40.0 +80.0 410.0 23.91 FT. +74.5 -74.5 +80.0 -80.0_ 24.705Q.F1`. +73.1 -73.1 +80.0''.,9 25.50 S0. +71.8 • 71.8 87.500 A +80.0 -80.0 +80.0 40.0 +800 -80 .0 +60.0 .80.0 +80.0 -80.0 +,,.0 -80.0 16.23 SQ. . 22.49 8a . 25. • .FT. r « .33 ter• . • +80.0 -80.0 +80.0 -80.0 +7&0 -7 &0 +70.0 -70.0 +88.4 -68.4 +67.0 .0 C 8,D A 93.000 C B, D +80.0 +80.0 17,32 ' • .FT. +80.0 -80.0 +850 -80,0 +80.0 -80.0 -80.0 -80.0 +80.0 +80.0 20.68 +80.0 +80.0 +80,0 40.0 40.0 FT. -60.0 40.3 -80.0 +80.0 -80.0 +80.0 .80.0 24.00 BQ.FT. +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +80.0 40.0 27.34 SO.FT. +85.5 .65.5 +74.0 -74.0 +80.0 -80.0 +77.3 +80.0 40.0 28.26 +83.9 43.9 +72.2 -72.2 +80.0 -80.0 -77.3 FT. +75.8 • .8 +80.0 -80.8 29.1;SQ.h .. • +82.4 "42.4 +70.5 -70.5 +80.0 400 18 .1 •1. Ft 21 • 51 . Q -.06 Q. ' ; ea 31.00 r• FT: 98.000 +80.0 1 -80.0 +800 40.0 +71.9 71.9 +63.0 .0 +81.5 41.8 +60.0 40.0 C +80.0 1 -80.0 +8Q. -80.0 +60.0 -80.0 +71.2 -71.2 +69.5 49.5 +87.8 47.8 13,0 +80.0 -80.0 80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 +80.0 19.00 FT, 87 SQ.FT. 26.33 SOFT. 30.00 80.F'1. 31.00 SOFT. 32. 40.0 1 L5S MAXIM 8177.3 SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM 81ZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE 84 TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. •••• • • •••• • • • •• • • • .• • ••• • • • ff• ••• • • • • • • • • • •• ••• • •••IR•• • •• • • • •••• • • • • +• • • •• • • • • • • ,• • • , • liSVISBD ,ar► RIR mower IMMO NOTE 'MOORING MTHIH2SCREWS 7 ~MN FL 36118 PA, SW WV BIG" NOKOMIS,FL sar. %Raabb Bemar FLANGED UNIT DESIGN PRESSURES AL• UMINUM PICTURE WINDOW, IMPACT Prom t NTS 15' 12 1 42014 Robert 01•k P.E. Pe 091412 s TABLE 2. DESIGN PRESSURES, INTEGRAL. FIN WINDOWS (812M ARE BUCK DIMENSIONS) CL.AStR TYPES A. 7 /i6" LAMINATED GLASS (3116"A, .080.3116HS) B. 7/16" LAMINATED GLASS (WILMS, .090, 3118)13) C. 1 1/18" LAMI L.G., 3I18MS, 7/18" SPACE, 7/16" LAMI (3/16A, .090, 3/18" HS) D. 1 1/16" LAMI LG., 3/18118, 7/16" SPACE, 7/16" LAMI (3/18)13, .090, 3/16" H8) GLASS WINDOW °Y" DIMENSION TYPE FTL 9035 F11,3836 FTL-3850 FTL -3850 *500 34.000 39.000 45.000 48.500 48.000 54800 60.000 A,B,C,D +80.0 85.500 ' A.8,C,0 71.000 I A,B,C,D 76.500 A +00.0 82.000 A,B,C,D +80.0 ( -80.0 AREAL 9.70 SQ.FT. A B,C,D +80.0 -80.0 +8 I -80.0 +0 -81.0 .80.0 -80 0 .80.0 .80.0 +80.0 -80.0 11.0 00. .57 SQ.FT. 3.448 . 15.31 SQ. 15.82 SQ.FT. 16.33 8Q. +60.0 481.0 +80.0 .80.0 AREAL 10.79 50. -80.0 1 87 30. 1 +80.0 17.03 .80.0 +80.0 -80.0 +80.0 .80.0 17.60 18.1 80.0 -80.0 AREA 11.88 6Q.F1 14.17 SQ.FT. +80.0 1 18.46 SQ.FT. -00.0 +81.0 1 -80.0 +80.0 18.75 SQ.FT -00.0 +80.0 I -80.0 19.38 SQ.FT. 26.00 SO.Fr. +60.0 -80.0 +80.0 -00.0 +80.0 1 480.0 +80.0 AREA 1:1.96 Q.FT 15.47 SOFT. 17.97 $Q FT ` 20.47 +60.0 r -00.0 +00.0 I -00.0 +00.0 AREA 14.05 SL..FT. 18.76 SOFT. 18.48 40,0 +81.0 -80.0 +80.0 1 -o.0 +00.0 ( -80.0 FT 31.1530 l X1.83SQF -80.0 _ +80.0 j DLO ' +80.o FT. 22.19 8 B,C.D -80.0 +80.0 -80.0 +00.0 0 +79.3 Ft 22.93 FT. 23.6,SQ.g1 • -79,3 +78.0 -78.0 +76.8 -78.8 +80.0 -80.0 +80.0 40.0 +00.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 18.06 SO.FT. 20.98 SO.P1: 23.91 Ff. 24.70 ••*ire 25.5 3I PA• 19. ,: SQ. . 22.49 .FT -• 83 SQ.FT, 28.48 8Q. " 27.33w9$04T e 87.600 A +80.0 -88.0 +80.0 -80.0 78.0 -78.0 +70.0 -70.0 +88.4 .88.4 +87.0 .1• 4h0 C +80.0 .0 +00.0 -00.0 +00.0 -80.0 +79.1 -79,1 +77.3 77.3 +75.8 .1 • 13,0 +80.0 I -80.0 +80.0 -80.0 +00.0 ..00.0 +80.0 -B)A +00.0 -80.0 +50.0 40.6 AREA 17.32 Ft lase SOFT. 14.0 27.34 SQ.FT, 1A. 28 80.Ff. 2E1.7 OFT. 93.030 A +80.0 -80.0 +80.0 40.0 +74.0 -74.0 +85.5 -65.5 +83.9 63.9 +62.4 •�1�i C +00.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 8,0 +80.0 AREA -80.0 +80.0 18.41i8�l.F1 -80.0 +80 .98 Q. FT. 0 -80.0 +80.0 25.51 •.�T -80.0 +80.0 -80.0 +80.0 29.08 SQ.FT. 347660.FC .80.0 31.00 SOFT. 96.000 40.0 47.8 AREA 19.00 O. FT. 22. 28.33 " •.FT. 30.005• 31.00 • 32.00 SQ. ,00.0 N( TES: A 1 �INOMUM SIZES SHOWN ON SHEET ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR 312E IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3, INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION wrni OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • • ••• • . . •• • • •• • • • • • •• • •• • • • • •••s • •••.g• ••••i WO TECHNOLOGY WINE n Sag P.O,B »t1 NOKOMAPLVIff4 ZITEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTUREWINDOW, IMPACT "4144 PW-704 LNT8I 6 d 12 Jr,. 4204 Robes! L Pa* P.E. PE $39712 Stiadural 2.784' ,.... oyrsiDE .1 00 0000 MAX DAYLIGHT OPENING MAX WINDOW VVIDTTH HORIZONTAL SECTION (FLANGE FRAME) O f 0 �► f1!44 ALONG ENTIRE JOINT MAX WINDOW HEIGHT •••• • • •••• • • • • ••• • • • T • •• •• • •• • • • • C • • • • • • •• • 113§IDE . • • •••• ALONG ENTIRE JOINT SCREWED C i ' ER ASS'Y (FLANGE FRAME) DAYLIGHT •• OPENING • • KEYED CORNER ASS'Y (FLANGE FRAME) • • • • • • lir • • • •. •3 • • • •. • REVVED ® V46 lb RAO gtzir a ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) owes FJC arairte FJ fC MTV kaio dye MVOS Rafts B A Cemi eape VERTICAL SECTION (FLANGE FRAME) WM TECHNOLOGY DRIVE SECTIONS & CORNER ASSY, FLANGED NOPIGWBA:t 94979 FIGT Ra.�cA ALUMINUM PICTURE WINDOW, IMPACT NN W= R 94971 NO CHANGE MIS WEET Oahu vat* &ow "°"*. Ma edet j�rBas Pw-n 1 L HAL9 7. 12 f 42594 2.784° —•• z MAX DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) MAX WINDOW HEIGHT ••.• • • .. • • ALONG ENTIRE JOINT • ••• • . • • ALONG ENTIRE JOINT • g. • • • •• • •• • • • ••• MAX. DAYLIGHT OPENING SCREWED CORNER ASS'Y (INTEGRAL. FIN FRAME) KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) • •••• • • • • • • • • .• • • • • • • It Paean' know ommokiatirieb **SW*, Cads Aseegessos ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) IRO 910001.00Y WOVE ega raw woman sem NOW•dd Vigi1d* Better VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW IMPACT • HALF 8 .12 � � 42119-4 I B Accela Citizen Access(tm) ••• • • • ••• • • • •• •• • • • •• •• • . • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • •M• • • • • • • • • • •Vicela c t n ii s(tm) Version 2.5 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• Page 2 of 2 https://www.velocityhall.com/accela/velohall/search/index.cfm 5/22/2008 ITEM DWG NO. PART # DESCRIPTION 1 7 4256A 4253 1155 64258 NTEGRAL MN FRAME HEAD, SILL. & JAMB 84253 FLANGED FRAME HEAD, SILL & JAMB 761PQX 18 X 1 QUAD PN SAM STAINLESS STEEL 8 SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL. 10 11 12 13 14 64285 7/16 LAMI GLASS BEAD 4254 84254 1 1/16 LAMI I.G. GLASS BEAD 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 18 DOW CORNING 996 SILICONE STRUCTURAL SEALANT, BLACK 17 LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 18 t,1 /1 " LAMI LG. 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 4282 64282 ARCHITECTURAL CORNER KEY 21 7/160 l I GL ASS; 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 1 1 {16" LAMI I G. GLASS; 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED ITEM 10, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MATL: 6083 -T6 DWG NO. 4254 ITEM 1, INTEGRAL F.IN FRANE•' MAT1: fib 00 0 0 N • • ••• DM NO. 4256A • • • .• • •••••• • • • SH • •••• •• • • v• • • • • • •••• • •• 6..44 • a) • • •• •••into • • • • • •• •• s•• sole • 1.875" • • • • • • ••• • • • • ••• • • • •• • 2.784" MATL: 808345 DWG NO. 4255 MAIL: 8063 -T8 DWG NO. 4253 • • • ••• • • • PROMICTIEVWED ascompttrfttkoffeekb Da" mwer FA •.dam FA Ado [!4411 Votw torso Ammar FA AO ftgram NO CHANGE INF MEET reakat A IVOaw4GE7h 1EEr *s"e"em co. I an 71ANNOLOGY _ FL3 1 Ad mix 74 Pfc„T 1Withfy Better EXTRUSION PROFILES & PARTS LIST INUMIPICTURE WINDOW IMPACT 61{Matle rat. Fwm4 //e41.F 9 d 12 I 42594 I B 1 a .131' DIA. MIN. x 2112" NAIL, I1 AT CORNERS ;':7►'77Ir AND 5" Q.C. ___ "..,,_'._ WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A T 1/4" MAX, SHIM 1/4" MAX SHIM t SEE NOTE 1 FOR EMBEDMENT WOOD ANCHOR (SEE NOTE 2) 00 0 0 WOOD ANCHtM (SEE NOTE 2)v� 114' MAX. SHIM 13/8' MIN. ®EMBEDMENT ,L3.5 K81 MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) 13tH" MIN. AEMBEDMENT INTEGRAL FIN DETAIL B 2x W000 BUCK (SEE NOTE 3) 1/4" MAX, I- SHIM T FLANGED DETAIL C l- 2x WOOD BUCK • • CONCRETE ANck i (SEE NOTE 1),•••• • [- 1/4 °MAX. 1 4545•• SHIM • • 0080 T SEE NOTE 1 FOR A EMBEDMENT-.' • f • • •• •• 1x WOOD It1(c•• • (SEE NOTB'3) • 3.8 KM MIN. CONaRE f " • FLANGED DETAIL E OR 1.5 KSI MIN. CMV°A• NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8' MIN., 5/18" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE 1513/4° MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR 014 STEEL SCREWS (35) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 U2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 11/2° 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 T5 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL. MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. (SEE NOTE 3) •00• • • •••• • 0450 • 45 0• • • •• • •• • • • • • •• • 0• • • • 4000 • .... • • •••. • fJJ• • • • 4545 • O Illiaicsiie • • • h., ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT rwrot i NTS} 10 d 12 twomft 424 I o TABLE 3. ANCHOR ON NTER DIMENSION BY ANCHOR TYPE - W000 WINDOW "Y" DIMENSION WIND. d 15.0" 2C.0T 25.0* 28.5' X.0" 340 39.8" r 48.8" 41.0" t • 1: 2 C • 2 J. • X Y X Y X Y X Y X Y X YX X Y X YXYX YXYX Y X Y X Y X Y X Y X Y X YX_YX Y 49.0" O.C. P 0 01 r r 5- 0 0 54.8* Q.C. A O 0 col 0 0 O A w O P 49 0, N m a 0, N 0, 3 r 3 3 Col 3 r 3 r P N 3 Cot 3 A N 04 r 0 r O 0 5 0 O O w 3 0 3 O 3 0 P 3 0 3 0 3 0 3 P 3 Q.G. r V. C8 0 F O P 0 P r (.4 FP 0 0 0 r 3 O r 3 O • 3 0 ti N 3 0 ti 3 0 r N 3 co 65.5" Q.G. 71.0" Q.C. A 0 5. h A 0 m {"!r3 0 0 CO 11'3 0 0 3 0 A O CO 0 0, 0 O r 3 O 0 c3 m 3 O m l�3 t0 A 0 t�I 0 m 0 3 0 3 0, m 5 0) �3 O 5 ia3 O O 5 m 3 r N 0 0 O r m m 5 r 40 w a, m co 0, 78.8" O.C. 82.0" O.C. 0 A CO g cO 0 r r 0 0 r O 0 0 O 0 5 a0 m r 0 O a 3 O �J P O - w m W O m 5 W zit O 0 co, m W 0 0, 0, m 5 0, 60 a3 K 60 3 0 W 3 0 �3 0 3 cc- as N W O N m -r P P r 1 co 60 to ad co 0, 87.8° O.G. Sr r A 0 r N 0 0 5 a P r d.r O r W m 5 0 0f 0 ✓ 0, 0 ti 0 0 3 m 0 3 0, O m co Z W r CO 0 co GJ c73 60 P r 0 40 W 44 5 CO 93.0" Q.C. 0 P w 8 P r m m 5 m me a 0 ;2 0, 3 P 0, 3 0 0 r O r 3 O KO" 0,0. g a N 0 N rn r 0 dJ 0, O M �V r3 " o m t7J 0, m 60 0 3 06 2 0, V- 0 0, 4- 0 60 ti S 2 co • 00 ANSHOR TYPOS: 141 1. 812 STEEL SCREW (es) 2. 814 STEEL SCREW 035) 3. 1/C E.00 TAPCON 4. 1/4" ELCO 884 CRETEFLEX 5. 5/18" Eico TAPCON • NOTES: AMOUR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.0.),(' AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 lir 0.C. CONCRETE SUBSTRATE) MAX. 8 1rr FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTNE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. new* Dar Osoakiso DOM FJC Iftiodifr tievanEfir ow I 7EOHNOLOOY DRIVE criginsIK IOW ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT stienter wow 0 amouldesomes ReeClack TABLE 4. ANCHOR O6I40Tet DIMENSION BY ANCHOR TYPE -CC4I{ E1E g� WIND. a DIM. 48.0° 0.C. 54.5 O.C. 60.0' O_C. 6.5 O.C. 71.0' O.C. 76.5 0.C. 82.0' O.C. 87.5 O.C. 83.0° o.c. 0 • O f r A A A A 20.0' 3.,4.,5 X I Y X0 0 N • 3, r 0 A 0 O 0 26.0" ' X V X Y NVgg ,0 P P 0 O 0 CO CO m to O W 01 0 m m 0 O 0 w 2 10 0 I0 0 2E.5 4.,5. XIY1X Y 3C. 3. X Y 4.-8. X t$. g I a O MS • h 0 0 P 0 ID m 5 O 3 m O m vg t CV CO CO O 3 O N O O 0 2 r P m P ID ID • m ID m fi O CO CO a O 01 O Y 3. X Y WINDOW "r DAk4ENSVVN 34. 4. 3G.5 45. Y X Y X Y 4. X Y E X Y 3. X Y 4. x Y wxP r''Po P A O ▪ N • N▪ - at 01 O CO m • A r 0 CV 0 CO a O r r O m m A O CO m 1 m Ps ID m Ps w 0 P O m 3s O m FS 0, m • • O A • v m 3, O m 3, O m 3, W A m PP m co .12 3 O CO ti m 0 CO Ps 0 X�Y P P 0 0 00 ANCHOR TYPES: 1.012 STEEL N 4E.5 440` 3.1/4" ELCO TAPCON 2.. #14 STEEL SCREW (8 ) X 3Y X4 Y X 5 Y X a'Y X Y X 8. Y 4.1/4' ELCO 934 CREIER.p( !SO e v m N 5.5/15' 4CO TAPCON g e•-'' A O N P N r A c ^ P SIS h O PIS m O O mIA m m O P O r PSI O co O lam^ 40 0 O 3, A O W W m m • • 3, 0 P FS 0 m W O O • 5 • m O m 35 W m l3 co m as m m 3 O m • • Z.! CO A m ID ID ID 3, A m r m A 3, • 0 O 0 A A la 0 m O 0 m N P r.. CO • A O co m m m m as h O 3 m a 3 ID m O • w h 88.0' O.C. N A Y 0 O m r N P r ti CO 40 r CO r A m CO CO A m 3, O 1 m m 9 3116 1 9 3116 10 1/8 110 131 ID 3, co 3 m m O 33 r 4 P o P as gs O t- o S 0 O O PIA 0 O 0 m 5 m 9 3/16 1 9 3118 m 33 m 3 CO CO i7S P N P 3 m a to o s 0 m ID 0 ID 3, A 0, m m CO P CO CO CO r d3 0 P P r V.• tir WS 10 03 is CO 10 CO o cV • • 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) AND 'V" DIMENSION FROM TABLE 4 (MIN. 2 1/8' 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FIND THE SMALLEST ININDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER 10•1010 Ale DIMENSION FOR THE RESPECTIVE ANCHOR lYPE AROUND THE PERIMETER OR CIRCUMFERENCE. NOT EXCEEDING 1/2' FROM ANY 00121c2R. e v0 Fx Oft we, e +iEwar02Er • r* 00 0,0 F.K 7/1433 DIM. ig,ovzotowoyme ANCHORAGE, CONCRETE SUBSTRATE NOK0100 $078 .UMINUM PICTURE WINDOW, IMPACT FL 84274 • • • • 0 roast= Mon , • Accela Citizen Access(tm) 8002/ZZ/S Page 2 of 2 ..• • • • ••• • • . @2(102-2007 Accela Inc. ►g � vt arell» fioton /njaoowutoo'IIet{kpORA.MA AH:sdR • • • • • . • • ••• • • • • ••• • • • • ••• • • • • • •0• • • • •• k• • cce% C • an • (tm) Version 2.5 • • • • • • • • • • • • • • • • •• 000 • • •• ••• •• • • • •• •• •• • • • • ••• • • • • •• ••• • • • • • •• g'Z n01•10A (wOesencv uazgo Lwow https://www.velocityhall.com/accela/velohalUsearch/indereafnuow iry -.► wow cooz -zoozo 5/22/2008 Z.10 Z oged (uti)ssaooy uoziij gt000y • • •• •• • • • • • • • • • 000 • • • • ••• • ••• • BUILDING CODE COMPLIANCE OFh4E IBCCO) • PRODUCT CONTROL DIVISION • • • : • • • • • ••• • • •• •• • • • • • • • 000 • • • • • • • • • • • • ••• NOTICE OF ACCEPTANCE CGLWindows & Doom _ • 10100 NW 25 Street • Miami, FL 33172 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Outswing Aluminum Casement Window_— _ __ APPROVAL DOCUMENT: Drawing No. W98 -100, titled " Series -238 Aluminum Casement Window, sheets 1 through 7 of 7, dated 12/04/98 with revision D dated 01 /15 /08, prepared by A1-Farooq Corporation, 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. MISSILES IMPACT RATING: Large and Small Missile Impact-Resistant ••• MIAMJ DADS COUNTY, FLORIDA • • • METRO -DADE FLAGLER BUILDING • • • • • • •' • WEST FLAGLI31 STREET, SUITE MIAMI, FLORIDA 33130-1563 • • • • • • • • • • • (305) 375 -2901 FAX (305) 372 -6339 OA www.mahnidade.eov/bulldinecode ••••• ••• •• •• • • • • • • • • • • ••• •• LABELING: Each unit shall bear a permanent label with the manufactures name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # O7- 0928.02 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPtOVEDI NOA No. 08- 004.07 E pi ration Date: October 26,2008-- Approval Date: May 1, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEETANCE:. EVJDEEiCE SUBMITTED ... •••• .••• • • • • •. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • A. DRAWINGS 1. Manufacturer's die &prim and s lions.. .. . 2. Drawing No. W981110, titiktt` ei-2 A4irmnum Casement Window, sheets 1 through 7 of 7, dated 1 /0479g t$Snevtsion D3iated 01/15/08, prepared by Al Farooq Corporation, signed and sealed by 1-Iumayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked-up drawings and installation diagram of an Aluminum Casement Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s): HTL -0080- 0303-96, dated 03/06/96 for specimen #1, 2, 3 & 4 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. (Submitted under prevknis NOA# 01-1002.03) 2. Test report on: 1) Air infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 1003, dated 10/14/94 and FTL -1041 dated 10/14/94, signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA# 01- 100203) 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of a alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL- 0080-0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01-1002.03) 4. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL- 0080-112798 dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. (For reference only) (Submitted under previous NOA# 01-1002.03) 5. Test report on: 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, report No. HTL-0080- 110798 dated Nov. 10,1998, signed and sealed by Timothy S. Marshall, P.E. (For reference only). (Submitted under previous NOA# 01- 1002.03) E -1 Manuel Perez, Product Control E NOA No. 08-0 Expiration Date: October 26, 2008 Approval Date: May 1, 2008 CGI Windows & Doors • • ... • • • ... .. .. • • • .. .. • .... • ..... • • • • • • . • . • • ... • • • • ... NOTICE OF ACCE1'_TANNE: _ EVIDENCE SUBMITTED ... .... .... .. . • • .. .... .... . . .... 6. Test report on: 1) Large�Missile impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installatiN dim of a aluhi. &NI, casement and project -out windows, prepared by Hurricane list 14bdrLetY,ftic• report No. 96 dated 03/06/96, signed and ka%dby'Finioth1 S' NMrrshall, P.E. (For reference only). (Submitted under previous NOM 06-0829.04) C. CALCULATIONS with FBC -2004, 1. Anchor verification calculations and structural analysis, complying with prepared by A1- Farooq Corporation, dated 11/29/07, signed and sear 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 HIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated November 30, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 31, 2006, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 07 -0928.02, issued to Construction Glass Industries for their Series "238" Aluminum Casement Window — L.M.I., approved on 11/01/07 and expiring on 10/26/08. E -2 Manuel Perez, P Product Control E NOA No. 08-0 Expiration Date: October 26, 2008 Approval Date: May 1, 2008 GENERAL WINDOW SECTIONJ5 • • • 1. • :• EXTERIOR IN4T(tUCTTONS; USE CHARTS AS ftgL0W8. OESITIN WHO LOW seatMitair BASED ON woo moan'. BLDG. mot. WOW ZONE I 40 APPLICABLE ASOE 7 STANpM SEE CRAWS ON SHE69S 3 AM4D 4 FOR OESION LAW CAPAWIT DESIRED WASS 02E BI A ON Al .E TWO OURATION. USING CHART ON SHEET 8 00.ECY ANCHOR OPTION NUN NSW 801149 MORE NNW OESION 10416 SAE*FREV 114 STEP 1 AD. STEP 4 THE L*RST VALISE RESTJI.TOO FROM STEPS 2 NO 3 28U141. APPLY 10 ENTREE SYSTEM. CBOL. DUDL'W. • • • • • • • • • • FOR MUWON /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. JI! This pRoDtxT HAS BEEN 05510NEO AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 E0TI014 (LAY. 2) INCLUDING HIGH VELOCITY HURRICANE ZONE (H)• WOOD BUCKS BY OTHERS, MUSE BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHOR SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS MOMENT TO BASE MATERIAL SHALL RE BEYOND WALL DRS OR STUCCO. ARMORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS I8 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERM S INCLUDING BUT NOT LIMITED TO STELAtEIAL SOWS. THAT COKE 0410 OF � BLDG. SECT 2003.8.4 ( a�� • ••• • •••• •• • • • • •• • THESE WINDOWS ARE FATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. STRIATUM 2 " "GOB >I• 11 hawtrp no. W98 -100 (5M•et T o1 i ) • • CORNER KEY . THICK ST. STEEL • .. • . • • • MO T12; • • • Ao 0700 91 W 33 ■I2-00 -101 24-12- 09-492 22-21240-101 TRUM. ATOM7iED 2/ (0) fa x 3/6' as 895 TRUIN. MAO= 2/ (2) j6 x 3/6' SUS (10, WA )9/(2)00x3/9"59 SW TNRN, ATIA011ED R/ (2) #6 x 3/8' SS MS �10 x t -t /4. 59 999 P2Oovcr Rens !► a .xL (22292110. *89r`oaeNo or, ' 0 ,.. 06to.- r11E-7 1R< PERFORMANCE TAMES OP IMPACT R8S18TANT WINDOWS NO 91J111 WOWED REFER 10 88E215 5 1109 7 FOR *914U=108 oE091.0 PERFORMANCE VALUES OP IMPACT RESISTANT 11@m08S WO SINKERS REM 10 518:275 8 TEN 7 FM 08881.181108 OETM.S *188011 DDffi. GLASS TYPE '8' OId89 TYPE '3' 01ASS TYPE '8' 16141106 mom DIMS. HOW CUSS TYPE WT. ( +) '8' INT. ( -) CLASS TYPE EXT. ( +) '3' 1NT ( -) OIAE OK. ( +) Mg 'e' INT, ( -) 6101E HEIGHT OR. ( +) 1NT. ( -) tocr. ( +) ire. ( -) EXT. ( +) 1NT. ( -) 20' 24' 28" 30" 32" 38' 40' 42' 36" 110.0 194.3 110.0 210.0 110.0 210.0 20" 24" 28" 30' 32' 36' 00" 98.8 112.6 110.0 210.0 110.0 210.0 110.0 161.9 110.0 210.0 110.0 210.0 85.8 95.4 110.0 120.0 110.0 120.0 110.0 138.8 110.0 210.0 110.0 210.0 78.7 83.3 110.0 120.0 110.0 120.0 110.0 129,5 170.0 209.5 110.0 210.0 73.2 77.7 110.0 120.0 110.0 120.0 110.0 121.4 110.0 191.1 110.0 210.0 70.2 72.8 110.0 120.0 110.0 120.0 107.9 107.9 110.0 198.8 110.0 210.0 84.8 84,8 110.0 120.0 110.0 120.0 97.1 97.1 110.0 120.0 110.0 120.0 20" 24" 28' 30' 32' 86" 05.7 08.7 110.0 189.0 110.0 169.0 92.5 92.5 110.0 120.0 110.0 420.0 73.4 73.4 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32" 35" 40' 42' 42" 110.0 166.5 110.0 210.0 110.0 210.0 84.2 84.2 110,0 120.0 110.0 120.0 110,0 138.8 110.0 210.0 110.0 210.0 00.8 60.8 110.0 118.2 110.0 118.2 110.0 118.9 110.0 210.0 110.0 210.0 57.5 57,5 110.0 112.2 110.0 112.2 110.0 111.0 110.0 210.0 110.0 210.0 20' 24" 28' 30" 32' 72' 68,4 86.4 110.0 120.0 110.0 110.0 104.1 104.1 110.0 120.0 110.0 120.0 58.1 86.1 109,3 109.3 109.3 109.3 92.5 92.5 110.0 120.0 110.0 120.0 48.9 48.9 95.3 95.3 95.3 95.3 83.3 83.3 110.0 120.0 110.0 120.0 40.0 48.0 89.8 09.8 89.8 09.8 79.3 79.3 110.0 120.0 110.0 120.0 43.6 43.6 88.0 65.0 85.0 85.0 20" 24' 28' 30' 32' 38' 40" 42" 48" 110.0 145.7 110.0 210.0 110.0 210.0 20" 24' 28' 79" 52,0 52.0 101.3 101.3 101.3 101.3 110.0 121.4 110.0 210.0 110.0 210.0 43.8 43.8 85.4 1.4 65.4 85.4 103,8 104.1 110.0 120.0 110.0 120.0 38.1 3.1 74.3 74.3 74.3 74.3 97.1 97.1 110,0 120.0 110.0 120.0 20' 24' 64" 41.5 41.5 80.8 80.8 80.8 80.8 91.1 91.1 110,0 120.0 110.0 120.0 34.9 349 88,0 86.0 68.0 08.0 80.9 80.9 110.0 120.0 110.0 120.0 19 -1 /6' 28 -1/2" 37" 28" 110.0 210.0 110.0 210,0 110.0 210.0 72.8 72.8 110.0 120.0 110.0 120.0 110.0 203.0 110.0 210.0 110.0 210.0 89,4 09.4 110.0 .120.0 110.0 120.0 110.0 145.4 110.0 210.0 110.0 210.0 20" 24' 28` 30' 32" 39 40° 42' 110.0 129.5 110.0 195.7 110.0 210.0 19 -1/8' 28 f 1 3r 19= 1-/8"- 16 -1/21( _ 110.0 190.8 110.0 210.0 110.0 210.0 98.0 107.9 110.0 210.0 110.0 210.0 36 -3/0' - ___ 50-5 /87 110.0 137.5 -Mir 210.0 110.0 210.0 88.2 92.5 110.0 120.0 110.0 120.0 90.5 110.0 90.5 144.8 110.0 _ 410.0 _ 12.01 110.0 110.0 420.0 210.0 84.4 60.3 110.0 120.0 110.0 120.0 210.0 80,9 80.9 110.0 120.0 110.0 120.0 90.7 104.3 -11.04____203.3 110.0 203.3 71.9 71.9 110.0 120.0 110.0 120.0 I3r ; ' 74.7 74.7 ' 110.0 120.0 c ` 110.0 120.0 84.8 84.8 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2' 37' 63' 98.7 104.2 110.0 203.2 110.0 203.2 81.7 81.7 110.0 120.0 110.0 120.0 74.0 77.9 110.0 120.0 110.0 120.0 80.0 80.0 110.0 117.0 110.0 117.0 19 -1/8" 28 -1/2' 74 -1/4• 83.0 63.0 110.0 120.0 110.0 120.0 45.6 48.8 90.9 90.9 90.9 90.9 • • • • •• • • ••. • • • •••• • ••• • • • •• • • •••• •• • • • • • • •••• • •• • •• • • • • • •• •• •••• • • • • • • •••• • • •••• • • • •• • •• • • • • •• • CLASS CAPACTf1ES ON THIS SHEET ARE BASED ON ASTM 21300 -02 (3 SEC. OUSTS) cST ldmasttR•108 pE 89=57 N0 711r/j/ 2 ZOOS 8 u 1 1 di I •••r•• • 48st relth • 5 $1 0. . • i 1 drawing W98 -1 (sheet3of Z ) • • 1/6' TE1lk MASS -1/Ar AWL CLASS .090 91TE%A7ER WAD PV8 1/8' Walk 521503 1/8° TEMP. 12.099 480 90271 6ER 897112 PVB 1/8' ARM. CLASS 118' 417. 0.88 k° ! 8/4' EN831.322D GLASS TYPE '2A' 8/4° 1NEULAT80 01.16 5 TYPE 'SA' PERFORMANCE 731.385 OF IMPACT RESISTANT WINDOWS 90 MITERS RE4VM2 9871* 10 855M8 5 fl9W 7 FOR 580711.01011 07.7188 PERFORMANCE TALLIES OF IMPACT RESISTANT WINDOWS 90 mums 9 9E71* 10 219812 5 11911 7 PM 155011 080199 WINDOW 0001. GLASS TYPE '28' GLOSS TYPE '8A' PROOF 5126. LASS TYPE 'EA' GUM TYPE `84' k1DIF1 WEIWIT DR. ( +) 127. ( -) DtT. ( +) 128. ( -) W9)iN HE11848 ENE ( +) SNP. ( -) DO:. ( +) 1NY. (-) 20' 24" 28" 30" 32" 38° 40° 42" 110.0 194.3 110.0 210.0 20' 24" 28" 30" 32" 36" 88.8 112.8 110.0 210.0 110.0 181.9 110.0 210.0 85.8 95.4 110.0 120.0 110.0 138.8 110.0 210.0 78.7 83.3 110.0 120.0 110.0 129.5 110.0 210.0 73.2 77.7 110.0 120.0 110.0 121.4 110.0 210.0 70.2 724 110.0 120.0 107.9 107.9 110.0 210.0 84.8 J 64.8 110.0 120.0 4 97.1 07.1 110.0 120.0 20° 24" 28° 30" 32" 20" 24" 28° 30° 32° 88' 72° 88.7 88.7 110.0 169.0 82 5 92.5 110.0 120.0 73.4 73.4 110.0 120.0 20' 24' 28" 30" 32° 38" 40" 42' 4 42, 110.0 188.5 110.0 210.0 84.2 84.2 110.0 120.0 110.0 1384 110.0 210.0 80.8 60.8 110.0 118.2 1104 118.9 110.0 210.0 57.5 88.4` 57.5 684 110.0 1100 112.2 1204 110.0 111.0 1104 210.0 104.1 104.1 110.0 1204 58.1 56.1 109.3 109.3 024 92.5 110.0 120.0 48.9 48.9 95.3 95.3 83.3 83.3 110.0 120.0 40.0 48.0 89.8 89.8 79.3 79.3 110.0 120.0 43.8 43.8 85.0 85.0 20° 24° 28' 30" 32° 38" 40" 42' ar 110.0 145.7 110.0 210.0 20' 24' 28" _ 78' 82.0 82.0 101.3 101.3 110.0 121.4 110.0 210.0 433 43.8 85.4 65.4 103.8 104.1 110.0 120.0 38.1 38.1 74.3 74.3 97.1 97.1 110.0 120.0 20' 24' 84, 41.5 41.5 80.8 80.8 91.1 91.1 110.0 120.0 34.9 34.9 88.0 884 80.9 80.9 110.0 120.0 19 -1/8° 28 -1/2° 37' 28' 110.0 210.0 110.0 210.0 72.8 72.8 110.0 120.0 110.0 203.0 110.0 210.0 69.4 88.4 110.0 120.0 110.0 1454 110.0 210.0 20' 24' 29' 30' 32" 38" 40' 42' 134 110.0 129.5 110.0 210.0 19 -1/8' 28 -1/2° 37' 19 -1/8° 28 -1/2' 37' 38 -3/8" 50 -8/8' 110.0 190.6 110.0 210.0 98.0 107.9 110.0 210.0 110.0 1374 110.0 210.0 68.2 92.9 110.0 120.0 98.5 110.0 96.5 144.5 110.0 110.0 120.0 210.0 84.4 88.3 110.0 120.0 80.9 80.9 110.0 120.0 08.7 104.3 110.0 203.3 71.9 71.9 110.0 120.0 74.7 74.7 110.0 120.0 64.8 64.8 110.0 1104 19 -1/6* 28 -1/2" 37' 83" 98.7 104.2 110.0 203.2 81.7 81.7 110.0 120.0 74.9 77.9 110.0 120.0 60.0 80.0 110.0 117.0 19 -1/6' 26 -1/2" 74-1/4" 83.0 83.0 110.0 120.0 48.8 48.8 90.9 90.9 • s • • •••• • • • •• • • ••• • • • •• • • •••• • • • • •• •• • •• • • • • • •• IS • •• • • • •••• • • • • • • •••• • • • •••• • • • •• • •• • • • • •• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 11300 -02 (3 SEC. OUSTS) • STRUCNf4S 2. p7. ‘1386537 PRODUCTREVIEED ✓7.7 F • • • • • • 2006 abed 401 i 1/4' TAPCO= s 1• M2L 2 -1/2' Iq1, JNSTauATtON TYPE INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 0 3/s• 2 1/8' W000 BUCK TYPE '1' 1012111.: PRESSURE TREATED 121CAL INSTALLA CN OETAIL ON ALL roLIN S/LISINC WODO 1/4' TAPCQI- 1' a `r 2 1/e' '4 IAN. 2 -1/2' MN. I , ALLATION 1 '2 woo) BUCK TYPv 'r PURE TREATED TYPICAL INSI'ALLATlON DETAIL ON ALL YOUR SID. /USING wow 1/4' WOWS I -I/8' DOES SEALANT e ; • auc( DTSTM LAmN or OTHEIIS INSTALLATION TAE 1 3/S° 2 7/S' W000 BUCK TYPE '3' mama: PRESSURE TREATED TYPICAL INSTa{LATION DFTAU, ON AJ•L FQUR 310E /u5INO 4 1/4' TAPWNS 1 -1/2' EAU 4 toicac II$TALIATIUN or OTHERS 2 1/•' INSTAL.LATKO1 TYPE '4' WOOD SUCK TT'PE '4' 1i8 PIES$URE TREATED TYPICAL ANCHORS SEE REV. FOR SPNINO METAL STRUCTURES •••• • 1 • • •••• • • • •• • • ••A • • • ATIttlidalQ .• I MEr1E_•!aI+LyruRtEa • I NU •••• •• • • • • • • •••• • •• SRS • •• • • • • • 1 ATTACHMENT TO DROVED MULLIONS • •• • • • •••• • •••• • •••• •• • • • • •• • TYPICAL INSTALLATION DETAIL .MIALLJDURAIZSIUSNUMI srt•lCAgES PRpoucr mosso -a, ter estaspisiog ease Furida Satan Cade itsmitax. No WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED SY GLAZING SYSTEM AND TRANSFER THEM TO TI1E BUILDING STRUCTURE. "ABB 1 1 • • • 1 dro•leg W98 -1 (sheet 50< 7 • • • • PRRFORMANCE FAW88 OF INSTALLATION ANCIOES REFER 10 SALTS FOR 09190E WINNOW 71M E00. (4) W M SE90R 88T. ) 20' 210.0 24' 2• 210.0 or 218.3 30 ._ _ ' 104.4 32' 38 -b/9" 182.3 38 --w- 198'.0 4C 120.0 42" 50 -Bj8" 121.0 20 210.0 24' 2083 21' 03' 175.9 30' 180.8 3Y 120.0 35* 7 120.0 40' 120.0 42' 1100 20' 210.0 24' 210.0 28' 120.0 30' 1200 32' 1zi0 sr 120A 40' 126.0 42' 120.0 20' 2100 34" 210.0 28' 120.0 30' 120.0 32' �• 120.0 s' 120.0 40' 1210 42' 120.0 20' 210.0 24• 120.0 22' 120.0 30' 120.0 32' 1200 3• 120.0 20' 120.0 24 120.0 78' 88' 121.0 30' 118.2 32' 1122 20• 120.0 24• 1093 29' 72' 99.3 30' 899 32' 804 21• 101.3 24' 78' 95.4 28' 74.3 2r , 809 24" SBA PERFORMANCB VATLIRS OF INSTALLATION ANCHORS REFER 10 SHEET 5 R0 OEMS MOOR 0158. 921. (4) 99X0 0216111 INT. ( -) 19 -1/0' 210.0 29 -t/2' 2• 210.0 37' 2104 19 -1/0' ._ _ ' 210.0 29 -1/2' 38 -b/9" --, 205.5 r.07* _ --w- 120.0 19 -1/8• 2100 28-1/2 - 50 -Bj8" ,- 203.3 �yy - 120.0 -. 19 -1 /8' i_- 2021 "___' -- 28 -1/2' 03' 1260 31 117,0 19 -1/0' 120,0 28 -1(2" 7 au • • • • • •• • •••• • TYPJCAL ANCHORS: SW ELEV. FOR SPA= 1/4' INTO 28Y WOOD BUCKS OR YWOOD ENURES 7-1/2* MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4` MIN. EMBED ONTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 111-aitAILSELLnaiLLIDIUMS INTO METAL STRUCTURES STEEL • 12 GA. MIN. (FY • 38 KSI MIN.) ALUMINUM : 1/8' !HS. MIN. (8083 -T8 MIN.) (STEEL IN CONTACT WITH AWM CUM TO BE PLATED OR PAINTED) /12 l4J5 OR SE CLROp 200 SCREWS INTO MIAMI -OAOE COUNTY APPROVED MULLIONS (MIN. MK. = 1/8, (NO SHIM SPACE) • •• • • •• • •••• •• • • • • • •••• • •• • •• • • • • •• •• •••• • • • • • • •••• • • • •••• • • • •0 • •• • • • •• • • • • •• • MUM* FARW5 CdU19EFtA 7 wompthrththeiledis • • PERFORMANCE VAWRe OF ALUMINUM RUCK INSTALLATION ANCHORS 01ONSOI DUW. Off. (+) 60Th HEW 8 ( -) 20' 210.0 24' se 210.0 28' 210.0 30" 194.4 32' 38„ -162.3 49' 162.0 40' 120.0 42" 62-0/0' IOW 20" 240.0 24' 20&3 26' 83' 176.0 39' 108A 32' 41r 120.0 30' 74-1/4 120.0 40' 120.0 42' 1191 20 2101 24' 210.0 211' 120.0 30' 120.0 32' 40" 120.0 36' 120A 40' 120.0 42' 120.0 2Y 210.0 24' 210.0 26' 120.0 30' 120.0 32' 84, 120.0 36' 120.0 40' 120A 42 120.0 20' 210.0 24" 121.0 28° 120.0 30' 00' 120.0 32' 1209 38' 120.0 10' 189.0 24' 120.0 26' 68' 120.0 30' 118.2 32" 1122 20" 120.0 24" 109.3 28" 72' 86.3 30' 893 32' 66.0 20" 101.3 24' 78' 894 28' 74.3 20' 80.8 24' s, 989 PERFORMANCE VALUES OF ALUMRUM RUCK REITALLATION ANCROSS IIIIE901 OM. oit. ( +) SAWN HOW MT. ( -) 49-1/8' 210.0 26 -1/2' se 210.0 37' 202.4 19 -1/8• 210.0 28-1/2' 38-3/8' 20.6 37' -- 120.0 18 -1/8' 210.0 28.1/2' 62-0/0' 302.3 37' 1201 19 -1/8" 2082 28 -1/2' 83' 1200 37' 117.0 19 -1/8' 1201 28-1/2' 74-1/4 901 ALUMINUM RUCK FRAMING DETAILS WEN 70 /WFT5 9.401U 0 FOR WINDOW CAPACITIES USE LOWER 114 SUS AT 8' FROM 17' 0.C. MAIL to .16283 24' 0.C. 011. AT I0AD/3111. 41/4' DIA. 1PPCONS 1 -1/4" ABl1. Cam. EM8ED AT 0' PROM ENIM AND 17' 0.0. UAx. AT JAM89 24' 0.0. MAX. AT NPAO /SI L INSTALLATION TYPE '5' 2.500 .4'.M .1281 A UMINUM BUCK 6063 -76 8083 -46 u Y !u0 1 1 ••• • • • ••• • ••• • •• • •• ••• • • • •• • • • INSTALLATION TYPE '8' 286 01000 BUCK OR WOOD 81RUCIURES TYPICAL INSTALLATT01. DEPPI(, ON ALL FOUR SIDES /USING ALUMI19UM BUCK ,$AYS1Fj 1.128 • • • •• • • •• hoot 7 of 7 • • • • •• • • • • • e • • • • • ••• • • • BUILDING CODE COMPLIANCE Omts ); PRODUCT CONTROL DIVISION • ••• • • • • ••• • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • •• ••• • • • • • •• • •• ••• • • • • ••• • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) Construction +Glass Industries 10100 N.W 25-St — - -- MIami FL., 33172 • • ARAM-DADE COUNTY, FLORIDA • • • ME RO -DADE FGAGIIR BUILDING • 140 WEST FLAGLER STREET, SUM 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.bui1dingcodeonline c ore • •• ••• •• •• •• • • • • • • • • • ••• •• SCOPE: This NOA is being issued under the applicable roles and regulations gove ring the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted d 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 AUJ (in areas other than Miami Dade County) reserve the right to have this product or material tested f� quality assurance purposes. If this product or material fails to perform in the accepted matmer, the manufacturer will inter the expense of such testing and the Affi 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 by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hunicane Zone. DESCRIPTION Series "450" Wowing Alominum Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98.01, titled "Series 450 Doors & Sidelites", sheets 1,1.1 through 7.1 of 7.1, prepared by Alm Corporation, dated 10;02/98 and last revised on 11-08 -2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the ilthami -Da a County Pioduct Control Renewal stamp with the Notice of Aar number and expiration date by the Miami -lade County Pioduct Control Division. _MISSILE- ACT-RATING: -Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the n nuf urer's nave or logo, city, state and following ten: "Miami Idle 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 Jere has been a revision or Mange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertiising or any other s shall auto rally terminate this NOA. Failure to comply with any section of this NOA shall be cause for tenon and removal of NOA. ADVERTISEMENT: The NOA number precedal by the words Kuuni-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 kite Wig eatirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for 'inspection at the job site at the request of the Building Official.- This NOA revises & renews NOA # 03- 0422.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L (hands, P. E. NOA No. 06-0127.02 Expiration-Date: November 09, 2011 Approval Date: November 30, 2006 Page '1 Construction Glass Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferredfrffi'file #'03-0422.021*: .'. 1. Manufactiuer's die irtFitnis see .ors... . • 2. Drawing No.W98 -01, tftled "SttieSI50 Dclbis dt Sidelites ", sheets 1,1.1 through 7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on 11-08 -2006, signed Ad terae4 fly fk lfgraayean Farooq, P E. B. TESTS (transferred from id #02, iii0112i.O.2).D4mlstIst conducted per FBC, PA 201, 202 & 203 -94 now known as FBt, FAA 281;202 &" 03-94. 1. Test report on 1) Air Infiltration Test, per PA 202-94 2) Unifi m Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 20294. 4) Forced Entry Test, per SFBC 36032 (b) and PA 202-94 5) Large Missile Impact Test per SFBC and PA201 -94 • 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. ATL -97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large fissile Impact Test per SFBC, PA201 94 3) Cyclic Wind Pressure Loading per SFBC, PA 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071(0080- 0402 -02) dated 04/01120028 tested per PA2O1 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C CALCULATIONS 1. Anchor verification dated 1221-05and last revised on 11/06/06, prepared by Al- Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. M`iam'i Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Soiutia Interlayers", expiring on 03/04/09. F. STATEMENTS (transferred from film# 024)702.01). 1. Statement letter of conformance and no financial interest, dated 12-21-05, signed - #ay -Dr: ycmn Farooq,-P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews # 03-0422.02, expiring 11 a . ` an.a L t handa, P.E. Product Control Examiner NOA No. 06-012702 Expiration Date: Noveinber 09, 2011 Approval Date: November 30, 2006 E -1 • • • • • • • • • • •• • • •• • • • •••• • • • • • TYPICAL ELE 1✓r4T1(DNS MPS TO USN C11A16T6ASRAPHE SE! SHUTS 6 1 1. 0 O MULTIPLE 8101/1.11'56 AVAI1 42 E TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6' FROM CORNERS .MAX. SPACING 24' O.C. AT HEAD & SILL, PANEL WIDTH DL DP WIDTH 24' 12 -7/0' 30' 18 -7/6' 36' 94 7/9' 48' 30 -7/9' PANEL HEIGHT 90' 66 -1/8' 94' 70 -1/E' 90' 76 -1/2' 86' e3.1/8' 209' 94-1/2' •••• • • ••• • • ••• • • • •• • • • • • • • •••• •• • • • • • • • • •••• • •• FRAME 1151051/ m A110. 108141' + 1.750' FRAME WIDTH - 1W81. 8II121 + 2.75p' • • •• •• - - - F'rrI11Q191r 1 702 rovlelonal A 11,01.01 11,14.2 0 06909 • 13,14.2 t 10.10.00 WOvo$20126 11 •••• _:G '41Git75i0Ibk0 DcONKNITAIL • •• • • o • 1101'1 ;6C CN tame .huge 2 of 1) 0••r 09 P011•IV t- 11011. 110IOB TRW salt. O GAM NO mat ins W 01018 109 100 02 P8 e00D 009900 W96 —01 rrn COPVF'OPiATION tolstrudlon 01090 Industries O1931211I 10100 tralhre,t 25 drat mien!, Hort& 33172 product / 6erke 460 CutlBtn$ Omar* t 8ldellt•• MOM* Al Ferooq Corr atIml C 1 kauttioun ar eo Structural al •Fin. PL • q 16861 date , 10- 20-91 *set 1 or '1 TYPICAL ELE \4TIONS T141J� r iN' k. n ON MORE PER PAM.) j a OPTIONAL TRUE MUNTINS raoon ose moult ?RESIDENTIAL WARDWARE a/te'R..mUSS 150 P%5 UPER SKIN BY 001.0%* 3/1e R.S. mass 1/e• 1/4- nap. mass 0E -1200 DIRGE - ` (%t36 =OK GLASS TYPE 131:3 TYPICAL GLA2 D-12EINU3 GLASS TYPE 13A COMMERCIAL WARDWARE HINGE LGGATIUN$ MAX. =OR HEIGHT NG. READ. MAX. SPACING uPTG 90 -3/4' 3 33 t/8' ABOVE 90 -3/4' 4 30 t/@' HARDWARE DESCRIPTION 3fle.a GUMS AR PR LAM SRO BY SCUBA 3/1tr aeL muss GLASS TYPE 13C • • • • •••• • • • • •• • • ••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • • •• • • •• •• • • • • • • • •• • •• • • • • • • - garb DOOM CiltAit.• • •••• • Q• oscorracr ••. • Wrest 24$t1) • • W98 —01 • rink O OFtF�O FRATJON OeS� glow lydiattrtas 10100 northwest 25 street siert ftaido 33112 product I Series 40 c e8tVi Coors a 01delfts* SNGINIEER $ 411000q Corporation �q b cture a. Pe s Rb5lb1 date $ I0.20 -91 I duet t U of 1 SILL Or M4TEI I4LS ITEM d m 0 kl 0 0 10 DESCRIPTION 012 X 1 1/4" HEX HEAD 6/8 SMS (3 PER CONNECTION) 3/8.16 FULLY THREADED CONTINUOUS ROD 3/8 -t6 HEX NUT 1 1/2" X 1 1/2" X 3/I4"1.1.4K ALUM NUM PLATE 8I AR CLIP (Exit NO. 806) DOUBLE 9/32" Df4. JAMIE INSTLL. HOLES AT 6" MOM ENDS 4 4 3/16" or.. MAX. 9/32" DIA. HEAD SILL INSTLL HOLES AT 6" PROM ENDS, 3 11, CENTER OF PAIRS SPACED 6" O.C. 4 24" OC. MAX. "10 X I" PH- RAH -6S 1`EKS SCREW, . 3" 4 1" FROM ENDS 4 24" O.C. MAX. "14 X 3/4" HEX HEAD 8/8 TEKS BCIEW AT 6" FROM ENDS 4 04 3/16" O.C. MAX. 320 HIGH WOOL imILL WITH CENTER FIN (ULTRAFAf "3032) 380 HtCsH FOAM -1!ITE WEATI.4ERSEAL (AMESBURY • 32011) THREE POINT LOCK AT ACTIVE LEAF 10A CUSTOM CGI THREE POINT LOCK MECHANISM W14I0I.4 CONSISTS OF (1) TITAN KWIKSET SERIES j180 PEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP 4 150TTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM tl HAGER 4 1/21" X 4 "1SOL.ID BRASS (OR 6/8) HINGE SECURED WITH (8)'"12 -24 X I/2" BRASS F.H. M.S. t3 PER PANEL UP 10 1' -6 3/4" HIGH) (4 PER PANEL OVEI R 1' -6 3/4" TO 9' -0 3/4" HIGH) FLUSH®OLT AT ToP 4 BOTTOM OP INACTIVE LEAF (DELTA MODEL 8809) WITH REINFORCED TIP Peel 12 11 Il I1 10 13A 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCB.) 3/16" TWIG. ANN. GLASS AND 090" SAFLEX INTERLAYER Pi-1B I/2" NOMINAL (.466 ACTUAL) HEAT BTRLN'D LAMINATED GLASS (2 PCB.) 3/16° 1WK H.S. GLASS AND .090" BAFLEX INT'ERLAYER 13G I" NOMINAL (966 ACTUAL) NNSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS (OUT$OARD), 3/8" AIR SPACE AND (2 PCS.) 3/16" THC. ANN. GLASS AND .090" SAFLEX 1NTERLAYER OR I" NOMINAL (936 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TES GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS .) 3/16" TI4K ANN. GLASS AND 090" SAFLEX INTE LAYER GE -1200 SILICONE •••• 3/4" X 1 1/4" X 3/4° X I/8 "TWK. GONZINUOIJ8 ALU1 • • CHANNEL SAD WITH INBTALLAerle1d vela . ... ( SEE ITEM f1) • • • •• • 1/2" THC limn) CUSTOM ALUMWUM r L•CONBISTINO OF (2) .090 THK ALUM SHEETS 4 (1).1k r ".PLYWOQp • AT CENTER • • • • • •••• • • •• 1/2" X 1/2" CONTNUOU8 CLOSED CELL. FARM TAPE WITH ONE SIDE ADHESIVE • • • • • • • •• • • • • • •• PLASTIC WEEP 113AP9 LE • • • • 1 /S" X 8" X 1/S" mac CONTINUOUS.ALfINUM SIl•-1.+ • • • • ANGLE ADAPTOR • • • •• • •• • EXT. . EXTRUSION LIST 800, 801, 802.806, 801, 308, 509810 0 ALL EXTRUSIONS ARE 6063 -T6. •� • • • • • • • • 4 811 W98 —01 f ra 11 CORPORATION can6uaUoe glass Makin aarparattna 10100 nartlwed 23 end alone, Wanda 33172 product . keen. 00 Outealnn Goers 4 8ldsltt•e 13461 a r Al Parcae! Corp0ratlen Dr. Flumaqate Parade! Structural -PPla. P • W591 dater 10- 20.91 t .het 3 of 1 1/4" TAP • X 8 CR 1.0140- a, 4X4 tt i1) TYPICAL TYPICAL INV VON \TITO 2X4 FT OPTIONAL St UARtE GLAZING TYPICAL %MGR al eras 1/4" 1 X 13/4" LONG • 4." MC* mos 040 44" O.C. f°QT3Ie1UDfA1$ Ate) 1. • TYPnowL Arlo 314 LONG TARGVN GCMG ,48 20" O.C. r88t GIRNT 01 1X4 PT Uk701? ova -- --42,41 rrptcAL, PANEL Ammo - TYPICAL PANEL A>..Y H26 I TYPICAL PAWL ASSEMELY 4` 313 ••• • • • • • •••• • • • •• • • ••• • • • •• • • FRAME WiPT'4I • • • •••• •• • • • OR F1171 •• • INTERIOR • • • • • • OUT &MING 1)001% • • • • • • 1gg8.•0 •••• • •• GO. • • • • • NOTE: WOOD MUCKS NOT i3Y CGI MUST SUSTAIN LOADS IMPOSED MY GLAZING SYSTEM. .678 111 S SMIJOUREa !1 ax PE 11257 NOTE: gI rr p ALL ANCHOR CONDMONS SHOWN ON so SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE 9 � �%r y g 2D05 WITHOUT VARIATION IN CAPACITY. i VOW M 4118 EXTERIOR •• • •••• • TOP 1 BOTTOM OP INACTIVE PANEL W98 -01 rai ac O MPORATlON conekno6an glass Inanities aortoratke 10310 northwest 25 street dotal, florid° 33172 product 1 Gana 00 dutea11E Deers 4 8fdelitae ENGINEER 1 41 Parosset C�c pporrra l*, 9 u sass] -Isla. P): • 15311'1 date 1 10- 20-51 1 sheet 3 of 1 11 DOOR FRAME WIDTH 4- SMALL SIDELITE STILE (EXT. 503) At SIDELITES 11-6" WIDE OR SMALLER. i' 0 EX▪ TERIOR SEALANT SIDELITE FRAME WID11 -I g 4 THIS SILL IS NOT RATED FOR WATER 4" UJIOE 8AD{7LE TNRa4NCLD V4" o X 3/4" LONG TAPCCN 60111131t1 • 6" PROM INC* 4 24" 0.C. 1X4 PT WOOD SIDELITE FRAME WIDTH lisle m amm REFER TO SWEET 2 OF 1 FOR TYPICAL ISILL OF MATERIALS FLA. PC # 18S57 Slav b s zuut; 1/4 "+X33/4 "t.0 TAI°CON SCREW • 6" FROM Et403 42"00. AT INTERIMIS01.4tE ANC 8EE SWEEP 43 •••• • • • 4••• ••• 1/4'. • • • • • •• • • •• • • • • • •. • • • • • •.•• •• • • • • • • • • •..• • •• • • • • • • • • • •. •• •.•• • • • • • • • • • •••• • • • • •... • • • • • • •• • •• • • • •• • W98 -01 cia otathellon CORF,CARATIONI glass Metric, earpottlen 10100 ssr&west 71 *vet mtmni,A 1& 33172 product r toles 4641 OPUSmhg Doors 1 &cletes t Al Parooq Corporation Dr. 1Or. Numayourt Paraoq Structural -Pia. FS 016M1 date$ 10 -20-91 { sheet 4 of '1 olei xIIIPN - PH sms 8/S (2' PER © CLIP) • • • • •••• • • • • •• • • ••• • • • •••• •• • • • SIDELITE FRAME UWIDT1 -I •••• •• • • • • • ,077 •• • • •• • SEALANT • • • ▪ • • •• •• •••• • • • SIDELITE FRAME 1.1.116T14• : •••• • !REFER TO *Pie 2 OF 1 FOR TYPICAL GILL OP MATERIALS W98 —Q1 Cal% COP4PORAT /ON CQ strintiM fets intius1589 eeiimode1 10100 twr0wreet 25 sired AS &Ma 33172 p odd t s Fades 480 CUMIN Doors 4 G1d&Itae t AI, , ♦ orafUon t Fla. r6 • 181§In date a 10- 20-91 1 sheet B of 1 PANEL PERFORMANCE CHART FOR 34,0103. SINGLE SIMPER AND MULLIONS LAMINAS GLASS MIAMI =I OUT -SWING CAPACTY-PSF PANEL WIDTH 2/0 2/6 3/4. 3/6 2/0 2/6 3/0 3/6 PANEL. HEIGHT 6/8 - 7/0 ANN. LATE masa out 13A) H.S. IAN. 010» (TYPE 138) EXT. 100.0 INT. 100.0 unto EXT. 1000 INT. 1130 MULIAM IAAD CAPACITY 290 110.0 100.0 1100 .1090 100D 1102 110.0 07.1 1004 100.0 1004 113.0 110.0 110.0 100.0 1004 1104 1104 1004 82.6 80.6 1000 1102 113.0 210 2/6 9/0 3/6 7/8 1004 1011.0 1104 110.0 100.0 100.0 100.0 1004 1102 1104 1104 1104 768 76.8 10110 102.9 110.0 8/0 2/6 3/0 8/0 1004 1084 1000 I Iona 1004 1104 1104 110.0 140,0 1104 2/0 8/6 310 9/0 1002 1130 110.0 *10.0 1 110.0 966 1111.0 1004 100.0 809 LOAD SHOWN ARE FOR DOORS USING THRE814000 WHERE WATER INFILTRATION REQUIREMENTS NOT APPLICABLE AND FOR THRESHOLD 1:0 12 ANY CONDRION. NOTEI GLASS CAPACITIES ON THIS SHEET ARE EASED ON ASTM E1800 -02 (3 SEC. GUSTS) PANEL PERFORMANCE GEARY FOR 300ES, MERTZ SIDEIXTES AND MULLIONS INSULATED LAFHNATED GLASS NOMINAL DDI9. PANE, WIDTH 2/0 2/6 3/0 3/6 8/0 8/6 3/0 2/0 2/6 3/0 210 8/6 3/0 X9IT8lFAVCa tsao IE2 PANEL HEIGHT 6/8 710 7/6 Oro . OUT - -STING DESIGN LOAD CAPACTY-PSF 108111. AWD0 TAY. *000 ('HIP'S !G 004 00.0 80.0 004 900 600 004 80,0 80.0 D4T. 110.0 80.0 80.0 sac 804 BOB 004 80.0 804 90.0 804 LOADS stamuLeove ARE FOR DOORS 019020 THRESHOLD WHERE WATER MP-ORATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD 04 ANY 13219111110N. PANE. V1001 . PANE. VWTH THESE CHARTS CAN RE USED TO CHECK CAPACITY FOR SINGLE OR DOUSL0 . LEA7 DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WINO LOAD BASED ON PROVISIONS OF 2004 FLORIDA 8100. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED 02 PROVISIONS OF 793 3. SELECT A DOOR SYSTEM 0E. INSWINO/OU19W1N0 AND 711.E OF THRESHOLD. 4. CHECX THE ALLOWABLE EXTERIOR AND INTERIOR LOAD FROM APPROPRIATE CHANT. 714E ALL0WA9LE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 8. SELECT /20 C1Ea( ANcHoRS TO MEET LOAD. 9. FOR MILLED 5IDEUTE REFER TO MULLION CAPACRY. 0!f. HUMAYD101 mac FM 91 1X2 PEES 1CF oboe of MOIA.1oN *Ncuo)� AT OIflIUTSS MG. 871718 ANCHORS AT DOORS 22302 WAD CIPwf! -0'241 =WON UMW 00082741 -1141 20*12*. TYIR '8' rift 'O' 201QN*J. MIS 7709 B' 7lYf04 1141 PANEL P281.. 67.99408 OF MONKS oo of OLDSTER OF CUMIN 01 PANEL PMIEE W' 4 O. =SUS 4141 CLOB'�B 11./041671 01 V1DTH tltlt54t 0 3lIt'A[0 9 4 *111$983 0 *2141093 9 *1118009 4 *05141093 WIDTH *826047 9 *05341089 4 63W�22 6 *34180183 8 4 8218080 2/0 082 119!1 110.0 1109 1105 2/0 ®8 110.0 0109 1Po4 1004 2/6 704 1149 1194 1093 110,0 2/6 700 11110 0105 100.8 1104 :i 6� 909 1005 1100 018 110.0 3/0 6/8 803 119.0 1104 Alb 1191 3/6 m4 100.9 110.0 71.1 1100 3/6 904 100.0 0105 PIT 1100 2/0 019 1700 1104 0194 110.0 2/6 614 1105 1104 1194 1109 216 7!0 Bas 1100 0100 M3 1104 2/8 7/0 181 1100 1109 _ M9 1102 310 5110 1100 110.0 70.0 010.0 3/0 89.0 1100 0105 704 1194 3/6 103 0IS0 1104 000 1109 3/6 404 M2 110.0 888 1102 2/0 18.4 1100 1002 1102 1192 B/0 704 1120 1102 0194 1100 2/6 7/6 80.7 1100 1109 881 _ 1000 2/6 7/6 82.7 1102 1102 582 11112 3/0 323 1043 1100 743 1005 3/0 523 1068 1102 743 1102 2/6 443 876 0109 00.7 1194 3/6 438 096 1102 017 1100 2/0 130 1100 1190 1068 1102 11/0 /33 1102 1100 1068 1102 2/6 0/0 261 1100 1160 640 1104 216 8/0 884 1100 1105 22 1 =D� 3/0 492 118* 1169 19.7 1192 3/0 460 090 1169 067 • 110.0 • 2/0 1103 1102 1100 99.9 110.0 010 060 1104 •1104 • 824 • • th1! 2/6 9/0 803 0040 1100 742 1104 2/6 9/0 SNJ 1043 ty{.y • 743 y11�• 3/0 403 07.1 1100 81.4 1105 3/0 414 11.1 1089 019 • 10.5• TYPE 'C- i•irirf • •••• •• • • • • • • •• INTO WOOD STRUCTURES �„�,,� 1 -3/4" MIN. PENE�fialf ti�l•1:70 W00 • 4".. 1HRU WOOD BUCKS• ¶4Y0• toNC. 0R M/%NM 0-1/4" Mp4. EM9ES01011 NC. OR MASONRY 1 /4" TAPC0N9 • • •••• DIRECTLY INTO CONE, OR MASONRY • •••• • 1 -1/4" MIN. EMBE>,•1> CI:NC. OR M %0NI Y Ena ANCES • • • • INTO CONCRETE AND MASONRY 2 -8/13° MIN. INTO WOOD STRUCTURE a 1' MIN. ° T7►PEON9 • • • • • PS TO 138 CBART31 1. SELECT TYPE OF 204104OR. 2. FOR SOLE OF UNTTS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED 0130105 WINO LOAD REQUIREMENT DETERMINE 04 STEP 1 OF SHEET 6. drawing no. W98 -01 MUM MOIA.1oN *Ncuo)� AT OIflIUTSS MG. 871718 ANCHORS AT DOORS 22302 WAD CIPwf! -0'241 =WON UMW 00082741 -1141 20*12*. TYIR '8' rift 'O' 201QN*J. MIS 7709 B' 7lYf04 1141 PANEL P281.. 67.99408 OF MONKS oo of OLDSTER OF CUMIN 01 PANEL PMIEE W' 4 O. =SUS 4141 CLOB'�B 11./041671 01 V1DTH tltlt54t 0 3lIt'A[0 9 4 *111$983 0 *2141093 9 *1118009 4 *05141093 WIDTH *826047 9 *05341089 4 63W�22 6 *34180183 8 4 8218080 2/0 082 119!1 110.0 1109 1105 2/0 ®8 110.0 0109 1Po4 1004 2/6 704 1149 1194 1093 110,0 2/6 700 11110 0105 100.8 1104 :i 6� 909 1005 1100 018 110.0 3/0 6/8 803 119.0 1104 Alb 1191 3/6 m4 100.9 110.0 71.1 1100 3/6 904 100.0 0105 PIT 1100 2/0 019 1700 1104 0194 110.0 2/6 614 1105 1104 1194 1109 216 7!0 Bas 1100 0100 M3 1104 2/8 7/0 181 1100 1109 _ M9 1102 310 5110 1100 110.0 70.0 010.0 3/0 89.0 1100 0105 704 1194 3/6 103 0IS0 1104 000 1109 3/6 404 M2 110.0 888 1102 2/0 18.4 1100 1002 1102 1192 B/0 704 1120 1102 0194 1100 2/6 7/6 80.7 1100 1109 881 _ 1000 2/6 7/6 82.7 1102 1102 582 11112 3/0 323 1043 1100 743 1005 3/0 523 1068 1102 743 1102 2/6 443 876 0109 00.7 1194 3/6 438 096 1102 017 1100 2/0 130 1100 1190 1068 1102 11/0 /33 1102 1100 1068 1102 2/6 0/0 261 1100 1160 640 1104 216 8/0 884 1100 1105 22 1 =D� 3/0 492 118* 1169 19.7 1192 3/0 460 090 1169 067 • 110.0 • 2/0 1103 1102 1100 99.9 110.0 010 060 1104 •1104 • 824 • • th1! 2/6 9/0 803 0040 1100 742 1104 2/6 9/0 SNJ 1043 ty{.y • 743 y11�• 3/0 403 07.1 1100 81.4 1105 3/0 414 11.1 1089 019 • 10.5• TYPE 'C- i•irirf • •••• •• • • • • • • •• INTO WOOD STRUCTURES �„�,,� 1 -3/4" MIN. PENE�fialf ti�l•1:70 W00 • 4".. 1HRU WOOD BUCKS• ¶4Y0• toNC. 0R M/%NM 0-1/4" Mp4. EM9ES01011 NC. OR MASONRY 1 /4" TAPC0N9 • • •••• DIRECTLY INTO CONE, OR MASONRY • •••• • 1 -1/4" MIN. EMBE>,•1> CI:NC. OR M %0NI Y Ena ANCES • • • • INTO CONCRETE AND MASONRY 2 -8/13° MIN. INTO WOOD STRUCTURE a 1' MIN. ° T7►PEON9 • • • • • PS TO 138 CBART31 1. SELECT TYPE OF 204104OR. 2. FOR SOLE OF UNTTS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED 0130105 WINO LOAD REQUIREMENT DETERMINE 04 STEP 1 OF SHEET 6. drawing no. W98 -01 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • 0 0 • 0 0 • • • • • • • • • • •• • • • • • 0 0 • 00 JOB NAME: RESIDENCE 73 NW 98TH ST MIAMI SHORES , FL • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •.• • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • / • • • • •.•• - . ••• •• — — EXISTING COLTAI$Q INb I RS)•. • ••• • • • • • •• • • .,. • • • •r • LEFT NOT PART OF THIS PERMIT 54' -10' KITCHEN GARAGE REAR FAMILY ROOM LIVING EXISTING COLUMN(BY OTHERS) NOT PART OF THIS PERMIT FRONT NOT PART OF THIS PERMIT NOTE: MEAN ROOF HEIGHT :13' -6" ROOF TYPE : 4:12 GROUND FLOOR BEDROOM BATH BEDROOM EXISTING COLUMN(BY + r ; d et RIGHT TITERS) REVISION: d'. DATE: 05122108 SCALE: 3/15" = 1' DWG. BY: M R.Z. OB #: 115 of 5 1 • • •• •• • • • • • • • • • • • •.• • • • • • • •• • • • . • • • • • • • • ••• • • • ••• • • • • • •• • • • • • • • • • • •.• • • • • • • • • • ••• • • • • ••• •• • • • • • • • ••• • • • • • • • • • •• • • • NOTE 1: ATIVDOV FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • •IVITH1TIE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. • •NQi"E 2 : ksliNITiE OPENINGS THAT ARE IDENTIFIED was THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. • .NOTE :• 1'•1EIA]N WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) • • ; • SILL BE DESIGNED TO WITHSTAND n LOADS POSED BY THE GLAZING. NO • • ; : :..4jCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 1 "X 3" X 1/8 "X50 -5/S" ALUMINUM TUBE MULLIONS BY CGI 1 "X 3" X 1/8 "X50 -5/8" ALUMINUM TUBE MULLION BY COI EXISTING COLUMN(BY OTHERS) NOT PART OF THIS PERMIT FRONT ELEVATION "C" M.O. 68-1/2" X 50-5/8" (2) 34 -1/4" X 50- 5 /8 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EX MRIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 3 "X 1/8" X 50 -5/8" ALUMINUM TUBE MULLION BY CGI N.O.A.: 08- 0331.07 "F" 33 -3/4" X 49- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS "A" M.O. 138-1/2" X 50 -5/8" (2) 37" X 50- 5/8 "(X)(LATERALS) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS (1) 64 -1/2" X 50- 5/8 "(0)(CENTER) SERIES "238" ALUMINUM FIXED WINDOW IMPACT RESISTANT N.O.A.: 08- 0304.06 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 3 "X 1/8" X 50 -5/8" ALUMINUM TUBE MULLIONS BY CGI N.O.A.: 08-0331.07 7761 2008 REVISION: t DATE: 05/22/08 SCALE: 3 /16" =1' DWG. BY: M.R.Z. JOB #: 115 • • •• •• • • • • • • • • • • • • • ••• ••• • • • • ••• • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • • • +WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. • • • • • • • • • • • • • • • • N�?E 2 } MY S • D GS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN • • • • • •PRES ? [ SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. • • NOTE 3,.TH$ 4.4Ailj WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,F RAM]NG,ETC.) • • • • • • • • 'S 4LL18E DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO • + • • . . • citLCULArIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. • • NOTE 4; ALL•GRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR / 5/-31 / 1 "X 3" X 1/S" X 37 -3/4" ALUMINUM TUBE MULLION BY CGI 1 RIGHT ELEVATION "D" M.O. 68-1/2" X 37 -3/4" (2) 34 -1/4" X 37- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 3 "X 1/8" X 37 -3/4" ALUMINUM TUBE MULLION BY CGI N.O.A.: 08 -0331.07 "0" 33 -3/4 " X 61 "(FIXED) "SERIES PW- 701" ALUMINUM FIXED WINDOW -LMI N.O.A. : 07- 0418.06 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR SAFLEX KEEPSAFE INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS EXISTING COLUMN(BY OTHERS) "F" 33 -3/4" X 49- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS "E" 33 -3/4" X 37- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LrIE: 3/16" ANN.GLASS MAXIMUM REVISION: DATE: 05/22/08 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 115 of 5 • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • •• •• • • •• ••• • • • • ••• . •• •• • • • • • • • • • • • • • • ••• NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. • ••• • • • •N+ 'E 2rt O JIs,Y OPEk1k3VHAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN • • • B11ESSITt1ES, AZJIIS=ARE PART OF THIS PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) • • • • S iA1.I• BE J IGI D TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO • • : •: CAtCrL2L7 QNS'II,AVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. • STI 4: L•Et3R •WINp•UWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR EXISTING COLUMN(BY OTHERS) EXISTING COLUMN(BY OTHERS) 1"X 3" X 1B" X 37 -3/4" ALUMINUM TUBE MULLION BY COI "D" M.O. 68-1/2" X 37 -3/4" (2) 34 -1/4" X 37- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 3 "X 1/8" X 37 -3/4" ALUMINUM TUBE MULLION BY CGI N.O.A.: 08 -0331.07 "E" 33 -3/4" X 37- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08 -0304.07 ZONE 4: +54.7 -59,3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS "El" 33 -3/4" X 37- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS REAR ELEVATION "H" M.O. 173 -5/8" X 61" (3) 57 -7 /8" X 61 "(0X) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 61" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 06- 0125.06. "I" 32 -1/2" X 82" SERIES 450 OUT SWING ALUMINUM STORE FRONT DOOR- IMPACT N.O.A.: 06- 0127,02 ZONE 4: +52.6 -57.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE : 3/16" ANN. GLASS .090 PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS REVISION: 0 DATE: 05/22/08 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 115 4 of 5 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • •• • • • • • • • • • • • • • ••• •• • • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • •• • • • • • NOTE 1 WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. 1I0f 2 .4NLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN • • • PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OPENINGS ARE NOT PART OF THIS :.• •ARIV a, NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 3' -6' LEFT ELEVATION "El" 33 -3/4" X 37- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N,O,A.: 08- 0304.07 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS "B" 33 -1/2" X 49- 3/4 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08- 0304.07 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR Lil'E: 3/16" ANN.GLASS P.E. REVISION: J O DATE: 05/22 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 115 5 of 5