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WS-13-1521
1 12.3I 13 �1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: WELDING 96,3 1,)67 9 9s Permit No. Master Permit No. W-51 3—ISO-1 ROOFING City: Miami Shores County: Miami Dade Zip: 33 FoliotParcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 641,y c y Phone#: � V Address: 06 3 /J E 99,s r City. 1--11/trAo State: F -C- zip: 3313 8 Tenant/lessee Name: Phone#: Email: CONTRACTOR: Company Name: �• d (2007X R C?yaJ G Phone#: (- Address: 6 2 AU C— City. "(,l e-4 ° State. Zip: c3 3 / 2 6 Qualifier Name: L A? A -A- ® ® • OCC 6 "b Phone#: (7,' 6) Q 6 - 6 9j-6 State Certification or Registration #: C'6 C - /6- / `1 V 9.i Certificate of Competency#: Contact Phone#: (-?P6J rJ 6-- 6 ?T0 Email Address: 01-1) C0 eJ7-kA-"-0As @ G 1-1A IC • C ®ea DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 723'6.0 Square/L Type of Work: DAddition DAlteration ONew = ®Repaiir/Repl�ce OA lition rff iJ 66 'Gtr 1L col � ( D don of Work: ./1 � " FA,1 PA -C 7` /2 `_C MxJ Wi ",iU Of) rpt,[ 9- IV 7`,q-/ ,,x� Color thru tile: Submittal Fee $3►%SL4. Permit Fee $ CCF $ COICC $ Senning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Doable Fee $ Structural Review $ Technology Fee $ c TOTAL FEE NOW DUE $ jfA Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address zip 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. n tIN absence of such posted notice, the inspection will not be approved and a reinspec . n fee will be charged. _. �/IA -.-mi.i A/�10�. o �, J� Owner or Agent � � Con or The foVgoin instrument was acknowledged before me this n The foregoing ins me t was acknowledged before me this day of , 20 L✓ by Qe °vt`' � 0 �� o'�0u tif day of 20 !3 by who is personally known to me or who has roduced `�! who is rso ally known to me or who has roduced F/ -AL Pe y P Pe P 130 _ CIO ''G64,a35-3� 6301.10 -AS identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: APPROVED BY �J Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/1=009)(Revised 3/15/09) CITY OF MIAMI - BUILDING DEPARTMENT NOTICE OF COMMENCEMENT Please file at 22 N.W. 1sT Street, Miami PERMIT NUMBER: W S- 7 m 13- FOLIO NUMBER: _ I f -- O( -- 08,f - 6/40 State of Florida County of Miami -Dade CFH 2013RO641470 OR 8E: 28772 F's 3238; (Ips) RECORDED 08/14/2013 15:11'03 HARVEY RU4'INF CLERK OF COURT MIAMI-DADE COUHTY'P FLORIDA LAST PAGE The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement. Street address N g; and Legal description of property B #H I S/F ®'Res S `EC R Description of improvement: Owner(s) name dal Judo f -A"d'g d address: '6 3 j:�' 97 1 A_Nj- S /o re �`�s17 Interest in property: Name of fee simple titleholder (if other than owner): and address Contractor's name 06 and address �� *I #Al® > 33 /-76 Phone number: 7S'/o f,`8'C� - r�9�� Amount of Surety bond: !$, _wII 4- : (Payment bond required by owner from contractor, if any) Surety Name and address Phone number: Lender's name / and address Phone number: Persons within the state of Florida designated by Owner, upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statues, Name and address: —� and address In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statues, Name and address Phone number: Expiration date of this Notice of Commencement: (the expiration date is one [1] year from the date of recording unless a different date is specified) Print Owner's Name:° OF OWNER Sworn to and s bscrib4efore me on this Day of20Q.By 3 Personally Know , or Produced ID 0t,�`a L -g4 y= Notary Pub 'c STATE �Print Notarys Name:l I HEREBiv� jW WSCOL(� �Fgp� _ Oath taken Oath not take originalft9kr on. °rtft Commission Expiration: ,/ �s RAFAELARANA HAR Rev: 5/20049FF01440 _WCOM M VE'PRt11/Ii�CL' C fXPIRE3: Nay 5, 2017 -" ` '" 0 C' ddt�V CERTIFICATE OF LIABILITY INSURANCE DATE(MMDDNYYY) 07/09/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Accurate 8300 West Flagler Suite 114 Miami, FL 33144 Phone (305)226-8727 Fax (305)226-8767 CONTACT NAME: Lucia Estrella PHONE : (305)226-8727 (FAX c No: (305)226-8767 15 -MAIL net ADDRESS: luciaestrella@bellsouth. INSURER(S) AFFORDING COVERAGE NAIL 0 INSURERA: State National Insurance Company INSURED O. B. Contractors Inc 65 NW 62nd Ave Miami, FL 33126- (786) 586-6950 INSURER B : Progressl- INSURER C : INSURER D : INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD UBR POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMITS A GENERAL LIABILITY ❑V1 COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ❑ OCCUR El OS111302 01/06/2013 01/06/2014 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED 100 000.0 PREMISES Ea occurrence $ MED EXP (Any one person) $ 5,000.00 PERSONAL BADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 1,000,000.00 GEML AGGREGATE LIMIT APPLIES PER POLICY ❑ PRO ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ B AUTOMOBILE LIABILITY ❑ ANY AUTO ALL ❑ AUTOS OWNED SACOEDULED NON -OWNED ❑ HIRED AUTOS ❑ AUTOS ❑ ❑ 02004399-0 01/05/2013 01/05/2014 COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ 25,000,00 BODILY INJURY (Per accident $ 50,000.00 PROPER Y DAMAGE $ 25,000.00 Per accident $ ❑ UMBRELLA LIAR ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes describe under DESCRIPTION OF OPERATIONS below N / A ElWC TLIMTUIT ❑ ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLO $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES Attach ACORD 101, Additional Remarks Schedule If more ace is required) ( space reQ ) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept 10050 NE 2 Ave Miami Shores, FI 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED Lucia Estrella ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) QF The ACORD name and logo are registered marks of ACORD awtio \\/ J#wIfer:bmff w:ZMAennfion under this M : < «. a }t*\listed} on\ btof be e\\ » Of s-9. r%s6% 4 � Foundry r 1 0� 10E6e 1 / 7- -- VV6 -- i — 13 — 1,:5'2 --tov ®i c € * V,45 -- 7— 13 — 4g,3 2 9 Jenny Romney 863 NE 99 St Miami Shores �j ',113 F133138 CITY COPY 7 i \t T%.v 9'%F TOi6%F T%rC%F 1%s6%F Kitchen Diningroom Bedroom 5 1 a 2 3 Master Bedroom 14 closet re•.asan 1s TSx aS. 8eF zs.a%FY Irvingroom m 4 h 1 ` TF 4� ti. 3 Bedroom �, 2 jar n„. 10 Jenny Romney 863 NE 99 St Miami shores FI 33138 Scope of work: Change the all windows the house New impact windows, type rolling windows The window's measure are: 1. 2 rolling windows (37 x 63), 2 mulliums (1x4x63)and picture windows (53 x 63) 2. Rolling impact windows (53 1/8 x 50 5/8) 3. Rolling impact windows (531/8 x 50 5/8) 4. Rolling impact windows (37 x 26) S. Rolling impact windows (531/8 x 50 5/8) 6. Rolling impact windows ( 74 x 50 5/8) 7. Rolling impact windows (37 x 38 3/8) 8. Rolling impact windows (37 x 26) 9. Rolling impact windows ( 74 x 50 5/8) 10. Rolling impact windows (25 % x 26) 11. Rolling impact windows (37 x 38 3/8) 12. Rolling impact windows (37 x 26) 13. Rolling Impact windows (74 x 50 5/8) 14. Rolling impact windows (53 1/8 x 5o 5/8) 15. Rolling impact windows ( 74 x 50 5/8) i Y M� i g`r Closet Mester Bedroom .+ .63'10 I JUL 4' i Jenny Romney 863 NE 99 St Miami Shores Miami Snores Vill APPROVEID BY DATE 70P,IING DEPT M- ", DEPT ECT , O CGNIPI WICE WI FH ALL FEDERAL � �;r-,I�ti � (-?I_,L_5 F��JD HEUUL4TIONS Diningroom L ivingroom IUiMS ENGINEERING, I. Kd = .85 : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA.BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 / 0006024 A,9CE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (48;5 - Walls). Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Height (Maximum) Effective Wind Area or, Tri utary Area in Square Feet -54.1 10 20 .30. 40 50 60 1.00 0.95 0.92 0.89. 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 1 53.7 51.2' 49.8 48.8 48.1 47.4 Interior Zone (4 =, Walls) Negative Pressures Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Height Maximum Height Maximum in Square Feet 50 60 -1.15 -1.13 Effective Wind Area (or, Tri utary Area) in Square- Feet -54.1 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 739.6 -39.1 20 -46.4 -44.4 . -43.3 -42.5 -41.9 -41.4- 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1. -49.1 -48.4 -47.8- 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4. -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Td utary Area 10 20 30- 40 :1:40 -1.29 -1.23 -1.19 in Square Feet 50 60 -1.15 -1.13 16 -54.1 -50:4 -48.3 -46.8 -45.6 -44.7. 20 -57.2 -;53.4,,. -51.1 -49.5 -48.3 47.3 25 -59.8 -55:8 -53. -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 -55.8 A449- 50_ -69.3 -64.7 -61.9 -60.0 -58.5 .: i 7. 60 -71.9 -67.0 -64.2 -62.2 -6 -41 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whic ever is sm Iler, but not less -than 4% of least horizontal dimension or 3 ft. (h = mean roo height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: a -N MIAMI-DADS COUNTY DEPARTMENT OF PERMMING, ESO PRODUCT CONTROL SECTION AFFAIRS (PERA) NAtIENT, AND REGULATORY 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Mm* Florida 33175-2474 NOTICE OF ,ACCEPTANCE NOA T (786) 315-2590 F (786) 315=2599 Sunshine Windows Manufacturing, Inc. .minmidade.eov/aero 1745 W. 33rd Plane Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of conson pERA materials. The documentation submitted has been reviewed and accepted by Miami -Dade County ti tructi- Product COW01 Section to be used in Miami Dade County and other areas where allowed by .the Authority Having Jurisdiction (All). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,, ar suspend the use of such product or material within their jurisdiction. PERA reset ves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Zane. DESC LIMON: Series "1650 (XO)" Aluminum Horizontal Sliding Window L.M.I. APPROVAL DOCUMENT-' Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass' , sheets 1 through 7 of 7, dated dated 03!14/08, with revision # 1 03/05/12, prepared by manufaeturer, signed and sealed by Francisco Henn andnu P` er bearing the Miami - Dade County Product Control Revision stamp with the Notice of A the Miami Dade cceptance numband expiration date by County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer'g name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unles�a 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 gr 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. Ifporti displayed, then it shall be done in its entirety. any on of the NOA is INSPECT ON: 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 # 09-1217.04 and consists of this page 1 and evidence pages E-1 and U2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED 1 ROA No. 12-0320.06 Expiration Date: Aprff 10, 2018 Approval Date: May 17, 2012 Pagel SUM—hint ftmdows Manufactnrinp, Igic. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections.' 2. Drawing No HS08-01; titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision #1 dated 03/05/12, prepared by manufacturer, signed and sealed by Francisco. Hernandez, 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 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA Na 080107.08) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIZ-5015, dated 07/27/07, signed and. sealed by Carlos S. Rionda, P.E. (SubMitted under previous NOA No. 09-0107.©8) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#09-1217.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 0., .Manuel re4 P.L. Product Con icer NOA No. 12-M.06 Lxpiretton Dante: April 10, 2018 E-1 Approval Date: May 17, 2012 Sunshine Windows MMufncturinn. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM1fiTEI? E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemoun & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1: Statement letter of conformance, complying with FBC-2010, and of no financial interest; dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. G, OTHER i. Notice of Acceptance No. 09-1217.04, issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window — L.M.I., approved on 02/03/10 and expiring on 04/10/13. Manuel P ez, E. Product Control mamber NOA No 124320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 E-2 1 10-1 MAX. A I IMPACT IMPIXGLASS GLASS GLASS L of = '✓p FALSE MUNTINS (SURFACE APPLIED) B MAY BE USED 3 i 8• 10" MAX. WINDOW YYIDTH TYPICAL ELEVATION ()(0) t3EN1tRALNOTlBBs 1.- THIS PRODUCT 14EETS THE REQUIREMENTS OF THE 2010 F'BC. 2.- CANFIOURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. E O MASONRY WiTFI I BY USE 1/)4' DRAM. ULTACON BY ELCO 8.- FOR A1'TTA��o//H4�IE�NpTN INTOCONCRETE 4D pt* MINDISTANCE. A�TTAC}i�l BE2 R�OtA WOOD AND /2 HIAN( FOR ATTACHMENT INTO METAL USE 1/4" DIAM. (BLADE 8 SHEET METAL SOROS WITH 1" MIN. EDGE DSTANCE. 8.- CONCRETE STRENGTH Pc-3,200 pat MIN.. CMU PER ASTM COO, FILLED CMU fm-2,000 psi MIN. 7.- USE NON S14RWK NON METALLIC GROUT 3 KSI MIN. AS REQLQREO. &- WOOD HOST STRUCTURE SHAW. BE "SOUTHERN YELLOW PINE" 0- 0.88 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 8083-T8. STEEL SHALL BE Fy- 36 981 MIN. 10.- WOOD BUCKS(BBY OTHERS) SWILL. BE PROPERLY ATTACHED TO TRANSFER OLAZINO SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVF.DBY 13UILDINO OFFICIAL PRIOR TO WUNDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERM SHAD. BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FM GLAB& 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.128° HEAT STRENGTHENED GLASS WITH A 0.090° INTERLAYER FILM WPM BUTACiTE PM BETWEEN THE MLI ES OF GLASS. LAMWTED BY TECNOGLASS, PAanwrawm ®atlb�FhN2s whftcob Aooeppmoe✓1 " /8 �.Ii+ FLdkI * PE ` D �.'�' • $OISiIti1B I�AiIlf6C 11�, IIS. 1748 W. 33rd Plan mkwh DMIRN CHART • PBF HEATSTRENGTHENEALANDNATRDIlOACTo� WDWOW AII1mimx ANCHDR SCHImax HOBItICANEF�CIZWON 0 NOT WK UL98D wm How Im & l2LL PER me 13A4" 811 I. 3� SHd. EX1. 1w. wr. INT. 28 1/2• 37" 83 1/e•6 7$ 4 3 83.33 120.00 80.00 120.00 kQ, r H Q 8 83.33 120.00 80.00 120.00 83.33 119.30 80.00 119.3 8 83.33 90.00 80.00 90.00 201/2• sr 83 1/8• 74" s/8• 4 8 83.33 120.080.00 120.00 s 83.33 120.0 90.00 120.00 8 83.33 98.80 80.00 98.80 8 83.33 78.90 78.90 7&90 3P 83 1/8" 74• 0 8/e• 8 8 83.33 104.70 80.00 104.70 8 83.33 88.40 80.00 8&40 8 83.33 67.30 97.30 87.30 3Y 83 t/6• 74• e3• 8 7 83.33 88.20 80.00 88.20 8 8.7 33 78 7800 78.00 8 83 +„f3 82,00 72,00 62.004,- u 38" 4t{• 08• 72• 24' 3 3 83.33 120.0 8000 120.0 4 83.33 120.0 80.00 120A 7 83.33 12U 80.00 1120.0 o � , N 7 83.33 120.00 80.00 1120.0 8 83.33 90.00 80.00 90.00 24• 36• 48• so* 72' 3e• 3 4 83.33 120.00 80.00 120.0 4 83,33 120.00 80.00 120.0 8 83.33 120.00 80.00 120.0 7 83.E 99.90 MOO 99,80 8 83.33 8&70 80.00 as,6 3v 41r so. 72• 4W 4 8 83.33 100.40 80.00 100.40 8 83 33 93 90 80.00 93.90 7 83.33 87.00 80.00 87.00 8 83 33 74 30 74.30 74.30 OWNING No, HSQS-Q1 DATFa 54-08 SORL& 1 2"�1' 30• 4e•8 00• T2• 4 7 83.33 90,00 80.00 70.00 83.33 87.00 80.0 87.00 7 83.33 83.40 80.0 83.40 7 83.33 67.0 87.86 87.80 ow / OF 7 ).� DESIGN PRESSURES CHART • PSF 6HEE'T 2 OF 7 HEATSTRENGMENEDLAMINATED IMPACT WINDOW ANCHOR HURRICANRPROCMCWN DIMENSION SCHEDULE 19 NOT RIB tum IMGPAS0. WIDTH FIOONT 19910 Nab Sa.1. PER dpIEB 1314° SUI, 3" SD.L exr. W. fJO: W. u" 3 3/8' it 8 1 53.33 90.00 80.00 80.E 74" 86 8/8" 111 8 53.33 90.40 S.OD 90.00 .lY a* 8 9 83.33 90.00 80.00 90.00 We 8 53.33 90.00 80.00 90.00 74` 11 53.33 88.20 80.00 88.20 WINDOW WIDTH 78" 4r 11 7 83.33 90.00 80AO 90.40 48" 7 9 53.33 90.00 80.00 90.00 9 83 33 00.00 Woo 90.00 72' 11 53.33 90.E 80.00 90.00 ).� ORA1MN0 No. HS08-01 GATE: D3-,4-09 SAM 1 -l" 6HEE'T 2 OF 7 0S IMGPAS0. SS e C D to ^��LL - B if 1 11 0 3 t/8" 7" MAX Max WINDOW WIDTH TYPICAL ELEVATION (XO) u -FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GUMALNOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FSC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- yFOORR ATTACHMENT INTO A ®CO�NgCRETEE OR MASONRY WITH 1�yBYp�USE 1/4' /� DIIgjNM. ULTTEACONgTpBYY ELCO FORA I Of WOO USE 1 4� WM. %AMGON � ELCOE• WITH 1 1 2 MIN. EMBEDMENT INTO W000 AND 1 MGN. DISTANCE FOR ATTACHMENT INTO METAL USE 1/4" CLAM, GRADE 8 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE B - CONCRETE STRENGTH 1 o-3,200 psi MIN., CMU PER ASTM C90, FILLED CMU Pm -2,000 pol MIN. 7.- USE NON SHRM NON METALUC GROUT 3 KSI MIN. AS REQUIRED, 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" O- 0.88 OR GREATER DENSITY. THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/B". ALUMINUM SHALL BE 8083-T8. STEEL SHALL BE FY- 38 KSI MIN. 10.- WOOD SUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRICTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 I=. GLAM 0.340" QVEIVU LWNATE;D GLM USING TWO UTES OF 0.125" HEAT STRENGTHENED CLAN WITH A CAN" INTERLAYER FILM DUPONT BUTACITE PVB. BETWEEN THE TOO L.1TES OF mAss. LAMINATED BY TECNOO ASS,.. 1748 % Sad Plus fUnk wises =9 �astu� e 1R�t7ec. ��gqpp�pplSCp . HE FL�OA • PE � 8t _ ORA1MN0 No. HS08-01 GATE: D3-,4-09 SAM 1 -l" 6HEE'T 2 OF 7 lie FTa NOW 1 r----- gig 9 pf lair P's m111-7 4 lie FTa NOW 1 r----- gig 9 pf 7 t u I lair P's 7 t u I lair 7 t u I 2 1,.'2" mm 2 1/:!" M% AIT. 444^MENTTOXA5fJCd V 1/4' ULT MON 1 1p° MOL EIMMMI XT IMTO MMMV THROIR114 1 ®Y WOOD SUCK MMOD, ANCHOR 9=0 AND MAUR OF APYHM A ELVATIt9 " DOM PRC99URE C!M= ON SHB S 1 07 T AND 2 OP 3) TVF" FDR HPAT& a BY MCD MJCTS BY OIMM RUM 8E f°WERLY ATTAONEO TO TRAMSCER Ovzmo STST69A Lom TO BY THIS OFP xM, SWiLL SK Pam TOAPPROdE6 WINDOW P1WMAIJON, 1/4.` 9Ys IKWI 4 NETA.. I WX ANCHOR SPACdW AND MMM "ORB RUER TO ILE1tYsTdONS AND DN PREMM O iI ON SHMS 7 Al 2 OF 7). AL H$'+iD. o- 89ME. B 1 dR°&. e-7l'rACF-M' 'MlinT To WOOD UMM RRfiS811RE OHARTS ON SHEETS 1 OF 4 AMD 2 W 4). i T"m POR HIM 'I— COUNTY ~ED �1;C1OWINDEPR SIVARATI: APPMYVNJ nntill =c:J u i i ON 1 1/a" WN, MeTRSSTiOd1 INTO WOO, MCHOR SPAC140 AW NUMM OF AMOHOR1 L@YA110NS AMU OESIGN PREBSURIE ONARTS 1OF T AND d OF 3) WAVI SY MOW 1LCK 6Y OTHM wr SE PROPERLY AT MCM TO WISTER am No MIS!I L 6 THE STRdJOTM. SM&L 21 APPROM Y ®U6A= OIVIOIAL PRIOR TO III= IRSL4.I,ATOM. pril 2 1/2' MIN. —2 1/2" MIN.— 1/4' ULTRACON 1 1/4' YIN, EMBEDMENT INTO MASONRY THROUGH I' SY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT �% EMBEDMENT WTO MASONRY (FOR MAX. ANCHOR SPACING MID NUMBER (FOR MAX, MOM�SPACINO AMD NUMBER OF ANOHORS OF ANCHORS REFER TO ELEVATIONS ANG REFEp TO ELEVATIONS AND OEM PREMM CHARTS DESIGN PRESSURE CHARTS ON SHIM ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 4 TYPICAL FOR SILL ONLY. TYPM FOR SILL ONLY. MAIL 1) =TARE ATTACHMENT TO PR&CAST SRL ATTACHMENT TO MASONRY 1/4" SMS THROUGH METAL MANCHIM SPACING AND NUMBER RS REFER TO ELEVATHM AND OEM PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 71. APRVVED Mlf�t. (UNDER�SEPARATE APPROVAL) 45AL �I I I � D 1/4° 30 THROUGH METAL. TYPICAL FOR BILL 1 OF 7 AND 2 OF TYPICAL FOR SRL. DETAILO DETAIL01 ATTACE MMENT TO METAL STRUCTURE ATTACHM30ff 70 hUJllMN (STEEL OR AUAL 1/8" MIN. TFOgMW) (STEEL OR ALUM. I/B" MW. THIOMM) TYPICAL SILL SECTIONS 2 BY Wow BUCK BY OTHERS. MLIST BE PROPERLY ATTACHED TO TRANSFER OLXDXG SYSTEM LOADS M THE SDSICTURE SHALL BE APPRMU BY BUILDING OFFICIAL PRIM TO WNM INSTALLATION. 1/4' ULTRAII 1 1/2' YIN. PENETRATION DITO WOOD. (F0R YA1L ANSR SPACING AND NUMBER F ANCHDAB REFER TD ELEVATXWS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICM. FOR SILL DETAIL P ATTACHM8NTTO WOOD �n®r swh) a *&A 1748 V. 33r4 Pma H Flaft 3M2 Pin (3118)384 "a Fina(388)828-8118 CPAWINO No. HS08-01 W0'_QA-14-OB SCALE l » -l• SHEET 8 OF 7 PWWAPil-110 IMM 1 1/4' RMV UORMS4 IIdI'O Pd49^cO w THROWN 1 IPP WMD BUCK OR IMI SHM MDH A -TAN[. Mir ,A ♦ (fr" $011. MOM AM NIMM OF ANC HORS RIM TO IMMONS AM DWON PRS I,YW M ON SHM 9 OF, AND Q OF 7) T MWP FOR dlAi�. AaT9'A.CHN MODAASIMMY 1/4' SIBS TM W -%h METAL. MinRAIQHDR EPACM AHD aAJ)!M TO SLEMIXIM AMI) CUM PfdPUM 01 -AM 7M OHM TIFAV- MR eGB($;i.� O By W401 X41 w OTHERS. um BE Iftmi ATM= To TRRN" Mk1ZW 9i48iE1) LORDS TO T11E VRUCMM 9HAL.L K APPUMD BY O=ftla wfttL Plot TO N9PMM INSMURI)CM. (SRR L�UIx A . 9 Rj ,AMO ON 04101K OF A1fQF10198 849 Affi AND MOWN PA'J IJIE OHM." ON simm 1 OF 9 NM 2 OF 7). TYPM POA JAiM ORTAMLL— ATTAC MTT90 0=I a.JB.af' ZI NG DETAIL a" IL &.M ATrACAMENT70b si�t1CIt)1�8 'ISI. OR AWIL t15 9dIM� 'F9fY0tE89 "Re Omw WrAm Pa sr 4, �/ 31R9ddOTJd9�0 3/B' ,ORA M OIAMI 0.3 pAV8A L LAMOH W MAN WING 19f0 LM OF 0.125' WAT $itk@XWh C0 C WWN A 13.090° 147ERLAM FILM 81JTRt F� B@i9MEEl1 THE iFlE) LITES OF QLASB. LRMlHATEO BY TEi�A OGLeRS 6 DLPICAL LAW ao-NS IMW Md lf*C6 POW S"41981• Pa 30 r)m a.r PR0O11C't D � I��iaw�pOaCIB�t81a CkRYa1110 Ro. CC1�ee s 4soll•-oi �dRNtel91. RCR4Fa � �R° f7:Q V.A PE TM I MIAMI�DADE M1 MI DADE COUNTY DEPARTMENT OR REGULATORY AND ECONOMIC RESOURCES PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DMSION } l I905 SW 26 Street, .Room 208 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw mlamidadeteov/eeonomv Sunshine Windows Manufacturing, Inc. 1745 W 04 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing.the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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 ►vithin their jurisdiction. REEL reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section 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, Extruded Aluminum Tube Mullion -- LAU APPROVAL DOCUMENT: Drawing No.M2011, titled "Aluminum Tube Mullion L.M.I.," sheets i through 21 of 21, dated 42/11/13, prepared by manufacturer, signed and sealed by Francisco Hernandez,, P.E., bearing the Miami Dade County Product Control Approval stamp ►vith the Notice of Acceptance number and approval date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, 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 data 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 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 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentationwas reviewed by Manuel Perez, P.E. NOA No. 11-1216.02 1 I • Ns�� Expiration Date: March 28, 2018 Approval Date: March 28, 2013 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02/11/13, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.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 diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FT1- 7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, F.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/22/11 and revised on 02/25/13, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE L Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 111216.02 issued by Product Control, dated January 31, 2012, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-1 l)t- iJ Man�u'ell Perez-PiK Product Control Exam er NOA No. l i-- 16.02 Expiration Date: March 28, 2018 Approval Date: March 28, 2013 OR 02W THICKNW UNIT ENDE%OFDRAWum _" :_: b - Arm voldom OOFAZF �1NOETSIANDa 1 OF 22 : MULUON SECADNS, GENERAL NOTES AND PROCEDURE FOR Nam SELECTION. ft hL _ 2 OF 21 MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CUPS LOCATION DETAILS - 3 OF 21 .- TABLE / 1. MULLION DESIGN LOADS (MULLION CAPAC" FOR RECTANGUI AR MULLIONS. 1745 W Can 4 OF 21 TABLE 2 ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR (ECTANG" MULUONL Pin (3214n4 -99W 8 OF 21 .- TABLE 3. ANCHOR DESIGN LOADS (ANCHOR OAPACM FOR RECTARMAM MULLIONS, Fae(328A29-8118 8 OF 21 .- TABLE 4. MW=N AND ACOS DESIGN LOADS OMLON AND ANCHOR CAPACTIES) VERTICAL OR HORII.ONTAL RECTANGULAR MULLIONS FOR ROUND MUWON.R. T OF 21 .- AND= CONFIGUI iIVION TYPE All ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK. 8 OF 21 ANCHOR CONFIGURATION TYPE At ON WOODEN STRUCTURE OR 28Y WOOD BUCK. SEE ANCHOR OESION LOADS 3 ON SHEETS 4 AND 8 OF 21, S OF 2l : ANCHOR OONFtGtiRWTION TYPE A2 ON CONCRETE OR MASONRY WITH 1BY WOOD SUCK AND ON WOODEN STRUCTURE OR 2BY WOOD SM. 10 OF 21 .- ANCHOR CANFICURAWN TYPE A3 ON CONCRETE OR MASONRY LWM ISY WOOD BUC2C AND ON WOODEN STRUCTURE OR 25Y WON BUCK. NO �N SHE NOTES 2 AND 4 11 OF 21 : ANCHOR CONF ,GURATIC'1 TYPE A3 ON ORMASOM WITH I iBY WOOD B GHJFRAL )10— AND ON WAN STRUCnJRE OR 20Y WOOD BUCK FOR 2° X 8' MULLW. 3 1/2.0 OR 4'.0 AM TUBE 12 OF 21 .- ANCHOR COi FIGURATON TYPE 81 ON CONCRETE OR MOSORY. 0 � 0.�2 0.126 THS 13 OF 21 .- ANCHOR CONOICURATICIN TYPE 82 AND 83 ON CONCRETE OR MASONRY. VARIES ` 14 OF 21 ANCHOR =*MURAT= TYPE 83 ON CONCRETE OR MASONRY. `w To 180• 18 OF 21 ANCHOR CONNOUAATON TYPE Cl ON METALLIC STRUCTURE 18 OF 21 .- ANCHOR OONIF=RAWIN TYPE C2 ON METALLIC STRUCTURE. 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE. .. 18 OF 21 .- ANCHOR C1P4 WMrMS TYPE 02. 03 AND 04. MULLION TO MULLION CONVECTIONS. 18 OF 21 ROUND MULLION. TOP NEWS FOR ANCHOR CINFIGURATiONLS TYPE SR2, 8R3. CM AND CR3. 20 OF 21 .- ROUND MULLIONS, TOP NEWS FOR ANCHOR COMOURATION TYPE BR4 AND CR4. VERTICAL ROUND TUBE MULLION 21 OF 21 .- ROUND MUUtONS, SIDE VINS FOR ANCHOR CONFUOURARONS TYPE BRE, Ota, BIK CRZ, CRs AND CR4. SEE MI R I MN rnraa u WADS Inn t trtu P-AYdCRYt AND ANCHOR SON LOADS (AM= CAPACPIIA TABLE p 4 a#1 cwErr S OF 21_ GENERAL NOTES: 1.- THIS PRODUCT NESTS THE RANTS OF THE 2010 2 -MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEMO THE 2010 FLORIDA WILDING CODE FASTEN� � GLAZINGSPACIUNIT APPFVA%L TO SPECIFY NM 3: TYPE OF ANC CRra FOR ATTACBfENT INTO CONCRETE OR MASONRY WITH 18Y, 2BY OR WOODEN STRUCTURES USE 1/4- CAM. TAPCO I BY'ITW BUI.OW (NQA M07-1128.101 FOR ATTACHMENT TO METAL SiRUCIURIDL OR METAL TO MEYAL CONNECTIONS USE 1/4° DRAM. WK 8 SHEET METAL SMM 4.- THE DESIGN PRESSURES SHONOM ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY NO CONTRIBUTION OF AI ACHED OLAiiIG UNITS ARE CONSIDERED. 8,- FOR MALS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES REFER TO SHEETS 7 RIROUOMM 21 OF THIS PRODUCT APPROVAL 8: WOW BUCKS BY OTHER SHALL BE PROPERLY AW;CHEO TO TRANSFER OWING SYSTEM LOADS TO THE STRUCTURE AND SMALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. 7.- THE THIO OF THE STEEL/AUt)Q= HOST STRUCTURE SMALL BE NOT LESS THAN 1/8-. ALUMINUM SHALL BE 6083-T8 AND STEEL SHALL BE Fy- 38 kd MRC. L- TUBE MATERIAL SHALL BE ALUi ALLOY 806348. 8.- ALL ANCHORS INSTALLED IN THE SM/ALUMINUM HOST STRUCTURE SHALL HAVE i' MVNMUM TD THE EDGE OF THE STRUCTURAL MEMBERS, 11L- WOOD HOST STRUCTURE SMALL DE 8OPOIFAN YELLOW Pw 0aDS6 OR CREATES DEKW. ALL ANCHORS INSTALLED iN WOOD SHALL HAYS 1' NDW M TO THE EOtE OF THE STRUCTURAL MEMBERS SM 1 3/a' MON, MEOtENTT. 1i1 � FILLRE STRENGTH:MU ftn- 2,� 3oel 200 MIT., CMU PER ASTM CSO, ALL ANCHORS INSTALLED IN COCDEIE SHALL HAVE 2 1/2- WEAN MSL TO THE STRVOIU RAL MORS OTH 1 3/4' MIN. EMMSEOMENT. (GOING STUCCO. FOAM, BRICK AND OiHER WALL FINIRMS). 12.- MATERALS INCLUDING; BUY NOT IN= TO ./ WAL iHAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL BE PROTECTED IN ACCORDANCE WITH THE SECTION 2003,8.4 OF THE 2010 FLORIDA SURLIRNO COL PROCEDURE FOR MULLION SELECTION 1. DETERMINE THE DESIGN PRE MIRE BY CO6PWVG THE WOO LOA IN PSF ACING ON THE MULLION AS PER 2010 FLORIDA 10=ING COOS. 2. USE WA ON OFSIGN LOAD (MULLION CAPACiY) TABLES If 1 AND 14 ON ON SHMS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED TO MEET THE DESIGN PRESSURL 3. USE TAS / 2 if 3 AND # 4 ON SHEETS 4, 8 AND 8 OF 21 TO DETERMINE THE TYPE OF CQ?QQ CTONN BETWEEN THE MULLION AND TRE STRUCTURE TO MEET THE DEM LOAD (MUNCH CAPApM. 4. HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRIISPONDINS TABLE VALUES OBTAINED IN A SPECIFIC APPUCATION WHEN USING THIS MM TO APPLY FOR A PERMIT. assn &A NM talo 7- swO Revlalan 4ppFt mvtdarapWgw4kW '`y tom+ Eta 'ft COO D. r<.� ! a t' 1d•25•la M2011 No MA CSCO HERNANDEZ p M 1& tret FLORWA PE 81383 1 QF 21 CROSS SECTIONS CROSS SECTIONS as>9t 0.125 1 0.129 .128 4.011,t� 0..000 o.tae 3m 'CO, 2Am u 2.000 It n 0484 41.121 3 4,000 1.060MaM 3 1/2' ROUND MULL 4' ROUND MULL 1.000 ALLOY: 6063—T8 1 AI1AY:6063—T6 A TOP V1EhV ROUND MULLION ANCIM SLEEVE ALLAY: 6683 T6 SECTION 1-1 ROUND MULLION ANCHOR SL£EV6 ALLOYS 8063 TS ROUND MULWON SLEEVES MULLION DIMENSIONS yYPE a a c 3 1/2'0 8600° 3280• 0.128' 4.0 0.128• FOR ROM MULLION AND ANCFIOR DESIGN LOADS SEE SH£E7 8 OF 21. FOR OONFlGURA M OF R0.8m ANCHORS SEE SHEETS 19. 20 AND 21 OF 21. I,X2'XIle 1" X 3' X 1/9° 1• X 4" X 1/5' ALLOYS 8083—TIS 0250 0..0.00 1.000 1' X 4' X 1/4' ALLOYS BOSS T6 0.280 0.250 8.000 2.000 2' X 8' X 1/4' ALLOYS 8083—T8 1" X 9"x 1/8" 1' X 3" X 1/8" 1" X 4' X 1/8" ALLOYS GD63—Ye 0.128 8.000 0.125 4.000 2ACO 2' X 4' X 1/8" a' X B" X 1/S" ALLOY. 6083-176 DETAIL 8 u CUPS Hmu4w AL POSOIONI MULLION TO MU UON ANCHOR CLIPS CROSS SECTIONS 0.780 1.750 0.128 0.129 ooe as5o oos z.25o a� ao� 2.z� 1 01 &D00� 0.128 0.780 2.000 Vt CLOP V2 CUP 2' X 2' X 1/8' ANGLE CUP 2' X 5" X 1/8" ANGLE CUP U CLIP ALLOY: 8063—T8 ALLOYS 6083—T8 ALLOY: 6093—TS ALLOY: 9069-9 ALLOYS 8083-78 DETAIL 5 V CUPS HORMORM POS17iON MULLION TO MULLION rm DETAIL 10 u CUPS VFRDCAI. POSRION MILLION TO MULLION 1 DETAIL. 6 L CLIPS HORIZONTAL POS1RoN MULLION TO MULLION oETAa. 11 ROM MULLION SLEEVE VP.RRC AL POSITION ON SUBSTRATES MULLION SHAPES, ANCHOR CLIPS AND ANCHOR CLIPS LOCATION DETAILS DETAIL 7 V CLIPS VERTICAL POSMON MULLION TO MULLION gPUroS�lesaoeSpUlg8w0blle n 1 f°D N PAO �� 2 A71aim a Proud 1 DETAIL 8 L CUPS VERDCAL POSITION MULLION TO MULLION ��HERNANDEZ PE 51 M MmiiuGcbl q, a.. t NM Dots11-1 Sia 1 4 - 1 Rovatoro tiorLtezn No. M2011 SHEET 2OF21 71011911010/Tfl (f7j m NOTES3 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4�proved aecorpPlylBgw+Uhida florid INN got Gate N0A9 Mfam pet Z 25-13 F7 ORIDAPE k a„ tr Imm ode 2-11-13 eoft NB gv*smu owan 50.110. M2011 SHEET 3 Of 21 MUUX t Im m1 LOAD - ts' WALI0t4 am LOAD - psF 1A$1I0R MWN LOAD - PSF Muwm "m NMI mum ti b$ LB0J.t0f4 t0 AM I112.M mum I 11511x91 tAl LM I 1'x2. 1'x3' 1'x4 1•x4• x IA, x 1/8' x t/8' x 1/4• � spm 1•X4' 2'x4' YXe 2•x8' x 1/4 x 1/6' x 1/e• x 1/4• mm (W) sm 1'x8. 2'x5 x I/8' x 1/4 27" 3, 1289 140.0 14010 140.0 2' 14U 118.4 140.0 140.0 27' 140, 122.11 14010 37' 9&73 14x0 14010 14MO SY 1129 8440 140.0 14010 m' 89.45 140.0 48' 7225 14W 14010 140.0 48'&, 07A0 94.90 14W 140.0 411' 56.90 1289 40" 570119.8 140.0 14010W 89.85 Sim 112.8 1404 80' 38.18 101.3 68' RM 109.0 140.0 14U g0' IMS 4740 IOU 140.0 g8' 80.18 92.10 74• 4988 97M 1409 %M0 74• 5&40 4210 91.21 140.0 74' 4470 OLIS 43J8 KW 14U 140.0 w 5215 3890 "40 /4010 89' 41JB 76.E 2Y 574S 140.0 140.0 14010 27' t28J 7740 140.0 140.0 27' ice• 111.2 140.0 37' 41.90 11&7 14610 140A 37' 91,70 50.40 14010 140A 37' 81.18 140.0 48' 3230 8785 140.0 1440 48' 71070 43.43 I= 14010 40' 82.55 114$ 40, - 70.10 1128 14010 40• 89.88 34.73 9W 140.0 40• mw 81.80 or _ 93.75 1028 140.0 gg• 81.40 31.80 MIS 1404 ffi' 74 48.43 0390 74 - SO 91.45 1404 74' 45A 18.20 78.40 140.0 40.65 7490 80' - MM 114.50 14010 or 42.10 - 7&40 130.1 8G 3740 WAD 27' sr - 111$ 14010 1 140.0 27• WA 84.43 140A 14W 27' 102 101.3 14U 37• - SIM 14010 140A 37' 7481 4740 139.7 14910 37• 7340 138.8 48' - 8295 IOU 140.0 4g' 51128 33.28 107.7 14U 40" 57.00 104.7 gp• - 80.&9 87.20 14010 gg• 48.60 29100 88.40 149 W 45.80 8&75 88• _ 48,73 791025 1404 gg• 4235 - 7405 14U or 4190 7618 74' - 40M 70.70 138.3 74 3725 - 8990 128.4 74' 36.90 87$0 g0' - 3775 8&40 128.0 - 84A 1187 �' 34.20 8290 2Y or - 8730 14010 140.0 27' lee 88.38 KW 140.0 t40A 27• 158' 92.70 14010 V_ 85.70 HU 14W 37' 8&06 MA 123A 14010 3T 0710 t24.2 4g - 49.10 8240 14010 4r 4L55 3090 98.45 14Q0 4r 8211 an 64" - 3930 MOD 14U 60• 30.88 - WA 14010 g0' 4120 79.40 40' - 35.70 87.40 1319 3&30 -#M.40 1279 89' 3790 89.95 74' - 3195 590 117.3 14• 3190 - 11&7 74 3A9D 8110�•- x.49 ! 40 10&4 g0` 2810 - I012 88 31 8740 27' - 81.M I11A 1400 27• 108' 7270 4810 1400 1400 2Y 144' BS 10 F40A 37' - 3775 SIX 140.0 37' WM 36AS 110.4 14U 3Y 82.10 1141 48' - 28.10 8240 1221 4g• 40$0 - 89.10 14910 48• 4758 8790 g0' - - 49A 07.70 gp• 3270 - 68.10 i l Be 3830 W5 - - 40.40 8889 88' 29.79 - 61.90 113.7 88' 34AD WA EW - - 4090 7925 74' - - 88.20 t01.4 74 31A0 17.00 - - $7.45 7330 80' - - 5100 03AD 40' 28.70 5270 71011911010/Tfl (f7j m NOTES3 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4�proved aecorpPlylBgw+Uhida florid INN got Gate N0A9 Mfam pet Z 25-13 F7 ORIDAPE k a„ tr Imm ode 2-11-13 eoft NB gv*smu owan 50.110. M2011 SHEET 3 Of 21 �N.9 IACATEO 9N Al 9ffEW 7 AW 8 �' 21 A2 MEET 9 � 21 A3 SIfffJB 10 Al 11 OF 21 Bt f00ET 14 QF 41 ea t4fffT t3 � of 9J tam is um 14 � at Cf SHEff 18 � a1 C2 tAffEf 18 OF 21 99 s1reEr v 9F a1 D2 >;HIt? t0 OF at W ZalEfl' 18 OF 21 D/ ?iER� 18 � 21 sm OEMANCHOR DESIGN LOADS (ANCHOR CAPACITY) ANCHORDETAILS t m 2 FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLEANM am e 2 of 21 E. TABLE#2 (RECTANGULAR MULLIONS) SIX mtm 22uoNt risl �� aHa1a1 L�9 - t� MW 4 1MA 1248 14QA 140.0 2OF 1 PCAM A 1 aaa{oras 1409 48• 46,Zb � 138.7 73.10 14QA 140A 7090 iM.O 140A 7019 1MA 9 80• Aft IYPI A Aft itPE 8 Atm 11Pa C 10&910W TYPE 0 fait ' �ua9 2939 80.70 t 47A0 9488 128.1 48.48 9090 136.4 40.48 90.80 f {a191f9t ut'irlg, (nc p 27.18 86M 81.45 4395 87.76 {18.4 42A5 x.10 12&1 M1.� 84.19 919111 (PQ St48i �� 07,E IJ8.1 � 1092 140A 140.0 COC910JRA1tD1IS 140A $ 8, 7, a 9 AICD 10 104.0 t746 W. MA Pfau t9otO%. Wft =12 1MA 3T 49.90 l3:M IMA 7930 i40A 140A 7838 1MA 1400 9&3,9 1148 IMA q' 3890 78.00 t14A 81.M 122.8 IMA 8088 U7.7 140,0 88,86 t� 117,7 6p Bg' 30M p80 81.20 49.10 1327 47.10 9420 140A 47.10 70.86 8621 27.60 &►� 8298 4489 X35 140.6 4200 18.x01 148.4 42.80 04.20 86.M J4' 2489 49.30 7398 �8S 78.70 1079 36.16 7835 1148 38.18 87.28 7836 BO' 22.60 4880 08.40 3885 7330 9x80 3530 ml� 108.9 3830 8280 an I2 !� 21 YERIIM PIu (Jo8 96ft Fme( 6ae-8116 2Y 1�,9 140A 140.9 f40A tM9 140.0 144A 140A tMA 140A 140A t40A m 37' !1680 1MA 1MA i40A 140A f40.0 140.0 140A 140A 140.0 t40A 140.0 FOH At84 C{IP9 9=031 OAm 01A79C0 �• �• 73.10 110.0 140.0 118.1 1MA 1MA 113,2 !MA 140.0 1132 140.0 1MA sm mm4 Prom PRMUO' W. 88.45 410.9 i40A 8680 140,0 140.0 8088 iM.9 id{LO 8995 1958 140.0 MCD ON 21 �• 83.18 19&9 140A 88.1ro 140.0 140.0 04.38 1M.0 140A tCL� 1238 f40A 14 47.40 84.80 f40A 7080 1400 140A T3A8 110.0 140,0 73.48 110.1 1MA CAAllOt9 SPAt1 �' 8870 I3{8 7988 140.0 140.0 07,80 136.8 1MA 87.88 1019 1368 47' 88.35 140A 1MA 140,0 l40A 149A 183,8 1400 140.0 1400 1MA 1MA TRIBIRARr WH (0) - 37' 1Y,80 140.0 1400 117.2 110A t4QA 1143 140A 1400 1123 tMA IMA a �• 86.E it18 iMA 8038 140A 140,0 8889 140.0 140A 80� 128A 140.0 HORIZONTAL MW Bp 81' 44.70 88,48 1S{.t 74.E 140.0 1400 t� 1308 140A X28 1039 13&8 Fa2i ANM CM O 8g 40.&9 8139 1219 85.70 131.4 140A 8288 1289 t49A 0298 8648 128.9 DESCRIMON OF �3 W 44 74• 38,28 7280 100.7 888D 1172 1400 68.18 1123 t40A 88.18 8428 1123 ANCHORS PER TYPE ON SKMr 2 OF 21 1L 8p• 3380 8796 19D8 8k28 108.4 140A 6195 103.9 TMA 61.E 77.80 1039 (&CYANO. 27' Jr' 8738 03.78 110.0 ta7A 1400 iMA 1109 103A 140.0 140A 140.0 140A 1353 x.76 149A 1400 140A 4400 181.3 88.75 1400 110.0 110.0 140.0 FOR ANt816R CUPB e86LmN ams QLAM RAOIk7 W �• 48.18 !!8� 1400 79.18 140.0 t4DA 7&10 IMA 1MA 78.10 1142 140.0 SEE OEIA05 3 AND 4 CH � ON ow 2 q 21 8p' 3930 78.E 1179 03.65 127.1 1400 M90 1218 149A W.80 9136 121.8 88' 3838 718D 1072 67.78 118x6 140.9 SM 1l6] iMA 103.38 83AJ 110.7 TPI Wl 7P 3186 03.78 98.&9 5180 103.0 139.1 4938 19.75 1MA M38 74A8 9&78 M' x.45 8898 86.49 4765 9830 128.7 45.E 11[37 137A M.65 08.8 8{.98 7111811" Y&DTH � - Wt pt2 27' 80.48 140.0 M0.0 iJDA 1�0 110.0 1268 140. 7107831 2 i.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN ANO/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THiS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. �r+ NM ' 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS w 2-tt-ta DETAILS ON SHEET 2 OF 21.amm,Bre \ Ravtdmi 9RA11aY0 N9. 4.ppttOs8tlnca�etilylgBtvfOtltf4r - 7M I D rw ,161 co n Hoar _ -• 2 26 -fes FRANCISCO HERNANDEZ M2011 4dmm11m PewiaM. atrot l FLORIDA PE # 51393 SHEET By 4 OF 21 �N.9 IACATEO 9N Al 9ffEW 7 AW 8 �' 21 A2 MEET 9 � 21 A3 SIfffJB 10 Al 11 OF 21 Bt f00ET 14 QF 41 ea t4fffT t3 � of 9J tam is um 14 � at Cf SHEff 18 � a1 C2 tAffEf 18 OF 21 99 s1reEr v 9F a1 D2 >;HIt? t0 OF at W ZalEfl' 18 OF 21 D/ ?iER� 18 � 21 �� 4 1MA 1248 14QA 140.0 J7' 8&70 117.4 140A 8485 110.0 1M.0 909D 1400 1MA l�9D 1MA 1409 48• 46,Zb � 138.7 73.10 14QA 140A 7090 iM.O 140A 7019 1MA 1MA 80• 3820 i4.M 108.8 88.60 117.0 140.0 88.08 iffit 1MA t 1121 1400 06• 5280 116.80 80.70 63.10 1983 140A 110.88 1019 140A 80.88 1919 1MA 74' 2939 80.70 t 47A0 9488 128.1 48.48 9090 136.4 40.48 90.80 138,4 p 27.18 86M 81.45 4395 87.76 {18.4 42A5 x.10 12&1 M1.� 84.19 1261 27• �� 07,E IJ8.1 14DA 1092 140A 140.0 1980 140A tMA 104.0 140A 1MA 3T 49.90 l3:M IMA 7930 i40A 140A 7838 1MA 1400 9&3,9 1148 IMA q' 3890 78.00 t14A 81.M 122.8 IMA 8088 U7.7 140,0 88,86 t� 117,7 6p Bg' 30M p80 81.20 49.10 1327 47.10 9420 140A 47.10 70.86 8621 27.60 &►� 8298 4489 X35 140.6 4200 18.x01 148.4 42.80 04.20 86.M J4' 2489 49.30 7398 �8S 78.70 1079 36.16 7835 1148 38.18 87.28 7836 BO' 22.60 4880 08.40 3885 7330 9x80 3530 ml� 108.9 3830 8280 �N.9 IACATEO 9N Al 9ffEW 7 AW 8 �' 21 A2 MEET 9 � 21 A3 SIfffJB 10 Al 11 OF 21 Bt f00ET 14 QF 41 ea t4fffT t3 � of 9J tam is um 14 � at Cf SHEff 18 � a1 C2 tAffEf 18 OF 21 99 s1reEr v 9F a1 D2 >;HIt? t0 OF at W ZalEfl' 18 OF 21 D/ ?iER� 18 � 21 �� DESdPiION OF ATTitiCH1E14T A TRCIIOi 1' BY 800D BU9f 089 C1WNafE7E IdA�9lY 92 1T0� 5UB9TRAE 0 090 CdtCR6'E ta{BSfl6OE C flQ0 IRIAI. SiFBS18AE 9 000 iiFlq. 9UBStWitE (PALO iD tl ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLEA3 t0 SEE OEM 91,10 f MULLON ^ �I Tm1tA16r W" (6) - > HORWAL NU 1TNC ANCIOI CIPS MM M= UDAD - PF WISIS 7 AND 8 OF 21 A2 EURS NO= DESA LOAD - PSF t91Mt0609ttOF21 MMM CROSS REFERENCE TABLE (RECTANGULAR MULLIONS)FOR ARM WE A Ag3{OR TYPE O AC♦2i08 TYPE C .21@19059 Ct AV =11PE A A18LI0.1 TYPE 9 A TYPE 0 TARK (i) 19w 17 OF 2t 02 12w18w21 03 sw18w21 04 SMEs 18 W 21 gm W SIM 00NFl 0 080 C 1tL0.TE SMWff 3 ANC 4 0 CMOWd191998WE 2r w 1246 1404 140.0 140,0 140.0 1404 2r 04AS 128.7 138.5 1404 140.0 3r UN 132.1 1404 t40A 1354 140.0 3r 08M1 12A8 99.60 13th 1404 4r srw lora 10.27 1400 1�1 1400 48' 4780 naD 76.20 1058 F17.70 110..2 or S&M 61.49 87.78 1154 WO 126.1 60• 3x00 WA 61.40 9280 99.30 W 4938 74608 7938 1073 X46 114.7 or 34.E 61.60 55.E 78.40 MU v 4440 8848 71.18 9848 8820 182.3 7r 48.20 49.60 67.28 71M T4• 4070 81.10 WM 88BR 6306 94[4 7r 2580 4278 4LOD 6220 4418 6820 2r w 1128 14W 140.0 140,0 140.0 140.0 2r 10• 60.48 120.8 130,0 14060 124.6 1404 3r 8218 1233 1328 MA 127.3 140.0 3r 8570 SW 940 12111 90.90 1354 48' ' 11560 1024 138.2 08.10 1404 48• 4528 8786 7310 9570 70.10 1051 80• Wa3 70A0 81.90 110.6 7880 117.7 4O' 38.20 84.30 aw 78.80 6840 84.11 W 48A0 89.10 74.48 IM5 7135 107A 66' 321,0 4938 S&IS 7180 SW 78A 7r 4140 OIA RIO SW 038 9548 7r 20.36 44600 47.60 06.00 14045 650 74 - SW 8770 81.44 WA 8888 WA Tr 27.18 40.70 43.85 89.20 1420 8590 2r o, IOU 1404 140.0 140.0 14U 14110 2r 132' 7880 1182 124.1 1404 1189 140.0 37 77608 118.2 124h 14MO 119.3 1404 3r 6840 84600 90.0 1222 ROD 130.2 48' 5940 ILIO 9840 198 8760D 1380 18` 4320 B4i3O 88.8 9428 0.0 1003 w 47AD 7145 78x0 103.8 73.70 110A Or 34x8 51.80 8686 78.40 WA 6028 68' an 84.0 0980 9425 090 1603 or 31.40 47.10 1,0.76 88.8 4&68 "AD 74' 3838 07.75 8225 960 59AS 89.50 74• 28.00 4260 4828 81.10 WO 6510 71r 3560 15145 1 87.80 77.75 13.70 am 74• 2590 3588 41x6 SM 40.18 SW 2r Ior RM 14M 1 1404 1404 140.0 110.0 2r tW 73.46 110.1 1157 14U 1133 1404 37' 7250 IOU 117.2 t40.0 112.3 140 37• 83x0 M40 86.80 116.9 am 124.5 48' 8590 83AS K35 1219 SM 12U 48' 4130 8198 68.78 SMIO 64.00 1UW 0' 44.70 67A 7= 97.55 69,25 1039 60' 33AS 4988 83.40 72.10 81.20 7880 or 40.0 MOB WA 88.70 MA 94.48 88' 3W 4540 48x8 KW 4683 69A 7r 3828 5635 58.19 79.10 as 84.28 T4' 28.80 40,20 4330 88.46 4180 V.0 74' 3380 8030 8470 7315 8198 7160 T4' 24.78 37.18 40A KW 3540 87.60 2r t0'420 93.28 14U 1704 14U t43.3 1404 2r 1tr 7.248 185A 113.7 183.0 4094 1404 3r MIS 1027 11.27 14DA 1080 140.0 3r 5135 7745 63.00 112.0 79.55 1193 48•82.70 79.20 8530 1152 81.70 122A 48' 39.60 89.40 84.60 88.40 61.60 WAD W 8355 8&26 9215 6542 98.10 W 31.8 47.80 8120 69.10 OX 73.W f9• 7r WA 57.W 6206 83.78 we am 66' 30 4320 48x8 52W 4M S W 34.20 81.38 8638 7430 8348 79$8 7r �.W 3880 4180 86.00 5278 am 7i 31.0 47.80 5120 baa 73.00 W 2578 35.80 38.40 WAD 366 88.20 t0 SEE OEM 91,10 f MULLON ^ �I Tm1tA16r W" (6) - > HORWAL NU 1TNC ANCIOI CIPS FOR 94M CLIPS WISIS 7 AND 8 OF 21 A2 EURS ANCHOR DETAILS t91Mt0609ttOF21 A 2 ON CROSS REFERENCE TABLE (RECTANGULAR MULLIONS)FOR SM SIM mm ON SIM 2 OF 21 :2 83 t=2 Ct Wom (IN ON 91EET 2 OF 211 Nr 8 QAZrA tit t0 SEE OEM 91,10 f MULLON ^ �I Tm1tA16r W" (6) - > HORWAL NU 1TNC ANCIOI CIPS Al WISIS 7 AND 8 OF 21 A2 SIM 9 OF 21 13 t91Mt0609ttOF21 81 91EE112 OF 21 W SSW UOr21 83 SON 13 AVO 14 OF 21 Ct 9017 18 OF 21 C2 9Kl7 18 w 21 03 19w 17 OF 2t 02 12w18w21 03 sw18w21 04 SMEs 18 W 21 t0 SEE OEM 91,10 f MULLON ^ �I Tm1tA16r W" (6) - > HORWAL NU NOTES: 1TNC ANCIOI CIPS DESCRIPTION OF MEQ OF SPAN AND/OR TRIBUTARY VADTH TO ANCHORS PER TYPE ON SIM 2 OF 21 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON YF t 1�C SHEET 2 OF 21. 0MCF 0fi CIF ATiAf gM 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. m 4<ppmvedaaeam Oboe Ff.". III , Date ' ''i ` A Tom 1' BY 44000 BUCK m 001iQ01E, FON AX= CLIPS uAsm CRWool) 9IBSTm SEE am P"m PROIW 0 080 C 1tL0.TE SMWff 3 ANC 4 0 CMOWd191998WE D 93[0 AM 91118RQE (w=+ TO ww" I 7n 18L I NOTES: T"11f X WM (W) o Wt 12 ya 1.- INTERPOLATE FOR INTERMEDIATE VALUES MR= muwm4 OF SPAN AND/OR TRIBUTARY VADTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS DETAILS ON SHEET 2 OF 21. j 4<ppmvedaaeam Oboe Ff.". III , Date ' ''i ` 2- 26 •F3 FT4ANtXSCO HERNANDEZ FLORN7A PE # 51393 P1u Clam IO U W1a 2-11-13 soma um owen Ift M2011 SHEET 5 OF 21 ?4ULL ON AND ANCIE OR 08SION LOADS (fi ILLDM AND ANCHo.1 GAPALCDT.IW FOR ROUND NULL10m TABIA 11 A Ia01M 10M LO - P8F k3R210R DOW iM - PSF sumas own mum m"I wK 8 mm a1 TrisF 0 40791 N 27• 1M 39° 81' 3 1/1'ef X a(w tft t 4"� % 0,120 14041 m 14(10 E40406145 6 OLD 80 140.0 '- 190.0 q�j tronas 9600 4$4 140.0 37° 118,11 140.0 140.0 14140 W4 149.0 710.0 140 0 80.111 140,0 1tISI 140.0 012 143,2 4414 140.0 w 7$11 1409 89X5 IVA 5094 1;--Od 1440 08° t I$ D @ 139,5 1400 Ti 811,91 110.0 RMCI103 4 73.E 78,48 1`10.1 1I40.0 wIr° 27' 8491 10814 ` ma 84.'O $$?a 67A u 1.9 03.70 1450 1409 1400 1444 140.0 14110 4398 144.) 37" 88.88 1344 1172 144 0 112.3 1125 100 M0.0 48' 4= tfld'1.T 121.0 80 6° 123.0 14DO 80' 42.49 EO80 , 7228 07.95 89.26 no 10140 tas ee° 34.90 79.40 OW 8pA5 UN 5448 t2V 74' - 87,34 MA 70.1) K10 44.14 "24 )1?.3 Qro" 27° :1.40 82.V 14U 6930 115.0 73.19 144.0) 61.93 1354 61 s 14.00 77 SO 1440 103.0 145.0 37' 4288 10410 =A 13.01 mm 141140 I41t0 14D9 46' 4478 80.18 711" 107.! 74,10 t40.0 11-e2 1400 p3• X80 611,15- 8385 awl %to MIA 51.93 121.0 w - IP 30 4778 7"1 95.39 Itu S&V i10.e 74° - w4ft 41.E Ow 44.3.8 911,75 74,16 eam w 48.10 47AS NX 04 81 S 88+65 01,35 2; 81.E t20.8 W 149.E 129.8 w 14C11 140.4 87' 44,70 8016 8484 1291 5090 140.0 13e4 140AI 48' 3ie44 8780 7340 NX 70.10 1100 101,1 149.0 89' - 44.34 8S$D 98.96 NZ 115.1 89.0 112.1 ats I4 7280 8D219 101.0 79.4 101.9 74° - 4440 47.40 64.00 45.46 80.80 x.10 %" 27' 48.79 4.186 4828 4248 1114.10 83k6 38131 81.E IOU 1914 108.8 1409 146) 8&.10 lab 74a 1078 RA 140,0 114.9 1409 48° 74' - 4M 81.40 am OW 117.7 80.14) 117.7 FNS° - 58.70 45,24 47.1-0 84,20 IMI 8441 88 - 33A 44.86 %M 42,E 85,60 84.211 81668 74' - - 39.E no 38.16 no 87271 M35 8D° - - 3886 48.79 359Lt 70.65 &.M 70.88 ANCHORDETAILS CRM 1OMENCE TA= (NOUNDMULCK3WS) 7111807.0144' V IDFH ABIU A1U40JUtd DESCRtMON DF ANCHORS PER T VP R (80UND MuLLX WS) ddOM 7111: NSCM OF AP1�F08w J0st6A� C WOIa " IV!] prom I.- INTERPOLATE FOR INTERMEDIATE VALUES vF SPAN AND/OR TRIBUTARY WIDTH TO LETEFOAINE DESIGN LOAD (M)LUON AND ANCIIOR CAPACITIES). SEE DETAILS OF ROUND MULLIONS ON HEM 18. 20 AND 2! 9F 2.1 ROUND MULLIONS SHALL ®E ORIENTED VERTPCALLY ONLY. 9.- SEE MULLION CROIIS SECTIONS ON SHEET 2 OF 21, 5.- SEE ANCHOR SLEEIE DEWLS, SECTIONS ASND L)CATIONS ON SI4EU t OF 2t. aamansF4yktOt�ltbv e1:0n� B9 '�P'P: -za• p11ewl �� dv�sdt�i Pjbe� J 14.424"a-tlb F1Eb84089C0 HE FLORIDA PE 81393 romoo*u-site oaawa » 5ta1� W2011 SHEET 8OF21 ANCHOR CONFIGURATION TYPE Al FOR 1' X 2" OR 1' X 3" MULIIONIS NUMBER OF ANCHORS PER END = 2 { WITH VI MULLION CLIP SUBSTRATE 1' BY WOOD BUCK OVER CONCRETE / MASONRY CL ALUM >n idULUON t2IP 2° fXt 3° INT FlDVI MULLION R LIP �1 AM VI i _ _ '�` p �' F2 8,8° INT LENGTH FOR mt 1745 W. avd Plan MULLION CLIP t I t° X 3° X 1/8' MULLION. HMbA. Baa =12 1' BY wow BUM BY OTHERS tea SHALL BE PROPERLY ANCHORED 1n 1 I I A TO TRANSLOADS 70 THE STRUCTURE Atm r— -' ----i � TRANSFER I= hN SHALL BE BUILDiNIG OIFICIAL —`"---- VIBE MUWON APPROVED BY !L PRIOR TO MULLION iNSTAIIATION U 11 BY WOOD mw BY OTHERS ALUM, TUBE MULLIONLI Ii IT SHALL PROPERLY ANOHOiiED TO TRANSFER I= TD THE STRUCTURE AND i° x 2' x 1/8' U $HALL BE APPROVED BY BUIOG OFROAL t° x 3" x 1/8' - PRIDR TO MULLION 9r5fAUATION TOP VIEW � a I I•• a ° 6 ° II � A e 8 U Or ---i/4° iTW BUU.DEX TAIVON . • 1/4" 17W BUAW TAPCON THROUGH 1" BY WOW BUCK 1 3/4° MIN. EMBEDJAENT QiTO E.O. 13iw 1 3/r?i 11 BY EWOODMBEDMENT 1 3/4" Mat. EMBEDTIENT INROCONM z Q 3„ � 2 1/2' AN. 0 NOTU CGWIGURATION TYPE Al AS SHOWN IS VALID FOR MIN. (1) PFRR LEG E MU (1)0 � L MUIMO (S 1' X 2' X 1/8" AND 1' X 3' X 1/8°. SIDE VIEW A SIDE VIEW 8 IN MOM DESIGN LOAM SEE TABLE # 2 ON SHEET 4 OF 21, ANCHOR CONFIGURATION TYPE Al 2' OR 3' 2" X 4' x t{//�8,"� „A,L,�UM. ANGLE FOR 1' X 2° OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH 2° X 2' X 1/e° ANGLES SUBSTRATE: t" BY Wow i ucK OVER CONCRETE / MASONRY /8' b/8 1 Sr�j , UNM FOR 1° X 2' X i/8' MULIIONL �_t tt 2 5/8' INT LENGTH! FOR 1° X 3' X i/8° MULLION. #14 S.M.S. — 1+ ALUM. ANGLI:/8. — 1 (2) 1' BY WOOD BUCKS BY O1TWOW —ir X S.M.S. ® 9 sum OTHERS �ANCHOREO 2' X 2° X 1/8' _ _ SHALL BE PROPERLY ANC1OM I i TO TTiANISFER LDAP TO THE STRUCTURE A. O (2) FA ANtAE p O SHALL PROPERLY ALUM. AWE � ALUM lUl� M<2 LION AND SHALL BE APPROVED BY MUM 1/2" MWK TO TRANSFER LOADS TO THE 51RUCilI2E AND BE APPROVED BY BUILDWG CFFOL (2)i A A M E I OFFO& PRIOR TO MUUM IRSTN IATWN �A PRIOR TO MULLION NUAUATM `A ui 11 iI s s ,A ile• p �. ALUM. TUBE MULLIONILS--- ^-- I 1' X 2" x t/$" i° X 3" x 1/8" E.D. THROUGH 1�'I WOOD Bum 1 3/4' MDL EMBEDMENi'INTO tram y^ NM d ° 2 t/2° MIN. = E/ D ° sim, ; +� It RW BLQL= _ �`TTHROW (i) PER ANGLE _f : i I* BY WOOD BUPA( TOP VIEW 3' 1 3/4" MIA!. EMBEDMENT WTO SSE VIEW B RUN -L — Rte: (1)CONclo PER ANGLE,y�uov°e°s t y�gail>,aw SIDE VIEW A u��e`tr r z•46•�� FRANCISCOHERNANDEZ M2011 NOTE ANCHOR CONFKtURATWN TYPE Al AS SHOWN IS VALID FOR AO �•'r% FLORIDA PE @ 51393 SHEET MULLIONS 1' X 2" x 1/8" AND i' X 3' X 1/8'. FOR MOM OEM LOADS SEE TABLE 12 ON SHEET 4 OF 21. ANCHOR COMPIGURATIO I TYPE Al FOR 1' X 2" OR 1" X u" MM LIONS NIUMER OF WIAORS F ER EMD - 2 WITH V1 MULLION CUP SUS 7PAT a 2" BY WOWS DUCK CR WOODEN STRUCYURE IV B r -CL AIV1 MWAM CUP 1" ALUML VI -{°}- NULUON G4 V' a - 2" 8Y WOOD IWOK OR 9I1 XV STRUCTURE IBy A _ Att>51. TUM MUM hN BE end A1d TO TVfillSipND LI= @APO b'kY? BY GLiW 51" W1 �AND dFF AI MM Tum 1ALUION- i� PRIOR TG MilaalDnl INSTAli4T[OAt 11xrx1f8°p+J litMAX 1" x 3" x I/a' I1 U3I i I TOP MW /8 6S1Nd. (t) PER LEO NOT£: 400 CONIFIBU14MM TYPE Al AS SSW 5 MAdID FOR ABAM I° X 2" x Ilir AND 1" X 5' A 1f1'. SIDE VIEW A FOR ANCI{OR MIN I.G= SEE TAM 12 ON WO 4 OF 21.. ANCH(IE COMIGURAT1 'bld TYPE Al FOR 1' X 2" OR 1" X 3' MULUCiPiS NUMBER OF ANCHORS PER END - 2 'Ia rH 2" X 2" 1/8" ANGLES SUBSTRATE: :'.' BY WOOD 13Ud K OR WOODEN STRUCTURE 2' X 2" X 1/8' 8 AM Awl 114 $ �II 2° w MOD ma OR 'DOODM (2) EA, AME I STId= 4iE By OTF 12 I£4%, I. 31: PROPF y ZMED ALuk TUB��E��M LUW TO WRISTANO LOW ip MBY MAM(2) EA4 mOL d= VAL I 8Y BUWRE NO QF I. Ppm TO 691R,UM ER !� INkSTALLMON k BWM E1 AWN 13/1' MSL EM�EDIT NTT (1) PER ANGLE SIDE VEW A SIDE VIEW B SLURS! VI YIRJJON CLIP IW5 aW. IBMFOR 61 W. R I°x3'x i/B"Nd11.t 21 BY WOW SIM OR WOMEA Way= MI. BE PROPERLY 1 T) VIIiTRLiQ&f LOADS WPM SY GU90 PROD11B15 TO THE STRUCTM MD PSOLL BE OLL TO SO OFFICIAL 1144" n Sam TAPC 1 3/e" LUPI, ETdKW Ixm WOOD (1) PER LEG ➢'Y .IBM MR 2 5f1" W. LENM m 1' x Y x t f r MSU J. z DY WOOD on Oft wOOOEN STRUCTURE 91 WHIM ■1 U SIMLL BE PRMM&Y AM1CIIO1?£i T[ DftFFSTAND LOAM b OBB 3Y QAZM I'IIQD11CT5 TO TTS $7 TUBE WD %lAll � APPROVED 6tI ,,,.OFfiCML 1 PF MR TO MRR.L�N IRSKIATx1R. � 1 f 1" Rw B ILM TTtl�"AK 1 .1/9' MIL amen PdTO 1bIxR1 (11, PER ANt;iE SIDE VIEW B Mao 9 eso'?P�i}9W�bYiifl i9D ` M201 naro'n , ,xg.,a FRANCISCO t E:BtMEZ NOTE; AVM 0NF1 R)TTON TYPE At AS SIMA IS 1AUD FOR FLMDA PE 6138.3 SHEET MUMS xL1£X1OFOR MOOR DESKNtd S#2N SHEET 4 OF 21. ®y � r` % s x�*°''f 8 OF 21 Y 114 S.MI.S. -- $ (2) EA, ARMS CL -1 2L °— Nju AWG i pA ALUML WE @Fd1.LPJN-# 1"x2"x IN B" 1' x 3" x IN ANCH(IE COMIGURAT1 'bld TYPE Al FOR 1' X 2" OR 1" X 3' MULUCiPiS NUMBER OF ANCHORS PER END - 2 'Ia rH 2" X 2" 1/8" ANGLES SUBSTRATE: :'.' BY WOOD 13Ud K OR WOODEN STRUCTURE 2' X 2" X 1/8' 8 AM Awl 114 $ �II 2° w MOD ma OR 'DOODM (2) EA, AME I STId= 4iE By OTF 12 I£4%, I. 31: PROPF y ZMED ALuk TUB��E��M LUW TO WRISTANO LOW ip MBY MAM(2) EA4 mOL d= VAL I 8Y BUWRE NO QF I. Ppm TO 691R,UM ER !� INkSTALLMON k BWM E1 AWN 13/1' MSL EM�EDIT NTT (1) PER ANGLE SIDE VEW A SIDE VIEW B SLURS! VI YIRJJON CLIP IW5 aW. IBMFOR 61 W. R I°x3'x i/B"Nd11.t 21 BY WOW SIM OR WOMEA Way= MI. BE PROPERLY 1 T) VIIiTRLiQ&f LOADS WPM SY GU90 PROD11B15 TO THE STRUCTM MD PSOLL BE OLL TO SO OFFICIAL 1144" n Sam TAPC 1 3/e" LUPI, ETdKW Ixm WOOD (1) PER LEG ➢'Y .IBM MR 2 5f1" W. LENM m 1' x Y x t f r MSU J. z DY WOOD on Oft wOOOEN STRUCTURE 91 WHIM ■1 U SIMLL BE PRMM&Y AM1CIIO1?£i T[ DftFFSTAND LOAM b OBB 3Y QAZM I'IIQD11CT5 TO TTS $7 TUBE WD %lAll � APPROVED 6tI ,,,.OFfiCML 1 PF MR TO MRR.L�N IRSKIATx1R. � 1 f 1" Rw B ILM TTtl�"AK 1 .1/9' MIL amen PdTO 1bIxR1 (11, PER ANt;iE SIDE VIEW B Mao 9 eso'?P�i}9W�bYiifl i9D ` M201 naro'n , ,xg.,a FRANCISCO t E:BtMEZ NOTE; AVM 0NF1 R)TTON TYPE At AS SIMA IS 1AUD FOR FLMDA PE 6138.3 SHEET MUMS xL1£X1OFOR MOOR DESKNtd S#2N SHEET 4 OF 21. ®y � r` % s x�*°''f 8 OF 21 ANCHOR CONFIGURATION TYPE A2 BFOR 1" X 4" OR 2° X 4" MULUONS NUMBER OF ANCHORS PER END A 4 WITH 2° X 5° X 1/8' ALUM. ARMES SUBSTRATE: 1° BY WOOD BUCK OYER CONCRETE / MASONRY 2° X 5° X 1j8" ALUM. ANGLE 2° X 5" X 1/8°ALUM. osunwvmdm ANGLE --- 3 518° INT. LENGTH FOR OR 2° g�g 4° X 1° X 1j8' MULIDN1' 3 315° INT. LENGTH FOR ALUM TUBE MULL�M I t-�. 2° X 6° X 1/8°1 x 4° x 1 ALULL AIx i r X 1° X i/4' MUUION 1" x 4' x 1� -- ALUM. TUB MULLION X14 3 5/8° INT. LENGTH FOR (2) EA ANGLE 2" x 4' x 1j8° 1° X 4p X 1/8° c4 9 x 4 x T 4° /14 �• -___—� 4° X 2" % ije' MUAt N 1740 tt: Ud P7au rt ft =12 A I 2° x 4° x 1/8° (2) EA ANGLE 1 2' Mal— It i' BY WOOD BtK2(S BY TONERS MUST BE PROPERLY ANOMI) s>n( s):rti e-at+s TO TRANSFER LOW TO THE STRUCTURE --- a �: "• iia : e ° u " s N i p , ape sp + •SHALL BE APPROVED BY BILLDING OFFICIAL �a s PRIOR TO MULLION INSTALLATION v e U. • n ° L-1/4° ITW BWM TAPCON U 1° 8Y WOOD BUCKS BY OTHERS. SHALL BE PROPERLY ANCHORED THROUGH 1" By WOOD Bm 22 1/2' 6itN68tV 1/4 BW B1LLOEI( TAPCON ---- W TRANSFER LOADS TO THE MMM AND 1 3/4° MR EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFU2A1. CUREIE/MASM - �° THROUGLI t° BY WOOD BUCK 1 314° MW. EMBEDWK.IRM i/2' i/2 PIAT TO MtL.UON INSTALLATION (2) PER MOE 1/ SIDE VIEW A SIDE VIEW B (2) PER ANGLE a TOP VIEWNOTE' 0 ANOHOR AS SAND VALIDX4 LLIMII OMs i�N X 4° %� /8- 1 X 44- XX 1 14° X 1%8° FOR ANOW DESIGN LOADh SEE TABLES # 2 AND 0 3 ON SIMS 4 AM 5 OF 21. ANCHOR CONFIGURATION TYPE A2 FOR 1" X 4' OR 2' X 4" MUL.UONS NUMBER OF ANCHORS PER END = 4 4° 2° X 5° X 1/8° ALUM. ANGLE B WITH 2° X 5' X 1/8' ALUM. ANGLES SUBSTRATE: 2° BY WOOD BUCK OR WOODEN STRUCTURE 5/8"vii3 5/8` W. LENGTH FOR 2- X 5- X lj --- 'r x i. x I/e WJLLO ALUM MOLE/lr 3 3/D° INT. UWH FOR /14 SMS. LUM T°UtiE MULUON = i' OR 2° ° ° "1, 4° X 1° X 114' mum _---� (2) FA AN 3 5/8° INT. LENGTH FOR 1 x 4. 1/B° t-+ 2 X 5 X i/$* 1" X 4` X 1/4° -- ALUM, ANGLE 4° X 2° X 1j8° MU.LION ALU[ad Tt 2" x 4° x 1/NY 1° x 4° 2 1 11 22° MAX. `- 2' BY GLICK OR WOODEN STRUCTURE - ` A 1' x 4' x 1/4" ANGLE 0 1 By OTHERS. 2` x 4' x 1/ti (2� _ MUST PROPERLY ANCHM TO WITHSTAND LOADS IMPOSED By GLAZING E.D. --- a u n1' PRODOCTS TO THE StRUCTURE MIN. SHALL BE APPROVED BY MM OFM14L '1- PRIOR TO MIJUM INSEMLATION M 1/4° RW OUR=IAPC�t ITW BU_ TAPCON 3/8' 1jPER FOMENT INTO WOOD - 2' BY WOOD BUCK OR WOODEN STRtICW 1 MIN. EMBEDMENT SIDE VIEW B (2) NM BY OTHERS. WMRED �� P MIALL BE PROPERLY o2- t-13 oft44 1 40 e t 1 e I/f TO WRH IMPOSED BY GLAZING St1AU�. I� AP�PR IFTI UIDAFFM TOP ViEW PRIOR TO MULLION INSTAW1110N NOTE AIRI}i0R CO�VF jAIION TYPE A2 AS SIO N IS W1LIg POR SSE VAN a approredrq� gwGbtlx 1Lo�n"awr�iiddnn FRANCISCO HER��O�EZ otam N0. ��01 1 MULLIONS 1 X 4 X 1/8'. i X 4° X 1/4° ANO 2 X 4' X 1//0g'. FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND 3 , FLORIDA PE / 51393 SHEET # 0 ON SHEETS 4 AND 5 OF 21. HIAMHMOM MIAMIADADE COUNTY FLORIDA MMEW PRODUCT CONTROL SECTION 0ZPA1rrMW,r OV MMMI-`!7MC,ENYMOINMENT, Aid DrMLATORR S45 SM 26,Strwt, Room, 20 AFFAIRS MIRRA) M-1ni. Florida 33 1?5--2474 -NOTICE OFACCEPTANCE (NqA) VLvr4wJAM1dad r ES WindowS, LLX 1531'., Quaybridge Ci. Mlmi, FL 33138 ifs llhr-i INK)Fs is being issued under ffie aMlivable mtes and regulafikuls. gavemirg fixe ,-r vs.UNk ftuftrials. The docutnentation submitted has been reviewed and newpted by Miumf-Dado- Gowit y Product' Control Section to be used irk Mami-Dade County and other areas where allowed by the Authority Having Juri.-Aiction GAM). This NOA *dH not be valid af ter -the wxTiration date it ted below. The County Product Control -SeC-fiep- (In M12MI-MAP CCntnftA * rUnr Ad- A 14T f;t% armee M, +..-n Mairi-Dade Cnantyl rewnre the ripht to have this product tr ttrdtwial tmtcd for quality ammmee Mpos . if this proda-a fF tE; perform in the accepted mannor, the manufacturer will incur the expense of such and the AHJ may immediaidy revoke, maditY, or suspend the use of suah product or material within their jurisdiction. PERA reserves the right to revoke this weeltance, if it 14 de.ftnined by County Wooduct Ccq*nl Falilz; to werA the requirements of the applicable building code. '!'itis oroduat is approved as da"hed hemin, send his batt desiwd to canply With tl---. pkrid! B!,41A'mg Ced�, meAwdfilg the High vc,.M-Ity DYSCREMOW: Swim "1500 Aluminum Fixed Window - L. M. an APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series -1500 Aluminum Fixed Window (LMM.1_)", thoet!z I through 7 of 7, prepared by AI -F=" Corporations, dawd 0'7,31/03 1/03 with revision "E, dated UM 1, SigovA and; Icd by Javad Ahmad, P. H., bearing tho Miami -Dade County Product Control Kev;!4'm vy, ftlAtAhetr onr; tH�. MRAWNIN IMPAY-W P AA'IN�fl.bAt-11- LABFJMG: Each unit shall bow a permanent label with the manufhotmes name or logo, city, owe model/ series and following statement: "Miatni-Wde Cli_mnfy Prodtxg Control Approved' ualess othomise KENKWAL. &hall be cmi6red -after a aapphodtiun has beta fited mui rise has been no 0hange in the applicable building code nqqafivaly affbailig the performamm of this produiq. TFAMINATION of this NOA will occur after the wipirution date or if there has been a revision or change in the ma"isle, 96v, andlir manufacture of the prndtict or proem. House of this NOA as an endars-ement of any product, for sa1o&,.,.%dver6s1T1gcar any other parpoaes shall automatically teratinate this NOA. Failure it, com Ov vdtfi an -v A NOA 0jivul bi, C�R7 31K.Elarn anu a Tlht 7, )A nwnbcr preWdod by Ihe words Miajr,,i--Vadc County, Florida, arid followed by the expiration date inav he dt*qnlaved in -h A dispNyed, then it shall be done in its entirety. INSFW710N. A v#: py of this entire NOA shall be provided to 0-tv user by the manufacturer or its distributors and shall bt-, available for filvecticn at tile job site at the request of the Buildiirg Offluial. ll%L:- ht^,A 940 ahAl"T 0,- -,. , - - PA.. - . . . I - 11 I L110 1".0XIL VW--V'VA f.VV Of Mlib Vb K - =;." 4)pruval document numlioned above. ab� Won NOA No. 1" L fll IMM ft, APPro'VAI Date; May 17,2012 rage 2 AIN, 3fla9v% PLO-TICE OR _ACCRPTA LCR.-_ , ED A. TRAWEN-t,--�s NUA's Be. Is 08-"I7.060 t3 0S Md 63-4910.01) 2. Drawing No. W03-57, titled "Series1 500 Aluminum Fixed Window (L.M.I.r, sheets I through 7 of 7, pmpamd by Al-Farooq Corporations, dated 07/31/03 with Tomon I%r dated and se-AM-byk-,�4 Ahmaf!. P� E. Tk-Z1. T TOM TOPOM On: i) Air InLtralion'fest, per FBC, TAS 202-94 2) Uniform Static Air Pressure Ting per FBC TAS 202-94 3) Lenge Mj.",'Je Tmpact Test .per rpC 4) Cyr -lin Wind 0,- 3918'__id11 Im% 'ITS. 4 . X el I windon.r. Drevared bv Fenestraiion Te!?.'.,ino TnhnrAt^ry nn. TPaiuw,."e,-*V 7, 9 - — --r — 5339, dated 62/11/08-, s*cd and sealed by Michael R. Weml, P. E. — �. Aj— (Submftd widerpmioto NOA No. 09-0417.06) 2. Test rqvms on: 1 . Air Infiltration Test, per IMC, TAS 202 -94 kirpr , AS Load vv �; izur J.-i'os MM TV puTr Air 1 2-94 L-u6r,1VJL12RA1V,11nPML JOSEPCE 14bC, jA6%,j:Zj)j4 Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with markcd-W drawings and inswIlationdiWv- of an Aluminum fixed window, MPRred by TeRting Laboratior.,- mc., Tt-o Ropfy-t No. FTL- Ed- P F stud rev A, -R -M Na f -h6-0309.05) Test repoits on: 1) Air Infiltyafion Test, per FBC, TAS 20294 2) Unfforin Static Air Press= Test, Loading per FBC TAS 202-94 3) Waier Resi,,Rt=,ce Te. -A., per mc, TAR 20294 4T,arge 1�jssjje T-acC, Tiill:` i0l, '11 ,t 1, 7�, per P A Q 2 alanc, with ;.ask=" VL au F&Ag4AUULUUj, BMW window, pmwred by Fengstation Testing Laboratory, Inc.. Test Repofts No.'s VrL- 3810, FTL-3919 and FTL-3ftk dated 05/16/03. 06/09/03 and. 05/14/03, all signed and staled by Joseph C.. (-I=, p. & (s* kaiflt' CALCULATIONS Anowr veftfication calculations and structural analysis, complying with FBC 201®, WqmW by AI --F arooq Corporation, dated 12/12111, signed and sealed by Javad Ahmad, P. E. 2. Gbzlap lies wi*h ART H F 11004 Product Control Section Supervisor NOA No.12 AJ as DALO.- IMOVOMWY 06, M13 tvindows iLc MATERIAL CERTIVICATIoNS I. Notice Of ACM. Unm No. I 1-M24.02 immpA to E.J. Dupont DeNwwur S C n _& 0_ T c. f thch- Glian-71W luzz-2-My-, datc - 0,.Sf - 2 r A., hderWYc' dated OWM201 1, 8xPiving ®n 12/1 M2,016. uvnn�r M Im Statement letter of nr) financial Interest, wid com-Oiancc- with �Iic 41 datt 120', 1, s'r7,,j Mr, y Jw,,. Toging Laborawry, Inc., dated 06/15/10, A P -ed and sealed by Jorqe A. Canso, p, E. 3. Proposal No. 09-1583 issued by Product Control dated 11/2.1109, signed by Jaime D. Gasconj, P. E. C L&v-rato -am ICC Lt..'t-or f __,e.St rt �j Loki -,led L -j OIL, NFfS ned laj� R A 114 Laboratory cOMPli=CC letter for Test Report No. F11,M4, issued by Pen 'on Testing Laboratory, Inc-, dated 10/03/06, signed and sealed by Edmundo Isar ads, P. F" dvAr T - :M�lb 3wn, L%*Ucd by Fen mUgUou Tesfing Laboratory. Inc., dated 05/16/03, 06109/03 and 05/14/03, all signed and sealcd by JOSC01h C. Chan, P. E. (Su ,d Un&rPrevions NOA No. 03-010.01) "1500 Ain Minum Nxed Window - LALL"I approved on 06/05/08'and expiring on 11/06/13. 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