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WS-14-602Cw W72IJ4 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: BUILDING JOB ADDRESS: 3q S A)--6 d/ t p 5-f. gi2(a (13 Master Permit No. ROOFING City: Miami Shores County: Folio/Parcel #: ' I —3Q1-067-0/3-5930 Is the Building Historically Designated: Yes Miami Dade Zip: 383138 NO Flood Zone: OWNER: Name (Fee Simple Titleholder): -CA, 0 TO/V-1,— Phone#: L16 - 6 a-' 'S64 Address: 3'C 1Vt fib°-' City: i C4MI S 4 State: FL Tenant/Lessee Name: Phone#: Email: o-WM.L WA el VD 1 4i`� J A S • C�1n -- Zip: 33 i3g Phon *3ag 913? P:33155 CONTRACTOR: Company Name: 4S4 Dr- CCAS4 CAC± c � Address: 1 330 S Li-.9- S"-f. City: r 1 grn,t State: FL Qualifier Name: e_Ct d OS PQ e St--47 Rp State Certificatio or Registration #: Contact Phon � > "hoc � Email Address: �CS �5�1�n del h��Q LOS . �1�. DESIGNER: Arc tect/Engineer: Phone Certificate of Competency #: Phone #: Value of Work for this Permit: $ '' f b 1 4 t® Square/Linear Foote of Work: c)-& Type of Work: ❑Addition OAlteration New 36pair/Replace ODemolition Description of Work: Mp C°' 1 i.J t t i re P (QC ° (1142A1-- & 0 Q41941('S. Color thru tile: ********* *** ***** ** *** ******* **** * ***** Fees * *****+x*********** ****** ** **** ****m*****x *** Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ 14 6 . (DO 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 ands reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 5 day of M 20 #, , by 6/0/77/0 who is personally known to me or who has produced As identification and who did take an oath. * MY COMMISSION # FP 058108 EXPIRES: September 24, 2017 Ot.opMrA' B0ee Ito WOONeteryStokes * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Signature f\ Contractor The foregoing instrument was a knowl ged before me this day of , 20 ( by of /oCQGeSLi/"fo who is personally known to me or who has produced as identification and who did take an oath. PUBLIC: Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Sr Prin M Commission E NAOMI GARCIA * MY COMMISSION # FF 056108 EXPIRES: September 24, 2017 Sseded lAty Budpei Wiry Services Zoning Clerk From:Ana Canes FaxID:WF Roemer Insurance Page 1 of 1 Date:3/26/2014 01:22 PM Page:1 of 1 ASTOR -1 OP ID: AC '°'C R °w CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 03/26/2014 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. 'Mt 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 W.F. Roemer Insurance Agency 4752 W. Commercial Blvd Fort Lauderdale, FL 33319 Jonathan F. Ramos CONTACT PHONE FAX (A/c, No, Est): (A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC ii INSURERA : Mid - Continent Casualty Co 23418 INSURED Astor Construction, LLC Astor Windows and Doors, LLC 7330 -7332 SW 42 Street Miami, FL 33155 INSURER B : Associatio n Insurance Co. 11240 INSURER C : 02/20/2015 INSURER 0: $ 1,000,000 INSURER E : $ 100,000 INSURER F: mf. r 1V1 %/r7 IYVIYICCIC: 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 ADDL'SUBR MR VI/VD POUCY NUMBER POUCY EFF LMM10D/YYYY1 POUCY EXP JMM!DD!YYYYI UNITS A GENERALLIABIUTY X COMMERCIAL GENERAL LIABILITY 04GL000895969 02/20/2014 02/20/2015 EACH OCCURRENCE $ 1,000,000 DRAM SES Ea occurrence) nce) $ 100,000 CLAMS-MADE X OCCUR MED EXP (Any one person) $ EXCLUDED PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n PRO- Ti ECT I I LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE — _ LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO ALL OWNED AUTOS HIRED AUTOS — _ _ SCHEDULED AUTOS NON -OWNED AUTOS BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE _(PER ACCIDENT) $ SI UMBRELLA UAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ I I DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS'LIABIUTY Y I N WCV050046006 02/20/2014 02/20/2015 WC STATU- 0TH- X TORY LIMITS ER OFFICEER/MEMBER�EXCLUDE07ECUI1V (Mandatory In NH) N/ A EL EACH ACCIDENT $ 1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below E.LDISEASE - EAEMPLOYEE $ 1,000,000 E.L DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS i LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule If more apace Is required) Ref. CG license# CGC1506639 CERTIFICATE HOLDER CANCELLATION MIAMIS2 Village of Miami Shores 10050 NE 2 Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE EPRESENTATIVE ACORD 25 (2010/05) @ 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Permit # Folio STATE OF FLORIDA COUNTY OF THE UNDERSIGNED hereby gives notice that improvement will be made to certain property, and in accordance with Chapter 713, Florida Statutes, the following informatig r provided in this Notice of Commencement 1. Legal Description of property: 0 Street address: 395 NE 96th St Miami Shores, FL. 33138 2. Description of improvement: real 111111111111111111111i 1111111H N11I 1111 E1 ,n1--` ��q 1 Ems N....'2 2.c2_S9 qR Bk 29 35 t.,, 0249; ;1 ,s g RECORDED 0 2' 01. - 12n150 :?-iii F=' RIMINI, CLERK sr ?.0 ?: T MTANT-nADE COMM FLORIDA LAST PAGE r r = .' Y CERTIFY tilpi' thi this �`ceon l'n IT ES my hand d G iii Agit py of the li t.'unvtj.!' .v Con c< CV County Coin PROVIDE AND INSTALL WINDOWS AN ►, /OR DOORS. 3. Owner(s) name and address: Gonzalo Perez 395 NE 96th St Miami Shores, FL. 33138 Interest in property: SFR Name and address of fee simple titleholder: 4. Contractor's address: ASTOR CONSTRUCTION, LLC 7330 SW 42ND STREET, MIAMI, FL 33155 5. Surety: (payment bond required by owner from contractor, if any) Name and address: Amount of bond $: 6. Lender's name and address: 7. 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 Statutes. Name and address: 8. In addition to himself, Owner 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 different date is specified) / `i I- . caner Print Owner's Na Name: Prepared by '�1 SWORN TO AND SUBSCRIB _ e efore me this day of :6n r--1°-,. Signature of Notary Public: Print Notary's Name: - Seal: Naomi Garcia 7330 SW 42nd Street Miami, FL 33155 ,20N- 41.f.kott. MY COMMISSIONOFFOUN EXPIRES: 24,�i/ emu atioNsurytoket Terms and Conditions for GONZALO PEREZ, version 11/30/13 sw SfRiICNR INS .A WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328 -9138 FAX: (305) 418 -7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: IMPACT WINDOW INSTALLATION AT: 395 N.E. 96TH STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 112T1-1 STREEr, Miami, FloRidA 3 3 1 76 TEL: (786) 242-1720 - FAX: (786) 242.4399 STRUCTURAL ENCINEERINC CONSULTAN'S 'NC 9420 S . 112TH STREE' MIAMI, FLORIDA 33'.76 TEL ;786) 242.1 720 - FAX ,.786' 242.4 DESIGN CALCULATIONS Coot/ A5cE -10 vN► wD v.LOC rri = l M p H txPOSJ G411Eyot = G R. 5 K, CArrIEGoRI Y • K4 r 1,00 *) ct= I. oc� • VELocrIl PR. E PosJA co> .CK�' =0,05 (cao, r -rpstE 3o, 3-I • Roaf SLOPc g 5 /17, •BUNG, "w�� NA RovJEs -r Darn,:760)-(0 • rnenN3 AMC H t4I rr (h):, 141-10`1 • q (c.0ANCA D \S ANCC 594 Q =0.4 4I-fo "= 5-)0"4 A= 0,1 x6104911 =61_1" • • • oRC�EC- 395 NE.9l0' SHEET NO DATE coZS(o - = cc 2.5(0(o,06 stn = Glos � a5� \ INDCW 5 CRrT g26',1< G F LONC 4 C�'�plrj ; ttoo FRLS -Sv PE ( +) 4° 4-3-'1 PS F PILL ' (CSF FILL STRUCTU CONSULTANTS March 12, 2014 Village of Miami Shores Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 395 N.E. 96 Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: 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): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf NOTE: "Zone 5 " pressures are applicable to openings that are within 5' -10" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -10 based on the following criteria: * Risk Category: II * Exposure Category: C * Building Mean Roof Height: 14' -6" * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance , 'th the Product Control N.O.A. and have not been independently verified by Structural Engineering Consul If y 4 open to have any questions or concerns regarding this or any other matter, please do not hesitate to ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) L �aF 3/12/14 , P.E., Structural Engineer "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FLORIdA 3 3176 TEL (786) 242 -1720 - FAX: (786) 242-4599 CITY COy`A y ;?ON NG DEPT BLDG DEPT ;I MTh CT TO COMPLIANCE WITH ALL FEDERAL PNn COUNTY RULES AND REGULATIONS 60' -6" REAR NOT PART OF THIS PERMIT NOT PART OF CYIS PERMIT NOT PART OF THIS PERMIT UTILITY KITCHEN BREAKFAST NOT PART OF MC THIS PERMIT BATH i CL BEDROOM DINING BATH BEDROOM BATH BEDROOM RIGHT 1-� NOT PART OF T 1F➢S PERMIT LIVING TV ROOM i FRONT NOT PART OF THIS PERMIT NOTE: MEAN ROOF HEIGHT : 14'- 6" ROOF TYPE : 5:12 Y NOT PART OF ��rrrr THIS PERMIT COLUMN BYOTHERS) REVISION: DATE: 03/14/14 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 03 -2014 1 of 4 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH 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 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRIJCTURE(I.E: BEAMS,COLUMNS,FRAMING,HTC.) SHALL BE DESIGNEDBY OTHERS 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 NOTE 3 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. I" X 2 -3/4" X 3/8" X 50-5/8 " ALUMINUM TUBE MULLION BY POT FRONT ELEVATION 4'a" 1" X 2-3/4" X .650" X 63 ALUMINUM TUBE MULLIONS BY PGT "A" M.O. 74" X 50 -5/8" (2)37' X 50 -5/8" "SH- 700" ALUMINUM SINGLE HUNG WINDOW-L.ML N.O.A.: 11-1013.14 ZONE 5: +47.1 - 63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8° ANN. GLASS .090 SOLUTIA OR DUPONT INB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1' X 2-3/4" X 3/8" X 50 -5/8" ALUMINUM TUBE MULLION BY POT. N.O.A.: 13-0815.05. "F" M.O.111 "X63" (3) 37"X63" "SH -700" ALUMINUM SINGLE HUNG WINDOW- L.M.I. N.O.A.: 11- 1013.14 ZONE 5:+47.1 -63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: U8" ANN. GLASS .090 SOLUTIA OR DUPONT PVE INTERLAYER INTERIOR LITE: I/8" ANN. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2-3/4" X 3/8" X 63" ALUMINUM TUBE MULLIONS BY POT. N.O.A.: 13-0815.05. "C" 1" X 2-3/4" X 3/8" X 63 " ALUMINUM TUBE MULLIONS BY PGT NOT PART OF THIS PERMIT (EXISTING STEEL COLUMN BY OTHERS) M.O. 170"X63" (2) 37" X 63 "(LATERALS) "SH -700" ALUMINUM SINGLE HUM/WINDOW- L.M1 N.O.A.: 11-1013.14 ZONE 5: +47.1- 63.1 GLAZING: 5/16' LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1)8" ANN. GLASS .090 SOLUTIA OR DUPONT PVT/ INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS (2) 48" X 63' (FIXED )(CENTER) "SERIES PW-701" ALUMINUM FIXED WIDOW -LMI N.O.A. : 13-0502.03 ZONE 5: + 47.1 - 63.1 GLAZING 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LUTE: 3/16" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1' X 2-3/4" X .650" X 63" ALUMINUM TUBE MULLIONS BY PGT. N.O.A. : 13-0815.05. REVISION: I 8 DATE: 03/14/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 03 -2014 2 of 4 �. l NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH 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 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS 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 NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. I" X 2 -3/4" X 3/8"X 63 " ALUMINUM TUBE MULLION BY POT (EXISTING STEEL COLUMN BY OTHERS) ' NOT PART OF THIS PERMIT RIGHT ELEVATION "G' M.O.74" X 63" (2) 37' X 63" "SH- 700" ALUMINUM SINGLE HUNG WINDOW- L.ML N.O.A:11- 1013.14 ZONE 5:+47.1 -63.1 GLAZING: 5/16' LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE: 1r ANN. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1' X 2-3/4' X 3/5' X 63° ALUMINUM TUBE MULLION BY PGT. N.O.A. : 13-0815.05. NOT PART OF THIS PERMIT 'B" 37"X50 -5/S" 'SH- 700' ALUMINUM SINGLE HUNG WIDOW -L.ML N.O.A:11- 1013.14 ZONES: +47.1 - 63.1 GLAZING: 5 /16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/5" ANN. GLASS .090 SOLUTIA OR DUPONT PVB 1NTERLAYER INTERIOR LITE: 1/5" ANN. GLASS REVISION: DATE: 03/14/14 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 03 -2014 3 of 4 NOTE I: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH 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 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,PRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS 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 NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL HELD DIMENSIONS PRIOR TO FABRICATION. LEFT ELEVATION "E" 74" X 50.5/8' (XO ) • HR -710' ALUMINUM HORIZONTAL SLIDING WIDOW -L.ML N.O.A.: 11- 1114.04 ZONE 5: +47.1 -63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE: I/8" ANN. GLASS .090 DUPONT BUTACIIE OR SAFLEX I(EEPSAFE MAXIMUM INTEST AYE& INTERIORLITE: i/8" ANN. GLASS "D" 37' X 38 -3/8" "SH- 700" ALUMINUM SINGLE HUNG WINDOW- L.M.I. N.O.A.: 11- 1013.14 ZONE 4: +47.1- 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. Q.ASS .090 SOLUTIA OR DUPONT PVB INTIMATER INTERIOR LITE: 1/8' ANN. GLASS REVISION: J O d 8 F, DATE: 03/14/14 SCALE: 3/16" » I' DWG. BY: M.RZ. JOB #: 03 -2014 4 Of 4 4 -7, MIAMI' MAR DEPARTMENT OF REGULATORY AND )41311 COUNrY I 14 MIAMI PROD 041) .ES (RE) 1 I BOARD AND CODE ADMINISTRATION D T (78 NOTICE OF ACCEPTANCE (NOA) _ POT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 (AHJ). 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 within their jurisdiction. RER 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: Series "PW-701/ 720/ 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No, MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration 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 manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 js Official. This NOA revises and renews NOA No. 11-1110.15 •="91"1"11Wiii t and E-2, as well as approval document mentioned abov The submitted documentation was reviewed by Jaime AFIPROVED t•P'f'N 017 WS 1 62/0) ebruary 19, 2019 SUBJECT TO COMPLIANCE WITH ALL FEDERAL. Page 1 STATE AND COI1NTY RULES AND REGULATIONS PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER), Jaime D. Gasea, P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E .- 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas'D Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D39513 Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FM-17212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No, 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D. Gascon;Pri. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 720/820 IMPACT- RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (18/HZ). 2} SHUTTERS ARE NOT REQUIRED +MIEN USED IN WIND43012NE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1 -1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSIG OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEMANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/PLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) MAX. UV SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, SY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300 -OS. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300 -99. 8) THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RESIST THE W NDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TIES PRODUCT: THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMEAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES TEST REPORTS FTL -3835, 3850 & 721% ELCO ULTRACOH NOA; ELCO CRETEFLEX NOA; ANSI/AF8PA LOS FOR WOOD CONSTRUCTION - (2005) AND ADM ALUMINUM DESIGN MANUAL - (2005)• 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG I NTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A SHEET9 12" MAX. O.C. 48' TIP TO -TIP WIDTH 47' BUCK WIDTH 44.9 /4" VISIBLE LIGHT WIDTH B, SHEETH 8° MAX. 111 I� A BU( HMG 7198" LemI (3/16' An - .080' PVS - 3148' HS) 2 92- /4' 7/ 96 'Lam1(3118`HS- .090'PVB.315"HS) 2 VISIBLE 4- 911, Lend. IG(3H8"T.NWA4- Stir An- .050"PVS- 3116"HS) 3 LIGHT 1- 1118'LamL 10( 3/ 18' T- 7198 'AU- 3'96"HS- .0S0°PVB- 3I98-HS) 3 HEIGHT 7116 ' Lent (3/18`An- .090'SG- 3190•An) 4 I1 788' Lent (3/16° HS -.080• SG - 3116' 14S) 4 111 14/10" Lela lO( 3196" T - 7118 'Atr- NM* An•.000'SG- 311VAn) 5 8 DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 48' BUCK WIDTH — 45-114" VISIBLE LIGHT WIDTH F. SHEET 8 SHEET 9 6" MAX. O.C. 93.114` VISIBLE LIGHT HEIGHT 98° BUCK HEIGHT 1 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERALNOTES.................— 1 DESIGN PRESSURES......_..._.... 2S INSTALLATION, FLANGE........ 8 INSTALLATION, EQUAL-LEG....... 7 INSTALLATION, MT. FIN A........_ 8 INSTALLATION, WT. FIN 8—.-.9 CORNERASSEMBLY..................10 EXTRUSION PROFI.ES..............10 PARTS LIST.. ._.._ ............._........_.10 • TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) A DeeMOM Sheet 8 1 7198" LemI (3/16' An - .080' PVS - 3148' HS) 2 2 7/ 96 'Lam1(3118`HS- .090'PVB.315"HS) 2 3 4- 911, Lend. IG(3H8"T.NWA4- Stir An- .050"PVS- 3116"HS) 3 4 1- 1118'LamL 10( 3/ 18' T- 7198 'AU- 3'96"HS- .0S0°PVB- 3I98-HS) 3 S 7116 ' Lent (3/18`An- .090'SG- 3190•An) 4 6 788' Lent (3/16° HS -.080• SG - 3116' 14S) 4 7 14/10" Lela lO( 3196" T - 7118 'Atr- NM* An•.000'SG- 311VAn) 5 8 1.1/96' LORI. KH (3/16° T - 7116" AU - 3+98' N8 - .080' SO.3/96" HS) S 'SW m •DIWO T® SENTRYGLAS INTERLAYFR" 8Y El DUPONT DENEMOIOffi & CO., INC. F. SHEET S H. SHEET 9 -+— 6 MAX. 0.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY 9E USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-S. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12°O.C. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1, THIS SHEET. IT it WIDTH . I I F -- WIDTH —I {•'"— WIDTH —+-1 I - WIDTH --1 r ✓ .. 1 3Ly . ..L.L W. J ►( }+ WIDTH -' l 7'j+ H Tr— -T i �/. WIDTH 7 I WIDTH - I"•- WITH •"-I 6I i�% n 0607 s's � ; >W HSE * • 9NO. 58706 sTA /11111 UII' A. LYNN MILLER, P.E. P.E.0 68708 PPAR S 85W: ED lb' 7 L;- 9201 Cr f 7/18' LAMINATED GLASS STACK 3115• ANNEALED GLASS USED AT CURVF.0 FRAME MEMBERS ONLY F� a a m NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND METO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure { +1-, pst) for Glass Type 1 L• . Side (in • �1 8 80 84 88 92 ':: 100 104 109.92 € 4 30 .180 +780 +1.80 .7-80 480 el 80 +7.80 +120 4780 480 4480 32 +780 4480 4480 +80 480 +180 47.80 .1430 +7-81) 4180 +480 -:. +180 +1-80 +l . +17:', .1.:. +i<'. +1.80 4180 :� +1-''.: ,M_.•.4 38 +480 480 +1.80 +1.80 +140 +480 +140 .7.80 .1-80 .7•73.4 +1-722 +1-80 H T. + ;:. +1 +.a. +180 1120.®N2W2MU+/88.5 .180 +149.4 .478.4 e1 -74.3 +1-18.3 42 +180 4180 .1 .,• .1 -79.8 4 .. +480 +1.76.7 .144.9 e -70.9 • sk , +191.8 42 6180 +1.80 .460 +1-77.4 EN M +7.731 +1.847 4498.9 +7a3.0 +1.58.2 44 +1.80 +1-80 +1.78.9 +1- 5.4 +1- 2.1 +198.9 485.6 +1 .. +1:-+ " +157.5 48 48_. +7.80 4480 +477.2 .1 -13.8 41 -70.1 0.0a8 41.83 .5 +/-s13 +191.7 .7958 48 +180 +1 -79.3 +475.8 +1.71.9 +798.3 41.849 +1.61.5 +1582 4471.3 .4-67.5 50- 41.80 41.77.5 +1. ,. +1 .•.3 +7 -- + 4841 +.'C' .7.73.5 4.895 52 +1 -791 4 -75.8 +1-724 .188.8 +1.65.1 +4-61.5 41-78 .7 -71.8 54 4 -77.4 +1 -73.8 +/ -70.5 4197.3 .7-63.5 +1.77.5 .473.8 50 .1.758 0-72 41.88.8 +4485.3 .479.4 +1.75.4 50 +1•742 +1.70.3 +1 -66.8 4480 4 -77.6 4 -73.5 60 e4-72 7 .480.7 4195 .480 4.75.8 62 41.11.2 .487.1 84 44788 44 -74 64 .1.691 4.30.5 80 +1 -77.2 66 +1.88.3 67 -7/8 4.74.9 67.718 +187 7/18' LAMINATED GLASS STACK 3115• ANNEALED GLASS USED AT CURVF.0 FRAME MEMBERS ONLY F� a a m NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND METO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. .0W PVB INrERLAYER 3116• HEAT STRENGTHENED GLASS Sts" GLASS BITE GLASS TYPE 1 SHORT SIDE LONG SIDE -4•-1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -1/18° NOM. 7118` LAMINATED GLASS STAGS GLASS STACK 3116' HEAT STRENGTHENED GLASS 3116' ANNEALED GLASS .090' PVB INTERLAYER GLASS BITE 3/98° TEMPERED GLASS 7/18' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11 -7AY O.C. MAX ® r,f- CI m BUCK DIMENSIONS FLANGED EXOA_ THE DIMENSION TO DETERMINE THE SUCK DMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT SAILABLE SHQA70A LONG MENS 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. MIME GLASS TYPE 3 SHORT SIDE SHORT SIDE LONG SIDE 844848 Dada P+aWa/ .n M 0 0g Fa' U G3 W FZW m0 6- - • 0 -z .z rn et OL 2 2 a LL 0 INKS alms 3 •asap $81445 (LYNN 'It ,444.. 11( s „i • fc' No. 58705 p STA E •. - �l: 111111IIIIM6N A. LYNN M8 LER, P.E. P.5.858708 Window Design Pressure ( +1., peg for Glass Type 3 -718 �1 80 �_:_) 1•.• :,4 1,.. 11 1 m 30 +180 .140 +480 +1 :.• et L al • ./ • +180 +1.80 44 ^i e! :- 32 +180 4180 +180 4480 +140 +740 +140 +180 +1-80 •140 +480 -:. 4.80 4 A +1 . +1 :r. .1.:. +160 +1.80 4180 +1 :. +780 36 ./ -80 .7.30 +140 +7-80 4440 480 +1-80 +140 .7.80 .1-80 e180 80 +1-80 4780 4180 44.80 4180 +180 4480 .180 +149.4 .478.4 e1 -74.3 +140 +1 L '•j•» 4 :. 4 .. +480 +1.76.7 4 _ e -70.9 +1� 42 +140 +1 ;. '� .1� +180 4 -77 +7.731 •149.6 4498.9 445.2 4 .7:. .480 11111'.•_11/100/a 111111ZUMII .474.1 +1.70.3 +197.5 +1.83.9 48 . :r. 44-80 + .. .1-80 T. +180 311111112j +7 m +I . 1' ' 'c1 41- + . .1 ay' .7.80.1 + :L 1 .7958 so 0.80 +140 4.80 +7•79.4 +1.75.3 4471.3 .4-67.5 52 +1.80 .480 +480 .1.77.7 .7.73.5 4.895 04 4480 .180 +7.79.8 41-78 .7 -71.8 56 4140 0.80 +1.77.5 .473.8 58 4460 .479.4 +1.75.4 80 4480 4 -77.6 4 -73.5 82 .480 4.75.8 84 44788 44 -74 80 +1 -77.2 67 -7/8 4.74.9 .0W PVB INrERLAYER 3116• HEAT STRENGTHENED GLASS Sts" GLASS BITE GLASS TYPE 1 SHORT SIDE LONG SIDE -4•-1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -1/18° NOM. 7118` LAMINATED GLASS STAGS GLASS STACK 3116' HEAT STRENGTHENED GLASS 3116' ANNEALED GLASS .090' PVB INTERLAYER GLASS BITE 3/98° TEMPERED GLASS 7/18' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11 -7AY O.C. MAX ® r,f- CI m BUCK DIMENSIONS FLANGED EXOA_ THE DIMENSION TO DETERMINE THE SUCK DMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT SAILABLE SHQA70A LONG MENS 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. MIME GLASS TYPE 3 SHORT SIDE SHORT SIDE LONG SIDE 844848 Dada P+aWa/ .n M 0 0g Fa' U G3 W FZW m0 6- - • 0 -z .z rn et OL 2 2 a LL 0 INKS alms 3 •asap $81445 (LYNN 'It ,444.. 11( s „i • fc' No. 58705 p STA E •. - �l: 111111IIIIM6N A. LYNN M8 LER, P.E. P.5.858708 TABLE 4: Window Design Pressure (49y pat) for Glass Types 2 & 4 Long S de ie) 87 -7/8 72 78 80 84 88 92. 98 480 104 100.172 112 110 120 124 128 132 138 140 144 +140 400 480 4 /40 .1.80 +1.80 4.80 .1410 ./-80 H-80 +1 +1.80 +1.80 4 +140 4 :; +140 .180 +la 480 32 480 .1.80 480 +180 480 4.80 4/80 480 480 480 480 .1.80 480 480 480 +1.80 +180 +140 +/80 34 440 + /-80 +680 +1.80 480 .1-SO +180 450 + /-80 480 480 480 .1-SB +1.80 480 480 480 36 480 480 +180 481 480 +680 4140 480 . .650 .1.80 4.80 440 .1.80 +/.80 +/-80 3S 480 .1.80 480 440 .180 4.80 +140 .180 +1.80 .680 ./80 +180 480 480 40 480 480 •14/0 +180 +1410 400 +780 +140 480 480 .1.60 +1-80 42 4-80 +680 480 480 +1-80 480 4.80 .140 4.80 +140 4.80 44 440 480 +/80 440 480 480 .480 +/80 440 480 - 48 480 +/80 480 .1-80 480 440 +180 440 440 4 48 +140 480 480 480 440 480 4.80 +140 18 SO +680 440 +180 480 .180 480 480 52 .140 .1-80 +/80 +180 .140 +1.70.1 54 . /410 480 +180 +7.80 478.8 58 480 +1-80 +140 .1.78.1 58 4•80 480 480 80 .7.80 +180 +679:9 02 480 480 64 .780 440 80 +680 67.7/8 .7-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE 18'- TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 14/18• NOM. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/18' LAMINATED GLASS STACK 3116• HEAT STRENGTHENED GLASS 4 19 GLASS STACK 7118' LAMINATED GLASS STACK 0 i .090' P BINTERLAYER 3118` TEMPERED GLASS STRENGTHENED GLASS 7/18" AIR SPACE O� ; * ;� :`n': .�!+ /. 3/18" STRENGTHENED 3116" HEAT STRENGTHENED GLASS f.,�. .080' PVB INTEWAYER , SHORT j LONG SIDE / LONG S SET j _ t� FRAME MEMBERS 11718" O.C. MAX. �^ USED ATCURVED - .1 �- G� j 84. FRAME MEMBERS ONLY GLASS BITE 611 -78" O.C. MAX !38' GLASS BITE -1- f -r'r LONG SIDE 1 LONG 0 0 0 0 0 -1- GLASS TYPE 2 GLASS TYPE 4 SIDE T / SHORT SIDE D cvNhl4ePlolida /Idiae +7.iJi7fL•. Z I st O A A § § pp LL LL flgi °z az M s UI z 0 0 O 5 N z 0 z 0 w 0 U. 0 th WIG LYNNl,tp f � ONSF *; No. 58705 re 9 ".. �OZ�� /',5`S`�ONt.- ..: A. LYNN WLLER, P.E. P.9088705 ' Window Design Pressure ( +1., psi) for Glass Type 5 Lang We 9n) 01 -718 72 78 80 84 88 92 96 100 104 109.112 = 2 w 30 +904425.4 +904120 •9041155 +99.111.5 +W101& +901/8 +901 -1045 +901.1015 .90-162.5 +904100.7 +9W97.9 32 "5? = +5.110.8 .50/.105.3 +0.101.8 +96.187 +91195.7 +90492.3 if:'''F" f mlig of c'' 9 .1.89 36 "SW .90.1020 ::alia d +•:.:.B.8 +90-928 IP 177411 +93) -91.8 +20499.7 bII +90.12.1 ''' 1 +479 -8 +179.4 Nan +904115 +994109.8 '•'7"•» +904100.5 +91.9.6 +80493.3 H- .:. +4722 38 .901994 +9042.2 i001 +901-111.2 ®" 1 .004972 l:Tt711C101111�' +90191.1 .1.882 i 0 -' .5 +488.3 r .1.74.3 40 .90 -108.9 +901998 .901 -93.4 +90 -90.1 +437.2 +484 +7.80.5 .1 -787 .1.83.4 +1 -61.6 42 42 +906103.2 +90495.7 .914912 +487.4 +1.71.3 +1.89.2 +I48.B +.77 .1.731 .8 +/-50.2 44 44 +90199.7 +001 -93.1 +-8E1 +185.2 +i -88.9 +1. 77.8 .1.74.1 +.753 +r 57.fi +4.83.0 + ,L ,. +7 . . - 2 +- .8 +/- t -1 +1 r:8 + <.5 +1.60.3 + z".7 +1454 48 +1427 +779.3 +475.8 +171.9 +-08.3 .1449 +41.5 + -582 0.65.8 50 + 80.9 .1.71.9 +-74.1 +1 -70.3 +4 6.7 + .631 +/-59.7 +447.5 52 + -791 +-75.6 +1.72.4 +98.8 +4951 +7.81.5 .1595 ' 54 .1.77.4 +-73.8 at 7v5 +1.87.3 +1$3.5 +671.8 56 +1-758 .7..72 +148.8 +4653 .473.8 58 .1-749 +170 3 4486.8 +675.4 80 +727 . + -68.7 +-85 •473.5 52 +1.712 .147.1 + -758 84 +489.7 485.5 +474 66 +-88.3 +X7.2 67-7/8 + -87 +749 7/16" LAMINATED GLASS STACK .090' 80INTERLAYER 3116' ANNEALED GLASS USED AT O W r FRAME MEMBERS ONLY "- GLASS :. MAX m I NOTES: BUCK DIMENSIONS SHOWN. FOR RANGED WINDOWS. SUBTRACT • FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. GLASS TYPE 5 1 -1/18" NON. GLASS STACK 3/16° TEMPERED GLASS 7/18' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY ez 11 -718' O.C. MAX 11)) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT ' FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND Me TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN-FRAMED WINDOWS. �+--� LONG SIDE ---+"� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116" LAMINATED GLASS STACK 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS .019' SG I41ERLAYER Ws* GLASS BITE EXTERIOR GLASS TYPE 7 J LONG SIDE -1 J SHORT j SIDE PRODUCT RENEWED ao coinplying w4Ih lba Plorldu APNFUANA saN , Xi? I I 0 10 RAW RR INNS �.:.•' L10EN8F''• .c * No.58705 * s n7s t �tr� A. LYNN ABLER, PE. P.E.8 58705 Window Design Pressure ( +F, psf) for Glass type 7 Long sw+98) 877/8 72 78 80 84 98 92 96 180 104 109.112 - e, 30 +801-190 +901 -130 +900 -130 +904126 +904172.8 +904119.8 +904118.1 +804117 +90.1158 .901.1127 .981.109.9 32 .901 -130 +99.1251 +901.110.9 +901 -114.6 +91.111.5 +90 -108.1 +904104.3 +901 -102.4 +001.102 +901.101.4 +981 -99.7 34 +90.123.1 +06 -1184 +9+.114.7 +90.107.5 +401.183.8 +20499.7 +90495.3 +90.12.1 +90150.5 +1-90 +-89.6 38 +904115 +994109.8 +904104.8 +904100.5 +91.9.6 +80493.3 ./-93 +487.3 +184.9 +1.82.3 .7-81.2 38 +901-111.2 +901.1042 .004972 +90 -94 +90191.1 .1.882 +1.84.9 + -81.9 +1.79.4 +676.4 .1.74.3 40 .90 -108.9 +901998 .901 -93.4 +90 -90.1 +437.2 +484 +7.80.5 .1 -787 .1.73.5 .1 -70.9 +-69 42 +906103.2 +90495.7 .914912 +487.4 +44 41- 80.8 +.77 .1.731 . /89.8 +458.9 +45.2 44 +90199.7 +001 -93.1 +-8E1 +185.2 .141.4 +1. 77.8 .1.74.1 +.753 +147.5 +4.83.0 46 +90498.5 +90.91.3 +4872 +6832 +479.2 +1.1x54 .1-111 +468.1 +1454 48 .90.93.5 +/-89.8 ./45.4 +-81.2 .1.77.2 .1733 +.69.5 0.65.8 50 +80491.4 +487.6 +t -53.7 +1.79.4 +1 -75.3 + -71.3 +447.5 52 +-89.4 +1455 +4.81.8 +477.7 +473.5 .1595 ' 54 +487.5 +43.4 +129.6 + -76 +671.8 58 +458 +141.4 +1-77.5 .473.8 58 +4818 +.79.4 +675.4 60 +-82.1 + -77.6 •473.5 S2 +1.80.4 + -758 64 +47E8 +474 68 +X7.2 87.118 +749 GLASS TYPE 5 1 -1/18" NON. GLASS STACK 3/16° TEMPERED GLASS 7/18' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY ez 11 -718' O.C. MAX 11)) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT ' FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND Me TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN-FRAMED WINDOWS. �+--� LONG SIDE ---+"� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116" LAMINATED GLASS STACK 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS .019' SG I41ERLAYER Ws* GLASS BITE EXTERIOR GLASS TYPE 7 J LONG SIDE -1 J SHORT j SIDE PRODUCT RENEWED ao coinplying w4Ih lba Plorldu APNFUANA saN , Xi? I I 0 10 RAW RR INNS �.:.•' L10EN8F''• .c * No.58705 * s n7s t �tr� A. LYNN ABLER, PE. P.E.8 58705 TABLE 7: Window Design Pressure (+Pt psf) for Glass Types 6 & 8 Loa0 Side DI) 109 -112 « -128 112 +905130 110 .99/.130 120 +90 -190 124 .901.130 128 +901.130 132 4101.130 130 4905130 4905130 +906130 + 1 f� 87708 72 78 80 84 88 92 +901130 05 490/-130 100 .001.13) 104 +� -130 € 8 30 +900.138 +90/-130 +99/ -130 +900 -131 +906130 +801.130 32 +901130 +10/.130 4905130 +905130 +900 -133 +405130 .905130 +181.130 490/ -130 +905130 +90/.130 +401 -130 +50 -130 +906130 +906130 +996130 +9/.130 +901-130 34 4905130 +905130 4905130 +90.130 +90/131 +106130 +901130 4900.130 +90-130 .901.130 +901 -130 +941.131 +905130 +005130 .91130 +40/ -130 +00/.130 +901130 +901.130 .901 4105131 +901130 +107030 4905130 +905130 +905130 4705 -130 +001-130 +906130 +901130 4905130 +901 -130 +901130 30 38 4935130 +901130 -130 +10.130 +901.130 .91 -130 +401.130 +901130 +905190 +9W-130 4935190 +901130 4005130 +001.1292 +005127.3 40 +101 .901.130 +401.130 .811.130 +401.131 +10.130 +105130 .90/.138 4985130 .905128.8 +901123.2 +90 -122 42 -130 +401130 +10 +101130 .901438 +901.130 +901130 +905130 4901-128.3 +90.123.2 +905119.7 +91 --118A 44 490.131 -130 +904.130 +401130 +90.130 +906130 +801130 +90/130 +901124.5 +90.119.4 +905115 46 .905130 4101133 +101 -130 +905130 4905130 *906130 +105128.9 +'".120.5 490/.115.3 48 +901130 +901130 .901.130 +905130 4115130 +101-129.7 +905123 4905118.5 50 4901130 +90.1330 +901130 .905130 ' .105130 +4011.130 .89.41119.5 52 .111 -138 4105130 4101130 .901131 +105130 .88.0/ -123 54 +981130 .901130 +905130 +101130 480.81127.1 55 490 -130 490 -130 +906130 48941 -129 58 4905130 .001.130 +901 -130 80 +401131 +905130 +89.85129.3 82 4905130 .90/ -131 84 .90/430 .10116 61.1/8 .905130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TO+TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND INTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPUES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH RN-FRAMED WINDOWS. 7/16" LAMINATED GLASS STACK r .090' SO WTERLAYER 3/18' HEAT 3/18' HEAT STRENGTHENED GLASS byk STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY I1 -7/8° O.C. MAX GLASS TYPE 8 1.1118' NOM. GLASS STACK 3/18' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY L 11 -7/8' O.C. MAX. 7118* LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS SIDE 3/18° HEAT STRENGTHENED GLASS .090' SG INTERI.AYER SHORT TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1- 5!8' GLASS BITE EXTERIOR GLASS TYPE 8 h.— LONG SIDE 1 SHORT SIDE 1•• LONG SIM —•°-j SHORT SIDE LONG SIDE I-- M O to U' 0 o h oz A J in LL to m0 q Y a. 2i V) Ul E W 0 •0 MVOS INSTALLATION TYPE A EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET WINDOW Wei( HEIGHT EXTERIOR TIP-TO-TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT WINDW BUCK O HEIGHT - 2-314' EMBEDMENT 1 1 -LIM` MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLES, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 19 -7/8' O.C. MAX. EDGE DISTANCE INSTALLATION TYPE C {EMBEDMENT � t SHIM INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8, THIS SHEET EMBEDMENT EDGE DISTANCE EXTEIitOR 114' MAX. SHIM #12 STEEL SELF - DRILLING EMS (G8), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING 114° MAX SHIM CONCRETEM,MU PER ANCHOR REQUIREMENT • MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA, ALUMINIUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8.THIS SHEET 1X WOOD BUCKSTRP, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION TYPE B EDGE DISTANCE VERTICAL SECTION B-B CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VISIBLE LIGHT WIDTH = WRIOOW BUCK WIDTH - 2.314' WINDOW BUCK MTH — TIP-101111 WINDOW WIDTH HORIZONTAL SECTION A-A TABLE 8: CONCRETEICMU PER ANCHOR REQUIREMENT Anchor Substrata Mkt islaEdt� tam Embedment Max O.C. Dnea SPacM@- 14/8' 912 or 014 410 88 Screw 992 or 914 Steel Soma (GS) 1/4' 41088 CdeteFlex 1/4' Steel Vinton S/18' Steel Moon Grouted CMU, (ASTM C40) P.T. Sordttem Pine (80 =088) Aluminum, 8083 -18 mkt. A38 Steel Steel Stud, Gr. 33 min. P.T. Southern Pine (SG -0.S5) Aimnhem, 808348 mkt. A38 Steel Steel Stud. Or. 33 min. Unkrot4ed CMU, (ASTM CSO) Canute (Win. 3.35 ket) Concrete ((mkr. 2.88 k4l) 0*nemte (mtn. 2.85 ksi) Unsrouted CMU. (AVM C-SO) Grouted CMU, (ASTM Cam) Concrete bran. 3.51aQ $J1�' 31$' 0.083" 318' 0.083" 318' 0.049118 00) • 8/18' 1 -318' 318' 0.083° ' 3/8' 0.083` ° 3/8' 0.045' (18 GO' 2 -U2• 1 -114' 1' 1414' 1' 13/4' 2.1/2' 1-3/8" 2 -112' 1 -1/4' 2.1/2' 1314` 1 -1/4' 44/4° 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' t2 92' 12' 12' 12' 2 -112' 13/4' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE L8vITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1)(', ARE BUCKS WHOSE TOTAL THICKNESS IS LESSTHAtN 1 -1/2'. IX WOOD BUCKS ARE OPTIONAL /F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X'ARE 1 -1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLDCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. Pdaida A Rm r ./:Lu is I eo woo CO 5 6 8 2 • � W LL em, \\'‘' .( LYNN . tee'/.��: *. • No. 68705 .' YAW/ d •assrl eelOS A. LYNN MILLER, P.E. P.E..9 88705 INSTALLATION TYPE E EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT t_1/4" MAX SHIM L EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11418" O.C. MAX. WINDOW BUCK HEIGHT VISIBLE LK3HT HEIGHT • WINDOW BUCK HEIGHT - 2 -314' #12 STEEL SELF- DRILLING SMS (05), SEE TABLE 9. THIS SHEET INSTALLATION INSTALLATION TYPE G TYPE F IX WOODBUCKSTRI', • EMBEDMENT SEE NOTE 2, THIS SHEET 1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET EMBEDMENT EDGE DISTANCE CONCRETE ANCMU I PER ANCHOR REQUIREMENT INSTALLATION TYPE H 1/4• MAX SHIM MIAMI.DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMWUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,1111S SHEET IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION TYPE F EDGE VERTICAL SECTION D-D CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, TITS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCI( WIDTH - 2.3/4` WINDOW BUCK WIDTH HORIZONTAL SECTION C -C CONCRETE/CMU PER ANCHOR REQUIREMENT --- -- Anchor Substrate Distance Min, Embedment OA Max[ SbS 2 '� 912 or 914 918 33 Screw Ir;1'. Sadbem Pine (8G•0.55) 9/18" 1318" 12„ Aluminum, T$min. Aluminum, 318' 0.083" • 12' A38 Stark 318' 0.083" 12' Steel Stud, Gr. 33 mkt. 318' 0.048' (18 Oa)* 12° • 812 0 394 Baal Strew ice) P.T. Southern Pine (3G•0.55) 9/18' 1318' 12' Aluminum, 8083 -T5 min. 3i8' 0.0$3" 12' A30 Steel 3/8' 0.083' ° 12' Steel Stud, Or. 33 min. 318' 0.045' (98 Ge)' 12' 914° 410 SS CteteFlex Unpmuted CMU. (ASTM C-SO) 2.417 1- 114' 12' Concrete Min. 3.38 ken) 1' 1.314' 12' 914' Steel Women Concrete (m89. 2.85 kat) r 1314' 12' Concrete (a n. 2.88 keg 2 -N2' 14/r 12' U9hgroated (MU. (ASTM C90) 2 -117 1.114' 12' Grouted CMLI, (A3TN C-9O) 2912' 14/4' 12' 8/18' Steal Littleton Concrete (nem 3.5 Met) 1 -1/4' 13/4' 12' Grouted CMU, (ASTM 0.50) 2 -112 13/4' 17 MN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS `MEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2*. IX WOOD BUCKS ME OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS °2X' ARE 1.1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO SE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLES TO WHOLE SYSTEM. PRODUCT WNW= at complying with the Florida BuildrigCode Acceptance No • 2y03 Dade Phastact Cahn 2 0 2 4 O WW Nays ceues ,`,•‘`, y1 LYNN dlj��ii�'i h� CENSfi' ' FP * • No. 58105 Vit 7 11 Ay- U' STAT Rt11 A.LYNN MILLER, P.E. P.E.$88T08 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, 1155 SHEET INSTALLATION TYPE I EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EXTERIOR WINDOW BUCK HEIGHT USED AT CURVED FRAME MEMBERS ONLY 11 -7/8' O.C. MAX. VISIBLE LIGHT HEIGHT' WINDOW BUCK HEIGHT - 2.314' EDGE EDGE DISTANCE DISTANCE INSTALLATION TYPE J 1/4' WO( SHIM INSTALLATION TYPE K EDGE DISTANCE 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 1/4° MAX SHIM EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 114'MAX. SHIM --►I r- INSTALLATION TYPE L 010 STEEL SELF - DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRP OR FRAMING, SEE NOTE Z THIS SHEET 1-1/4" MAX SHIM INSTALLATION TYPE J EMBEDMENT EDGE DISTANCE MIAMI -DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10.THIS SHEET V/P. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET VERTICAL SECTION F-F VISIBLE LIGHT WITH WINDOW BUCK WITH - 2 -314' WINDOW BUCK WIDTH HORIZONTAL SECTION E -E EMBEDMENT EXTERIOR Anchor substrate Min. Edge Dlstenee Mex. O.C. Spacing 5 2 -1/2' x .113" Box Nat P.T. Southern Pine (SGoO.55) 6H5 2 -112" x .131° Commove Neil P.T. Southern Pine (SOm0.65) 318' 6' 2 -1/2' x .145 Roping NM P.T. Southern Pine (SO.0.55) 3/8' 6° 390 x 9' Steel Serer, P.T. Southern Pine (S3=41.85) 1/2' S 0.093" Atomism 6063 -T6 mke. 8/16" 5' 1116° ASS Steel 5115 5 0.045' (18 Ga) Steel Stud, Gr. 33 8/1S' 5' ° MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD SUCKS DEPICTED ON THIS SHEET AS 'IX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1.1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FILL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. PRODUCT RENEWED ca tomp1y1e3 with Oro Rodde Beildin Code ©.; 017 MIaml Dade Product C M 4 N I /s w+»+0 z O Foc co LL 4580 +au 0 00 efos 7-:.:: ,� 4�� : ti;‘.;IT-:.:(1.58N9 NSt ' .FP f N70 {{5�� ebF3 ./v� A.LYNN MILLER, P.E. P.E.468705 2X WOOD BUCKSTRIP EDGE ORFRAMING,SEE INSTALLATION TYPE MT DISTANCE NOTE 2, THIS SHEET FOR TIES INSTALLATION METHOD ONLY ANCHORS MAY BE NO • MORE THAN 6° O.C. EMBEDMENT EXTERIOR WINOON BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDt DISTANCE FRAME MEMBERS ONLY 11x18 O.C. MAX. 1 EMBEDMENT 1■4° MAX SHIM INSTALLATION TYPE M FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN IF O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET EMBEDMENT EDGE DISTANCE CONCRETE C6+Ai PER ANCHOR REQUIREMENT 114 MAX. *um INSTALLATION TYPE 0 FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. 012 STEEL SELF - DRILLING SMS (GS), SEE TABLE 10, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK MTh TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET rMAX SHIM INSTALLATION TYPE N V MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM NUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE VERTICAL SECTION H -H HORIZONTAL SECTION G -G TABLE 11: CONCRETE/CMU PER ANCHOR REQUO2EMENT 0 Anchor &skate Min. Edge Distance Min. Embedment 012 or 014 41088 SOrew P.T. Soulhem Pine (S0=0.55) Aluminum. 9083.75 min A36 Steel 9/18 1.5/8' Max. O.C. 5- 3/9' 0.083" • 8 9' 0.083" 8' 012 or 014 Steel Sonsw (G5) Steel Stud, Or. 33 ado. 3" 0.045' (18 Ge) • 6' P.T. Southern Pine (SGn0.88) 9118' 1.3/8 4 Aluminum, 809345 rah. 3er 0.05'• 8 A36 Steel 0.08'3' • 8' 1/4' 410 SS GateFlex Steel Stud, Gr. 33 nom. Unwonted CMU, (AS1M 0.90) Cmtcrete (min. 3.35 kel) 2-U2" 0.048 (18 Gal • 1.1/4' 8' 12' 1' 1.314' 12' 114' Steel Mason 000/8810 Men. 2.85 Eel) 1' 1.3/4° 12" Connate (rain. 2.85 Ungraded CMU, (AVM Grouted CMU. (ASS/ C•90) 2 -172' 1-3W 12' 2 -112' 1-1/4' 12' 2 -112' 1314' 12' 5/18° Steel Ullman Concrete (m§+. 3.5 keg 1 -1/4 1.3/4' 12' Grouted CMU, (ASTM C-90) 2 -1M' 1414' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS MX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2°. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLI) CONCRETE. WOOD BUCKS DEPICTED AS '2X* ARE 1 -112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SCE TO PROVIDE FULL. SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. PRODUCT RENEWED ee complying mid. t the Florida AeoNo 11 .....flit2Q1. 2. ©J n FIN INSTALLATION cot .ON Muss 1b LYNN 4,1, y10ENse �'• .Fill .� No. 58705 STAT A LYH N EULa. F.E. P.E.d 68705 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90° CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT TABLE 12 EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAMEASSEMdRY ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET ANDIOR SEALANT EQUAL -LEO FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN} OR CORNER KEYS AT SCREW BOSSES. SEALANT AT AU. CORNERS item 0 POT Part 42630 Description angel Frame Material Alum. 608346 4286 Equal -leg Frmme Alum. 6063-T6 3 4256 Integral Fin Frame Alum. 608346 4 4255 7118 LemL Glass Beading Alum. 806375 6 4264 LG. Glass Bing Alum. 6063 -Tb 6a 4270 hatakati n Fastener Carr Alum. 608375 6b 4224 lostefation Fastener Cow Rigid PVC 10 70560C Gasket (at $0' corner joints) Polyethylene 11 TP24718 Vinyl Bulb Wealherstdp Flex PVC, Duro. 85 +1 -1 13 Dow 889, GE 7700 Silicone or Egtd 20 71662K Setting Block, Mono. 3/16" x 7M8•• x 4' Neoprene, Qrro. 55 +/ -1 21 71704AK Setting Block. LG. 3116' x 1 -3132' x 4" Neoprene, Quo. 85 +1 -1 22 WRAK718 7116° OureSeai Spacer 29 x 1 -114" FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Steel .004' 2.-. -t I"'- -- A A .074° I I .062" FLANGE FRAME #4253C, 8063 -T5 .878' .060' 7/16" tAMI °GLASS BEADING #4255, 6063-T5 .004' 2- '�il...— .014` 1.375° Aar 0 EQUAL -LEG FRAME #4285, 6083 -T5 ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS .876" { 6 — it .060" I.G. GLASS 5 BEADING #4254,8063 -T5 Aso° — INSTALLATION °FASTENER COVER #4270, 6063 -75 RENTD its complying PRODUCT v WE Florida Building / Aec;Atnsce No .. ° ... tuni tt M z 0 C9 2 O O 3 z_ w X L anu 4 o 8 8 0 z 0 Fri O .moo d 0N ONO 0 0 Tows 0 non Rq ostql "WOE * No. 58705 • �'• � b13 ' ry STAT : 1 /i'SiONAt -r `'`• A. LYNN MILLER PE. P.5.0 58700 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA —Product Control Section 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 state]. 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 within their jurisdiction. PERA 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: Series "HR- -710" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, LABELING: Each unit shall bear a permanent label with the manufacturet's 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 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 No. 11- 0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA .. PRODUCT CONTROL SECTION 11805 SW 26" Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315-2599 www.miarnidade.nov/oora/ mADL COUNTY APPROVED NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Mum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01 /2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted wider NOA No. 07- 0815.09) 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and-per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) E -1 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11- 0630.02) 5. Laboratory compliance letter for Test Report No. FTL- -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) E -2 • Jaime D. Gascon, P. . Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmund() Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11 -0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I ", approved on 08/18/2011 and expiring on 12/21/2016. E -3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 51W LAN CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. C. 5/18° LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118' LAMI CONSISTING OF (2) LITES OF 3M8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 71W LAMI CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) UTE OF 3M8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. TM LAMI CONSISTING OF (2) UTES OF 3/1W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/W OR 3/16" ANNEALED (MIN.) GLASS, 5/18° OR 3/W AIR SPACE AND 5118' LAM CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/1W LAMI IG: (1) LITE OF 1/W OR 3M8° ANNEALED (MIN.) GLASS, 511W OR 31r AIR SPACE AND 6/18" LAMI CONSISTING OF (1) UTE OF 1/W ANNEALED GLASS AND (1) LITE OF 1/W HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAN IG: (1) UTE OF 1/W OR SMe ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5118" LAN CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/1W LAMI IG: (1) LITE OF 1/8" OR 3/18° ANNEALED (MIN.).GLASS, 3M8" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16° LAMI IG: (1) LITE OF 1/8" OR 311W ANNEALED (MIN.) GLASS, 3/18' OR 1/4" AIR SPACE AND 71W LAMI CONSISTING OF (1) UTE OF 3/1W ANNEALED GLASS AND (1) UTE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LANAI 10: (1) UTE OF 1/8° OR 3/18' ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7M8° LAMI CONSISTING OF (2) LUTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O_7C XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HA$ NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL•4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03. 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). A 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. Awed PA uses 10/17/11 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS____2 DESIGN PRESSURES..._3 ELEVATIONS...-..----4 VERT. SECTIONS 5 HORIZ. SECTIONS6 PARTS UST 6 EXTRUSIONS—.... ......... 7 CORNER DETAIL..„ 5 ANCHORAGE. .. ....... 8-11 Rolskorc FBC2010 CODE CHANGE J.R Rood Bp FA warner FA Cabs 8/20111 Ogee 4/15107 Daft 2/2818 Ae tstong D R»hhm C ADDED :SOAP TO BE 7EMPD *SOFT NOTE ADD FA.8990TONO7E878C/1 NOTES 70 CURRENTEDIT. asaba8r J.J. Daft 1870 TECHNOLOGY DRIVE NOKOMIS. FL 34.276 P.O. BQX 1829 NOKOMIS, FL 34274 12 GT GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT findwatedt ERTIO &MR left* NTS I 1 d 11 4127-10 I E ..?*/ NSF 'MC * ; No, 58705 ' /1`/s1S�ONA'NO` A. LYNN P.E. P.E0 88786 1/2" NOM. GLASS BITE 60,61,62 12° NOM. GLASS BITE -a— ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS Lil ° •_•. GLASS BITE 0 66,67,68,68,70,71 C] EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 12" ANNEALED OR HEAT STRENGTHENED GLASS 8118° LAMINATED 5/16° OR 3/8" AIR SPACE 1/8° OR 3/16° ANNEALED OR TEMPERED GLASS ^p 13/16° NOM. 13/16" LAMI IG GLASS W/ 6/16" LAMI 12° NOM. GLASS BITE (72,73,74,75,76,77) -a-- 3/18" ANNEALED OR HEAT STRENGTHENED GLASS -- .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8° or 3/16" ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. ex J.4 Hew me J.R. Reset* FJC sex FJC Des 10/17/11 Deco 6sor OYBr 4'1&/07 Dew Retest NO CHANGE 1HIS SHEET 0 Rowan C pox J.J ADDED 10 CAP TO RE WAVERED (+hSOFT NOTE NO CHANGE THIS SHEET BSI 1070 TECHNOLOGY DENS NOKOMS, FL 34275 P.O. BOX 1520 NOKOMIS, F134274 j T .LAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1' ' Bat" HMO I Fun 12 d 11 I 4127-10 I E PRODUCT REVISED as complying with to Fleas IBap4htgCada Aloe • ``l ttllll ll !!I� ,,`‘0 LYNN 41.41 4.1/, is No. 58705 .�c , STA5 ., '' / //%38 /O NAi- A. LY k P.E P.5.0 88705 TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS IN/SAME DLO ARE 1" SMALLER) FOR INSTALLATION THE HVHZ ABOVE 30 L HAVE AS a - TEMPERED LG. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 60 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 108318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +50.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UPT0117" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 88 7/16" A,B C, G,H,I +60.0 -60.0 TO 887116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 80" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0- +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 ODUCT REVISED as p+ inuogcaAe ` i6o . " "" ° "N" ,,;# r 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C'D'E'F' I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XO)9, FTL -4859 (OX & XO) AND FTL -5330 on, . ," " '"~ 11,,o A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5116" LAM! - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16 HS, .090, 3/16" HS) G. 13/16" LAMI 10-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8"A) H. 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 5118" OR 3/8" AIR SPACE, 5116" LAMI - (1/8 "A, .090,1/8 "HS) L 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG -1/8" OR 3116 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3116"A) K. 13/16" LAMI I0-1/8" OR 3/16 "A (MIN.), 3/16" OR 914" SPACE, 7/16" LAMI - (3/18"A, .090, 3/16"HS) L 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) ��tt ``•`x,1,0 EiiSF t•:. -'? '•' ., , ; s ,: ... * _ is No. 58705 i • _ : e„ 13•- 12` ' 1- =.�p �vg�st- -A1I�F : 24:� :O.t.•''•• FLORreP•'�G'..� ',''!cs4i�tOaaw i6E�``• P.E.aNM Br Dots " "' -17welgas NO CHANGE tomTECHNOWSYDRrve Na. m' ,a P T DESIGN PRESSURES r,t HORIZONTAL ROLLER WINDOW, IMPACT 1P/wae,, IR. c"„ MOM Revisit= �TEAC Regal* +c 41f&A07 �C ADD INTEGRAL FIN MEvxo08DPe awn Bp F.K Ds& 2/28!08 Cboakidelt .4. Dow Sr1300 I Visibly HR710 NTS 3 d 111 412740 E 27 3/8° MAX DLO VENT B r 54 5118" MAX DLO FIXED 0 X 110" MAX WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2 -114) 33 9/18° MAX DLO FIXED A 57 318" MAX DLO ALL FIXED LITES a 33 9/18" MAX. DLO VENT 0 B B 56" MAX DLO ALL VENTS 82" MAX I.F. FRAME ALL CONFIG. 83" MAX. FLANGE FRAME ALL CONFIG. C - " 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO Rr"4ro: DOR haft= J L 19/17/11 E NO CRONE THIS SHE&T RM4661 Deer 7b7pme: J.R. 829/11 O F.JC 4/1807 C mm* Owe *WWI* F/C Ei8/06 J.J. 27 3/8° MAX. DLO VENT 273/8" MAX. DLO FIXED i I X O X OM= GIMP �L 86 7/18° MAX WIDTH I.F. FRAME -+�I 7118° MAX WIDTH FLANGE FRAME 1 DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D -D (FRAME CORNER CONSTRUCTION) B NOMINEE TH :8HEET . 8/avu9 070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. DQX 1675 NOKOMIS. FL 34274 Bow ELEVATIONS Tin - ALUM. HORIZONTAL ROLLER WINDOW IMPACT ssr.recie mm One IiR7M NTS 4 r 11 4127 -10 E PRODUCTRIMBED as complying t8ew6 Flosidp Building Coda Accepter= No Ott I IIlIN,/ ,N% LYNN * • No. 58705 • • �STT -:._L ".::::16'... ,� FOR1.• �G• '`, �� ",,,/S� /O� NA -' ' A. L( A711d kh. P.E PE958705 MAX. HEIGHT FLANGE FRAME VENT DLO MAX. FIXED DLO Iri U- IV r1I INTERIOR I..-- MAX. FIXED DLO --I MAX. WIDTH (FLANGE FRAME) SECTION B-B 0 1, m SLBL.21 19: ..... DLO I (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION AMA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) Reerselltp J.J. a.aelc Strad Elp Omm§p F.K. Dar 10/17/11 Rodsbar NO CHANGE TKO SHEET ago 1 Ade 4/1&07 Oft 2 Remakes D R.Mme CtoolxlBy J.J NO CHANGE MX SH.E7 ADD INTEGRAL RVthRAMRITEMS41.42AND43AND VMS. Vaft 1070 TECHNOLOGY 00070 NOKOMIS. FL 34278 P.O. BQX 1929 NOKOMIS, FL 34274 I T ,Barter SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ass WOW I Half 6 a 11 I a 4127 -10 I E PRODUCT REVISED as comntylag with tto Florida Buddies Code 4 No Miami Dade Product Control 11 1 11111 `�'i`.•*),OENSF''•.F�Q * •• No. WO t, �� •'. S A OF • "FSSIONAL $ %%‘‘‘ A.111.411 MILLER, P.E. P.E.933708 2 3 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 I DW(Yi REV DESCRIPTION MAIL PLC# 4102 A FLANGE FRAME HEAD 6063 -T6 AL 61223.7' 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 #8 X 3/4 PH. PAN HEAD 7834AA 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 4137 SILL ADAPTOR 6063 -T6 AL 64137 4131 ROLLER TRACK 6063 -T6 AL 64131 71298 WEE' HOLE COVER POLYPROP. 71298 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 4002 A FIANGBFRAMEJAMB 6063 -T6 AL 612225 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 1155 #8 X 1.000 QUAD PN. SMS 781PQA 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 4054 B FIXED MEETING RAIL 6063HD -T6 AL 64054A 4066 WSTP.,.187 X .230, FIN SEAL 640660 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 1683 WSfP.,.250 X .270 BACK, FIN SEAL 61683G 225 -1 ROLLER HOUSING& GUIDE 42112HD 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 1235 WSTP.„170 X 270 BACK, FIN SEAL 675160 1096 SWEEP LATCH DIE-CAST 71096 1016 #8 X .625 PH. FL. SMS 7858 4126 SASH SIDE RAIL 6063 -T5 AL 64126 1683 WSTP.,250 X 270 BACK, FIN SEAL 616830 7070 BULB WEATHERSTRIP .187 X 275 67070K LIFT RAE. COVER CAP 74078 "C" L OR 4139 LF. FRAME HEAD 6063 -T6 AL 64139 4140 I.F. FRAME SILL • 6063 -T6 AL 64140 4141 L.F. FRAME JAMB 6063 -T6 AL 64141 GLAZING SIL ICONE, DOW 899, 995 OR EQUIVALENT 1224 VINYL GAZING BEAD BULB (THICK) 6TP247W,K 1225 VINYL GLAZINGBBAD BULB (THIN) 6TP248K 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 4044 B (RAZING BEAD -5/16" W /GRILL KIT 6063 -T5 AL 644703 4222 A GLAZING BEAD -7/16" 6063 -T5 AL 64222 985 C GLAZING BEAD- 7/16" W /GRIIL KIT 6063 -T5 AL 6985 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 GLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) " 5/16" LAMI (1/8" A, .000 PVB, 1/8" I-IS) ° 5/16" LAMI (1/8" HS, .090 PVB, U8" RS) 7/16" LAMI (3116" A, .090 PVB, 3/16" A) • 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ITEM DW( REVI DESCRIPTION I MAIL I P421W 66 GLASS, 13/16° LAMI 1G4/8"A (MIN.), 3/8 °AIRSPACE, 5/16" LAMI (1 /8"A, .090 PVB, 118°A) 67 ° 13/16° LAMI 1G -U8°A (MIN.), 3/8" AIR SPACE, 5/16° LAMI (1/8"A, .090 PVB,1/8°HS) 68 ° 13/16° LAMI Ia1 /8°A (MIN.),3/8" AIRSPACE, 5/16° LAMI (1/8"HS,.090 PVB, 1/8°HS) 69 13/16" LAMI 1G3/16"A (MIN.) 5/16" AIR SPACE, 5/16" LAMI (1/8°A, .090 PVB, 1/8°A) 70 13/16" LAMI IG•3/16°A ( MIN.), 5/16° AIRSPACE, 5/16° LAMI (1 /8°A, .090 PVB, urns) 71 13/16' LAMI I03/16 °A (MIN), 5/16" AIR SPACE, 5/16" LAMI (1 /8°HS, .090 PVB,1 /8°HS) n 13/16" LAMI 1G -1/8°A (MIN.), 1/4° AIR SPACE, 7/16" LAM1 (3/16°A, .090 PVB, 3116°A) 73 ° 13/16" LAMI IG•I /8°A (MIN.), 1/4° AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/169HS) 74 13/16" LAMI 10•1/8°A (MIN.), 1/4° AIR SPACE, 7/16° LAMI (3/16°15,.090 PVB, 3/16°HS) 75 13/16" LAMI I0.3/16 "A (MIN.), 3/16" AIRSPACE, 7/16" LAMI (3/16 °A, .090 PVB, 3/16°A) 76 13/16" LAMI I03/16"A (MIN.) 3/16" AIRSPACE, 7/16' LAMI (3/16 °A, .090 PVB, 3/16915) 13/16" LAMI 103/161 A (MIN.), 3/16" AIR SPACE, 7/16° LAMI (3/16°HS, .090 PVB, 3/16915) 90 1014 SCREEN PRAME(HOR & VER.) 3105 -HI4AL 91 1630 SCREEN CORNERKEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEYWIOUT RINCE POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EV1 PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD FM PVC 96 SCREEN CLOTH 0 1.988 I.F. FRAME JAMB #4141,0063 -T6 41 I.F. FRAME HEAD #4139, 606346 Rower Ronde): FJC brow* 101711 e1zv11 Dar 41$97 RtlB,r E NO CHARGE THIS SHEET Reekaz D Rr7d°s C ADDEO TMIN.T TOG1LASS TYPES Oft 22803 Ciudad* ADO f EMS41,4?849 3/23108 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. 8981020 NOKOMIS, PI -34274 Ps T VW* Batter 3.162 710 .F. FRAME SILL 34140,6063T6 PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 162710 I pais NTS 16 d 11 °�Q 4127-10 I E 0 LYNN R5 2 U :* 11�a LYMtlNo. BM12.. � 'STAT OF PE P.E.0 08708 J.J. Rosie BF J.R. 1.2 73 052 L� u 2.710_ O FLANGE FRAME HEAD #4102A, 6083 -T8 1173 .052 Aso jj k- i.451- O SASH STOP #4025, 8053 -T6 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .060 .878 1.098 i J 0 GLAZING BEAD, 5/16" #4044B, 6063-T6 (USED W! GRILL KIT) 10/1>M1 1.� k2.710� j 0 FLANGE FRAME SILL �J #4136, 6083-T8 O HORIZ. ROLLER TRACK #4131, 6063 -76 -►1 1.081 32 SASH MTG. RAIL #4005d,6083HS -T8 1.oae_N- --_.IT / O GLAZING BEAD 7/16" #4222A, 6063 -T5 52 37 0 FRAME SILL ADAPTER // #4137, 6083-76 1�c p+1.403 -► 17 FIXED MEETING RAIL #40548, 6083HD-T8 •291» -I SASH SIDE RAIL #4128, 6083 -T5 1.549 .060 -•-' 1.115 0 GLAZING BEAD, 7/16" #9853, 6063 -T5 (USED WI GRILL KIT) 678 O SASH STOP COVER #4053, 6063-T6 T 1.383 F..-- 2.784 .062 13 FLANGE FRAME JAMB #4002A, 8063 -T6 1.098 - j -� O GLAZING BEAU , 5/16" #40398, 6063.75 .678 I i- - i -1.o97 59 GLAZING BEAD, 13/16" #4087,8083 -75 NO CHANGE THIS SlEET 8P1011f 0 NO CHANGE MIS SHEET Rsadep FJC De+" Nolsbar NO CHANGE THIS SHEET D(m* Dam CbdadR, Dar FJC 228186 J.J. 929/06 1070 TECHNOLOGY DRIVE NOKOMIB, FL 3a278 P.O. BOXIEST NOKOMIS, FL 34271 PST EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT llobatketak HR710 1:41,4127- -10 I E ANCHOR QUANTITIES, XOX (114 -1/2 -1 /4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,KL ANCHOR TYPE, 2.3. WOOD 2. CON( 1, CON( 2,3, WOOD 2, CON( 1, CON( 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO 834 CRETE -FLEX 3 - #12 STEEL SCREWS (05) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE Yl( v H HEAD & SILL HEAD & SILL 4 HEAD & SILL 4 HEAD & SILL 4 HEAD & SILL 1 HEAD & SILL a 2. GLASS LAMS- (1/8°.0,090,1/8° A) B. 5/16° LAMI - (1/8° A,.090.1/8° HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125 x 38.375 1+02+1 +02+1 2 1 +C2 +1+C2+1 2 1 +02 +1 +02+1 2 1+C2 +1 +C2 +1 2 1+C2+1 +02+1 2 1 +C2+1 +C2+1 C. 5/16" LAMI - (1/8" H3,.0s0,1/6" HS) 2 D. 7/16° LAMI - (3/16° A,.090, 3/18°A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1 +C2+1 3 1+C2+1 +C2 +1 3 1+C2 +1 +C3+1 3 1 +C2+1+C2+1 3 E .7/16°LAMI- (3/16"A,.090,3/18°HS) 80.828 1+C2+1+C2+1 3 1 +C2+1+C2+1 3 1 +02+1 +02+1 3 1+102+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 F 7 /16° LAMI - (3118" HS „090, 3/16° HS) G. 13116" LAMI 10 -1/8" OR 3/16" A (MIN.), 5/16° OR 318" SPACE, 5/18° LAMI - (1/8° A,.090, 1/8" A) 54.000 1+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +(2+1+02+1 3 1 +02+1K2+1 3 H. 13/18° LAMI 10 -1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/18" LAMI - (118" A,.080,1/8° HS) 60.000 1 +C2 +1 +02+1 3 1+C2+1+C2+1 3 1 +C2 +1 +02+1 3 1 +0x+1 +C2 +1 3 1 +(x+1 +0x+1 9 1 +C2 +1+(x+1 3 I. 13/16° LAM IG -1/8" OR 3/18" A (MIN.), 5/16° OR 3#3" SPACE, 6116° LAMI - (1B° HS..090,1/8" HS) J. 13/16" LAMI 10 - 1/8° OR 3/16' A (MIN.), 3/16° OR 1/4" SPACE, 7/16" LAMI - (318' A,.090, 3118° A) 83.000 1+C2+1+C2+1 3 1 +C2 +1+02+1 3 1+C2+1 +02+1 3 1 +02+1 +C2 +1 3 1 +02+1 +02+1 3 1+C3+1+C3 +1 3 K. 13116" LAM 143 -1/8° OR 3/18° A (MIN.), 3116° OR 1/4° SPACE, 7/16° LAM 1- (3/16' A °090, 3/16" HS) 80.000 x 38.378 1 +02 +1 +0x+1 2 1 +02+1+02+1 2 1+0x+1 +02 +1 2 1 +02 +1+(x+1 2 1+(x+1 +0x+1 2 1+02+2+02 +1 2 L 13118° LAM IG -1/8° OR 3118° A ( MIN.), 3/16" OR 1/4° SPACE, 7/18° LAMI - (3118° HS,.090, 3/16" HS) 48.000 1 +C2 +1 +62+1 3 1+C2+1+C2+1 3 1 +C2+1+C2+1 3 1 +02+1 +C2 +1 3 1+(2+1 +02+1 3 1+02+2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 56825 1 +02+1 +02+1 3 1+02+1+C2+1 3 1 +02+1+02+1 3 1 +C2+1 +C2+1 3 1 +02+1 +C2+1 3 1+02+2+02+1 3 DIMENSIONS. FOR WINDOW SG'ES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1 +C2 +1 +02+1 3 1 +C2 +1+02+1 3 1 +62+1 +C2+1 3 1+02 +1 +C2+1 3 1 +02+1 +02+1 3 1 +(2+2+(2+1 3 HEAD & SILL: 10111 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+02 +1 +02+1 3 1 +(2 +1+02+1 3 1 +(2+1+(2+1 3 1+02 +1 +132+1 3 1+C2+1+(2+1 3 1 +C3+2+C3+1 3 283/4° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS NERS AN AND 221/2° MAX. O.C. 83.000 1 +0x+1 +(2 +1 3 1 +C2 +1 +C2+1 3 1 +02+1 +02 +1 3 1+(2 +1+(2+1 3 1 +02+1 +(2+1 3 1 +03+2+03+1 3 TABLE KEY: 74.000 x 38.378 1 +02+2 +02+1 2 1+02+1+C2+1 2 1 +02+2+02 +1 2 1+02+2+02+1 2 1+C2+2+C2+1 2 1 +02+2+03+1 2 X 0 A 48.000 1+102+2 +62+1 3 1+C2+1+C2+1 3 1 +(2+2+02+1 3 1+02+2+(2+1 3 1 +02+2+0x+1 3 1 +(2+2+(2+1 3 11+03+4+C3+11 3 (-,- -ANOHOR QUANTITY PER JAMB 00.825 1 +C2 +2 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +2+02+1 3 1+02+2+02 +1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +(2+2+02+1 3 1 +(2+1 +02+1 3 1 +02+2 +02+1 3 1+02 +2+(2+1 3 1 +(2+2+(2+1 3 1 +03+2+03+1 3 A CLUSTER OF' (3) ANCHORS CENTERED 60.000 1 +02+2+0x+1 3 1 +02+1 +02+1 3 1 +02+2 +02+1 3 1+C2 +2+(2+1 3 1 +02+2+(x+1 3 1 +03+2+0x+1 3 AT HOR AT EACH RAIL OPERABLE VENT ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 83.000 1 +02+2 +01+1 3 1 +02+1 +02+1 3 1 +C3+2+C3+1 3 1+03+2+03+1 3 1 +02 +2+(2+1 3 1 +03+2+(3+1 3 84.000 x 38.375 1+02 +2+02+1 2 1 +C2 +2+(2+1 2 1 +02+2+C2+1 2 1+C2+2+C2+1 2 1 +C2 +2+02+1 2 1 +02+3+(2+1 2 48.000 1 +(2+2+02+1 3 1+C2+2+C2+1 3 1 +(2+2+(2+1 3 1 +02+2 +(2+1 3 1 +C2 +2+02+1 3 1 +03+3+03+1 3 50.625 1 +C2+2+C2+1 3 1 +02+2+02+1 3 1 +(2+2+(2+1 3 1+02 +2+02 +1 3 1 +02+2 +02+1 3 1 +C3+3+C3+1 3 84.000 1 +02+2+(2+1 3 1 +(2+2+02+1 3 1 +02+2+02+1 3 1+02 +2+02 +1 3 1 +02+2+02 +1 3 1 +04+3+04+1 3 25 3/4" max. 1-.-3° MIN. 80.000 63.000 1+02 +2+02+1 1+02+2+02+1 3 1 +02 +2+02+1 3 1 +C2 +2+C2+1 3 1 +03+2+03+1 3 1 +03+2+03 +1 3 1 +03+2+03+1 3 1+03 +2+C3+1 3 1 + 0 1 + 2 + 02+ 1 3 1+02+2+02+1 3 1 +C4 +3+04+1 3 1 +04+3+04+1 3 PRODUCT as complying with the Florida Radius Coda Aucpxdloallo t 3 t 11 X -� t i t 1 tot O t X 108.375 x 38.376 1 +02+2+02+1 2 1+02+2+02+1 2 1 +0x+3+(2 +1 2 1 +C2+3+C 2+1 2 1 +(2+3+02+1 2 1 +02+4 +02+1 2 48.000 1 +02+3+02+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +02+3+(2+1 3 1+3+4+03+1 3 MTG. RAIL TYP.- CLUSTER WI QTY. OF (3) ANCHORS 50.625 1+(2+3+02+1 3 1 +02+2+02+1 3 1+03 +3+03+1 3 1 +03+3+03+1 3 1 +C3+3+C3+1 3 1 +03+4+03+1 3 EXAMPLE 64.000 1 +C3+3+C3+1 3 1+02+2+02+1 3 1 +C3 +3+03+1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1 +C4 +4+04 +1 3 IN TABLE KEY ABOVE) MAX. 8 0.000 1+03 +3 +03+1 3 1 *(2+2+0:2+1 3 1 +04+3+04 +1 3 9 +C4 +3 +04+1 4 1 +03 +3+03+1 3 1 +04 +4 +04+1 3 .._: lllll i, 63.000 1 +C3 +3+03+1 3 1 +02 +2+02+1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +04 +3+04+1 3 1 +65+4 +05+1 3 25 34° I 111.000x 38.375 1 +02+3 +02+1 2 1 +02 +2+02+1 2 1 +02+3+C2+1 2 1 +02+3+(2+1 3 1 +(2+3+(2+1 2 1 +02+4+(2+1 2 I ,�(��3°M� 1� N' 48.000 1 +02 +3+(2+1 3 1 +02+2+02+1 3 1 +(3+3+(3+1 3 1 +03+3+03+1 3 1 +02+3+(2+1 3 1 +03+4+133+1 1 3 9' REF. I 141 I I I 1 1011 t X r \o\It ``%∎N ONV LYNN /1,'///, � ` �I'�; 'y\C587i•.. P �� *' No. 58705 ' - = =-O -3 -7,1 � 2, ItI) ; g5 STA E "F ....,Q.,"... • %��SS.' ORIDP•. G`' .• •,�, /p I 101% A LY � PP 50.625 1 +(2+3+(2+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +03+3+03 +1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 •• X 54.000 1+(/3+3 +03+1 3 1+02+2+02 +1 3 1+03+3+03+1 3 1 +03+3+06 +1 3 1 +03+3+03+1 3 1 +04+4+04 +1 3 �� 60.030 1+03 +3+03+1 3 1 +(2 +2+(2+1 3 1+04 +3+04 +1 3 1+04 +3+04 +1 4 1+03+3+03 +1 3 1+C4+4+C4+1 3 MTG. RAIL, TYP.- 63.000 +C3+3+C3 +1 3 1 +C2 +2+(2+1 3 1 +04+3+04 +1 3 1 +04 +3+04 +1 4 1 +04 +3+04 +1 3 1 +03+4+0+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS xawep J.J. aerr 10!17/11 E NO CHANCE THIS SHEET m.ea�x ANCHORAGESPACING,XOX(1 /�4 - ?/2 -9/41 Rmdex • J.R. Der 600/11 ,a, x 0 10701ECHrypUppyDRIVE ADDED 10 CAP TORE TSV6HiIDB *SOFT NOTE Noxomna,R.are7I mx HORIZONTAL ROLLER WINDOW, thscliIs PJC 446/07 C UPDATE TABLE 4, SELECT VALUES DUE WNJ 1ORCAP.AUL PA.BQX132B Om,* PA amid* I xxxtoetl8, FL 34274 VL*/b(r Bettor HR710 I NTS 8 b 11 I 4127 -10 I E ANCHOR QUANTITIES, XOX (113°113 -113) WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,K, L ANCHOR TYPE' & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2. CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE vU HEAD & SLL HEAD& SILL HEAD & SILL HEAD & SILL rA HEAD & SILL / HEAD & SILL 48.080x 38.375 48.000 80.625 54.000 60.000 63.000 1+02 +1+02+1 2 1 +02 +1 +C2 +1 2 1+02+1 +02 +1 2 1 +C2 +1 +02+1 1 +02+1+02 +1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 3 1 +(2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +132 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1+02 +1+02+1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2+1 3 1+02+1 +02+1 3 1+02 +1 +C2 +1 3 1 +02 +1 +C2+1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02+1 +02 +1 3 1+02 +1+02+1 3 1 +02+1 +C2 +1 3 1 +C3+1+C3+1 3 83.125 x 38.375 48.000 60.828 54.000 80.000 83.000 1 +02 +1 +02+1 2 1 +C2 +1+02+1 2 1+02+1 +0+1 2 1 +02 +1+02+1 2 1+02++1 +02 +1 2 1+02+1+02 +1 2 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +0+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +0+1+C2+1 3 1 +02+1 +0+1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1+02 +1 +02 +1 3 1+02+1 +C2 +1 3 1+(2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1403 +1 +03+1 3 1+02 +1+12 +1 3 1 +C2 +1+02+1 3 1 +C2+1 +C2 +1 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1+03 +1 +0341 3 60.000x 38.375 48.000 50.628 64.000 6.000 83.000 1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 2 1 +C2 +1 +02+1 2 1+02+1+02 +1 2 1 +02+1 +02 +1 2 1 +(2 +1402 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1402 +1 3 1 +02+1 +02+1 3 1 +01+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02+1 '3 1+02 +1 +0+1 3 1+02+1 +02+1 1+C2+1+0+1 3 1 +C2 +1 +0+1 3 1 +C2 +1 +02+1 3 1402 +1 +(0+1 3 1+03 +1+03+1 3 1 +00 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1+02 +1+02+1 3 1+ 2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +02+1 +02+1 3 1 +03+1+03+1 3 6&030x 38.376 46.000 60.625 54.000 80.000 83.000 1 +02 +1 +02+1 2 1 +02+1+0 +1 2 1+02+1+02+1 2 1 +0+1 +02+1 2 1 +C2 +1+(2+1 2 1 +C2 +1 +02+1 2 1 +C2 +1+02 +1 3 1+02+1+02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1+02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +03+1+03!1 3 1 +C2 +1 +02 +1 3 1+01 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1 +03+1+03+1 3 1 +C2 +1 +02 +1 3 1 +01 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +03+1+03+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03 +1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +02+1 3 1+(3+1 +03+1 3 74.000 x 38.375 48.000 50.825 54.000 60.000 83.000 1 +C2 +1 +C2+1 2 1 +02 +1 +02 +1 2 1+02 +1 +02+1 2 1+(2+1 +02+1 2 1+02 +1 +0+1 2 1 +C2 +1 +02+1 2 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 1+02+1 +02+1 3 1+03+1 +03+1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +03+1+03 +1 3 1+02 +1+C2+1 3 1+02+1 +62+1 3 1 +02 +1 +0+1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1+03 +1+03+1 3 1+02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +03 +1 +03+1 3 1+02 +1 +02 +1 3 1 +03+1+03+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03 +1 +03+1 3 1 +03+1+03+1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 84.000x 38.375 48.000 50.825 84.000 60.000 63.000 1 +C2 +1 +C2+1 2 1 +02+1 +02 +1 2 1+02 +1 +02+1 2 1+(2+1+02+1 3 1 +02+1 +C2 +1 2 1 +02 +1+02+1 2 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 1 +02+1 +02+1 3 1 +C2 +1+(2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +03+1 +C3 +1 3 1 +03+1 +03+1 3 1 +02+1 +(2+1 3 1 +03+1 +03+1 3 1+ 2 +1 +C2 +1 3 1 +02+1+{2+1 3 1 +03+1 +03+1 3 1+03+1 +03+1 4 1+03+1 +03+1 3 1 +03 +1+x+1 3 86.437 x 38.375 48.000 80:625 54.000 60.000 63.000 1 +03+1+03+1 1 +C2 +1 +02+1 3 1+02+1 +02+1 3 2 1 +02+1+02 +1 2 1+03+1+03+1 1 +02 +1 +02 +1 3 2 1 +C3 +1 +03+1 4 1 +02 +1 +02+1 3 1 +03+1 +C3 +1 3 1 +04+1+04+1 4 1+02 +1+02+1 2 1 +02 +1+01 +1 2 1 +01+1 +02+1 3 1 +02 +1 +0+1 3 1 +0+1 +0+1 3 1 +02 +1 +02 +1 3 1+02+1 +0+1 3 1 +03+1+03+1 3 1 +02 +1 +02+1 3 1 +02+1 +(2+1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +(2+1 3 1 +03 +1 +03+1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +C3+1 +0341 3 1402 +1 +02 +1 3 1+02 +1+02+1 3 1 +03 +1 +03+1 3 1+03 +1 +03+1 4 1 +03+1 +03+1 3 1 +04+1 +04 +1 4 1 +(3+1 +03+1 3 1 +0 2 +1 +02+1 3 Mood* Deo aae4a,e J L 1011701 E NO CHANGE 7HIS SHEET Amodfig r.R. FJC FJC 6/20/11 Delfc 4HN17 2 firdkom D ADDED IG CAP 1OSE7EMPERED +SOFTNO7E limAkac Chwasdft C . 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1+03+1 3 1 +04 +1 +04+1 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" 0.00 TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: Op A. 5/16° LAMI - (1/8" A „000. W A) B. 5116° LAMI - (1/8° A .090, W HS) C. 5/18° LAMI - (1/8" HS,.090, VW HS) D. 7/16° LAMI - (3MrA,.090, 3/18°A) E. 7M 6° LAMI - (3M6° A,.090, 3/16° HS) F. 7/16" LAMI - (3/18° HS,.090, 3/18° HS) G. 13/18° LAMI IG - iir OR 3/16° A (MIN.), 5/W OR 3/8" SPACE, 5/16° LAMI - (1/8° 0„0310,1/8" A) H. 13/16° LAMI IG - 1/8" OR 3/18° A (MIN.), 5/16' OR 3/8° SPACE, W16° LAMI - (1/8" A.090, HS) I. 13/16° LAMI IG -1/8' OR 3/18° A (MIN.), 6/18° OR 3/8" SPACE, 6/16" LAM - (118° HS,.090,118° HS) J. 13/16° LAMI IG -1/8° OR 3/18° A (MIN.), 3/16° OR 1/4" SPACE, 7/16" LAMI : (3rir A,.090, 3/16° A) K. 13/16° LAMI IG -1/8° OR 3/18° A (MIN.), 3/16" OR 114° SPACE, 7118° LAMI - (3116" A,.090. 3/16° HS) L. 13/16" LAM* - 1/8° OR 3/16" A (MIN.), 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/18' HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - I. SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX O.C. TABLE KEY: X 0 X I1 +03+1+03 +1 ! 3 I--.- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) i I25 3/4 MAX. MIN. 1� l Iil 1 141 1 9" REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 253/4" MAX. "MIN. L MIN I 1111 1 . 1111 1- 9° REF. X O X MTG. RAIL TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 070 TECHNOLOGY DRIVE NOKOMIS. FL34275 UPDATE TABLE B, SELECT VALUES DUE TO ANCHOR CAP. ADJ. P.O.SQX182E NOKOMIS. FI. 34274 2 PIG" ANCHORAGE SPACING, XOX (113- 9/3 -1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ad eEam /710 was NTS a.* �� 9 a 11 4127 -10 ....73 ' C 't"14--....1 e,...::.: "":';1.1;x11141AILIgiLPV::E‘‘‘ ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE g v WdH Xa5 zy _O Q o!f e6 OO oO 37.000 x 38.375 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +02+1 2 1 +02+1 2 1 +C2 +1 2 48.000 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1 +02+1 3 1 +42+1 3 1 +C2+1 3 50.625 1 +C2 +1 3 1 +02+1 3 1 +02+1 3 1 +C2 +1 3 1 +42+1 3 1 +42+1 3 54.000 1 +02 +1 3 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1 +C2+1 3 1 +C2 +1 3 60.000 1 +42+1 3 1 +02+1 3 1 +43+1 3 1 +C2+1 3 1+C2+1 3 1 +03+1 3 63.000 1 +C2 +1 3 1 +02+1 3 1 +43+1 3 1 +02 +1 3 1 +02+1 3 1 +03 +1 3 48.000 x 38.375 1 +C2+1 2 1 +C2+1 2 1 +02+1 2 1 +02 +1 2 1 +C2+1 2 1 +C2 +1 2 48.000 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1 +02 +1 3 1+42 +1 3 1 +C2 +1 3 50.625 1 +C2+1 3 1 +02+1 3 1 +43+1 3 1 +02 +1 3 1 +42+1 3 1+43 +1 3 54.000 1 +42+1 3 1 +42+1 3 1 +03+1 3 1 +42+1 3 1 +42+1 3 1 +C3+1 3 80.000 1 +43+1 3 1 +C2 +1 3 1 +03+1 3 1+43 +1 3 1 +02+1 1 +43+1 3 63.000 1 +03+1 3 1 +C2 +1 3 1 +03+1 3 1 +43+1 3 1+02+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.825 54.000 60.000. 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 1 +42+1 1 +C2+1 1 +43+1 1 +03+1 1 +43+1 1+02 +1 1 +42+1 1 +43+1 1 +C3 +1 1 +43+1 1 +43+1 2+02 +2 2+02 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 1 +42+1 1 +02+1 1 +C2 +1 1 +C2 +1 1 +42+1 1+03+1 1 +02 +1 1 +02+1 1 +C2 +1 1 +02 +1 1 +03 +1 1 +03+1 1 +42+1 1 +C2 +1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 1 +C2+1 1 +C3+1 1 +C3 +1 1 +03+1 1 +43+1 1 +C4 +1 2 +C2 +2 2 +43+2 2+43+2 2+43+2 2+44 +2 2+04 +2 2+C2+2 2+43+2 2 3 3 3 3 3 2 3 3 3 4 4 3 3 1 +C2+1 1 +02 +1 1 +42+1 1 +03+1 1 +43+1 1 +43+1 1 +C2 +1 1 +C2+1 1 +43+1 1 +C3 +1 1 +43+1 1 +03+1 2+42 +2 2 +C2 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 1 +C2+1 2 1 +C3 +1 1+02 +1 3 2 1 +02 +1 3 1 +43+1 3 1+42 +1 3 1 +43+1 1+02+1 3 1 +C3+1 3 1 +02+1 3 1 +C3 +1 3 1 +43+1 3 1 +04 +1 3 1+42 +1 2 2+42+2 2 1 +C2 +1 3 2+43+2 3 1 +42+1 3 2+43 +2 3 1 +42+1 3 2+03+2 3 1+C3+1 3 2+04 +2 4 1 +03+1 3 2+04 +2 4 1 +02+1 2 2 +02+2 3 2+03+2 4 1 +C2 +1 3 2 +43+2 3 2 +C3 +2 4 2+43+2 4 1 +02 +1 3 2+03+2 4 2 +03 +2 4 2 +C3+2 4 1 +43+1 3 2+04 +2 4 2+03+2 4 1 +03+1 4 1 +C3 +1 3 2 +C4 +2 4 2+03+2 4 74.000 x 38.375 2+02+2 3 2 +02+2 2 2+02+2 3 2 +02 +2 3 2+02+2 1+02+1 1 +42+1 1 +C2 +1 3 3 3 2+C3+2 2+43+2 2+43+2 3 3 4 1 +43+1 3 2+44 +2 4 1 +03+1 JA amass J.R. 3 2 +C4 +2 4 2 48.000 2+03+2 4 2 +02+2 3 2 +43+2 4 2 +03+2 4 2+C2 +2 3 2 +42+2 2+43+2 3 4 50.825 2+43+2 4 2 +02+2 3 2 +03+2 4 2+43 +2 4 2+42 +2 3 2+43+2 4 54.000 2+03 +2 4 2 +03+2 3 2 +04 +2 4 2+03 +2 4 2+43+2 3 2+44 +2 4 60.000 2 +03+2 4 1 +03 +1 3 2 +04 +2 4 2 +03 +2 5 2+03+2 3 2 +04 +2 4 63.000 2 +03+2 4 1 +43+1 3 2+04 +2 4 2 +04+2 5 2+43+2 Aft 10/17/11 E 4 2 +04 +2 5 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO 5S4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 8/18" LAM! - (1/8° A,.090,1/8° A) B. 5/18° LAMI - (1/8" A..090.118" HS) C. 5116" LAMI - (1/8" HS,.080, 1/8" HS) D. 7/16° LAMI - (3/16" A,.090, 3/16° A) E. 7/18" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16° HS,.090, 3/16" HS) 0.13/16' LAMI 10 -1/8° OR 3/18° A (MIN.), 5/18' OR 3/8° SPACE, 6M8" LAMI - (1/8" A,.020,1/8° A) H. 13/16° LAMI 10 -1/8" OR 3/18° A (MIN.), 6/16" OR 3/8" SPACE, 8/16° LAMI - (1/8" A,.090, 1/8" HS) I. 13/16° LAMI ICI - 1/8" OR 3/18"A (MIN.), 8118° OR 3/8° SPACE, 6/15° LAMI -(1/8° HS,.090, 1/8" HS) .1.13/16° LAMI I0 -1/8" OR 3/18° A (MIN.), 3118° OR 1/4° SPACE, 7/18" LAM! - (3118" A,.090, 3/18" A) K. 13/16" LAM! IC -153° OR 3/18° A (MIN.), 3116" OR 1/4" SPACE, 7/18' LAMI - (3118" A,.090, 3/18" HS) L 13/18° LAMI I0 -1/8" OR 3/18° A (MIN.), 3/18" OR 1/4° SPACE, 7/18° LAM! - (3/18" HS „080, 3118' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX FROM CORNERS. JAMBS: 8° MAX FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X 2 +C3+2 3 - ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 18 314° MAX � 1 - -►{ 3° MIN. 9° REF. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 8" REF. 18 3/4° MAX. TYP 1+-3" MIN. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS NO CHANGE TH18 SHEET Oaffs 620/11 ftegskes 0 ADDED JO CAP 7O RE TEMPERED fa +SOFT NOTE FJC 4116107 C MELTABLE Srot; B SELECT VALUES CUE TOANCHOR CAP. ADJ F.K. 2128/fl J.J. 3123/08 1070 TECHNOLOGY ORNE NOXO4118. F1.34270 P.O. BOX 1229 NW:ONES. FL 94274 eiGy..ANCHORAGE SPACING, OX ANDXO ININDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT `"`'°' HR710 I NTS 110 d 11 I°�° 4127 -10 I E PRODUCT REVISED as complying with the Florida Banding Code Acceptance No Dam f%lrfAr MIMI Dads `\��YtLYNN/II'�,' -'A, OGENSF .,F1p * ° No. 58705 .,CCAs 0 mqRta10, .1 :NS.t"EG`` P.E.968705 MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 1 3/4° MIN. E.D. TYP. WOOD BUCK, NOTE 3 ' •� ; NOTE 1 CONCRETE ANCHOR, NOTE 1 /4" MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8° MN. 1/4° MAX. SHIM 1/4° MAX. SHIN -I --- 1 1/4° MIN. I (1.5 KSI CMU) 1111/! • !• '' a OR • PER NOTE 1 ° (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 1 3/8° MIN. OR 1/4° 584 CRETE -FLEX EMBEDED 1 3/4" MN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4° X. SMAHIM .• NOTE 1 • 1 3/4° MIN. MIN. 3.4 KS E.D. TYP. CONCRETE DETAIL C J1 Aft 10/17/11 2x WOOD BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS 13/4° EXTERIOR INTERIOR�% °• MIN. E.D (HE & SILL DETAILS A, B, C, D, G & H) INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM MN. • E V DETAIL H (HEAD) NAILING .131 DIA. MIN. x 212" NAIL AT CORNERS AND 8° O.C. TYPICAL DETAILS G, H & I NRODUCTREVISED as eomp4013YAh the FIosIda Coda AcwpmeroeNo 14.04- Zolia DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS 820111 4HSi07 Aft 21281()6 Itsofsbarg D C. NO CHANGE THIS SHEET NO CHANGE THIS SHEET r!d •c yy.r,_;q:p• 01.m0sp .K.IL ozsgo 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1829 NOKOMIS. FL 34274 ANCHORAGE DETAILS ilb ALUM. HORIZONTAL ROLLER WINDOW, IMPACT OehAblett 1804 theft HB/t a 11 1 4127°10 I E `�. "‘ • q •YNA., tM,i,d ' /4 ' :‘c• , % * * No58105 -pp yrn *I� A. LYNN M111.14, P.E P.E.# 8870E MIAMI COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 1 1805 S.W. 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590, F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w.miemidade gev/nera/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section 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 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 within their jurisdiction. PERA 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: Series "SH-700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "NI" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's 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 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 No. 11- 0405.10 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. iY11��y •:.•�. •TJ 6 APPROVED NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on :1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FM-4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmund° Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E -1 Ja meD.Gasco ,P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No.0S- 1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and struciural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2, Notice of' Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. E -2 Jaime D. Gascoli, P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 FGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL -4645, FTL -4649, FTL -4723, FTL -4947, FTL-4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 0.5-1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. E -3 , • Jaime D. Gasc i n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/18' LAMI CONSISTING OF (2) LITES OF 1B° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B 616* LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYEFL C. 618' LAME CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 718• LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 318° ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 718' LAMI CONSISTING OF (2) LITES OF 318° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIICEEPSAFE MAXIMUM PVB INTERLAYER. G.13118° LAM 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ® H. 13/18° LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 618° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.1318" LAMI IG: (1) UTE OF 1/8* TEMPERED GLASS, AN AIR SPACE AND 6/18° LAMI CONSISTING OF (2) UTES OF 1B" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116" LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS. AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 1318' LAMI 10: (1) LITE OF 1/8` TEMPERED GLASS, AN AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 318" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/18" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/18° LAMI IG: (1) LITE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 616° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX° (1/1, VIEW AND RADIUS TOP, AU. WI LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4848, FTL -4848, FTL- 4847, FTL -4848, FTL -4849, FTL -4850, FTL- 4861, FTL- 4723, FTL -4967, FTL -4958 AND FTL -6083. ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES.........._.1 GLAZING DETAILS._........2 DESIGN PRESSURES.......3 ELEVATIONS..................... 4 VERT. SECTIONS............. 5 HORIZ. SECTIONS.. „........ 6 PARTS LIST .......... 6 EXTRUSIONS ............7 CORNER DETAIL..—.-- 7 ANCHORAGE_............ 8-11 Sp Dee -"bares J..4 10/07/ 11 D 2010 F B C UPDATE wnae, Drs Mask= J.R. 04101/11 C L4NGWC.4PGL4SS 7WE 70 TEMPERED FROM HE D,naep Der IWO= CHANGE NO7ES3 &T ADD NOTE BADDCB.48$ TYPE M FA 11/13/48 B TO NOTE 1. OMENS OPTIONS ampere ar 00.53)10p Dm FJG 8N� J.J. 284107 FL OVA P.O. BOX 1640 NOKWdp, FL34274 GENERAL NOTES PcT ALUM. SINGLE HUNG WINDOW, IMPACT ViSibb Betmr BHT00 NTS �1 d 11 �m4040 -20 111 I I II Ml1(� ” 0105 - I -{ r 1/8" ANNEALED OR HEAT STRENGTHENED GLASS , -;I{ �i — .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOAH. 6116" LAMINATED GLASS o €i6,87,88 or 92 1/2° NOM. GLASS BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE.. UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. G] EXTERIOR INTERIOR (ALL SECTIONS) ..1r3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED AIRSPACE 1/8° ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 6/16" LAMI 3118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8" TEMPERED GLASS® 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Rawl "re w,41m" J L 10/07N1 b 1.R 0801N1 C aar 11/1368 osta ENOS ROR F.K Revbfoor 8 FA NO CHANGES MS SHEET CHANGED CAP GLASS TYPE TO7ENFERED FROM HS ADD HEWN TOWHLAN LG. MASS AAA &LAINMEO7E 8P 7 1070 TECHNOLOGY DRIVE NOKDMB, tx 3075 P.O. X 1678 MM US, FL 8404 i 14sibly Beyer GLAZING DETAILS 7- ALUM. SINGLE HUNG WINDOW, IMPACT esdrakat grim Fug 2 a 11 4040 -20 D o�� LYNN l(<'�i a ,. JGENS6 k : No. 68105 dC *IaN I_ Amp ,FSSiONA�.�` • A. LVIIGNMILLE P.E. FL P.E.# 58705 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH or 66" 88" 70" 72" 74° 76" 48" A,B,M +80,0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +60.0 40.0 60" A,B,M +80.0 40.0 +80.o 40.0 +80.0 .0.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +79.0 -79.0 62" A,8,M +80.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +78.6 46.8 +77.3 77.3 +75.8 -75.9 631/8" A,B,M +60.0 -80.0 +60.0 40.0 +79.8 -70.6 +78.2 78.2 +76.9 -76.9 +75.4 76.4 +74.0 74.0 UP TO 53118" C,D,1,F,G,H,I,J,K,L +80.0 40.0 +80.0 -80.0 +10.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 30 3/8" 44° 60 618" 63" 72" 74° 76" 48" A,B,M +80.0 40.0 +80.0 40.0 +1 .0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0. 50° A,B,M +80.0 -80.0 +80.0 40.0 +80.0 -90.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A•S,M +80.0 40.0 +80.0 -80.0 +80.0 40.0 +78.9 -78.9 +70.0 - 70.0 +88.8 .68.8 +67.6 -67.8 631/8" A.B M +810 -80.0 +80.0 40.0 +80.0 -80.0 +75.0 - 75.0 +88.0 48.0 +86.7 .68.7 +65.5 45.5 UP TO 63 U8" C.D.E,F,G.H,LJ,K,L +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH I GLASS TYPE 63 118" I D,E,F,J,K,L TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH* 76" FLANGED AND 76" INTEGRAL FIN) 17 118" 22 11/16" 28 3118" 33 3/4° 1 39 618° 44 13118" 50 318" 50 16118" +80.01 40.0 I_+80.01 -80.0 I +80.01 -80.0 I +80.0 I -80.0 I +70.0 1 70.0 I +70.01 70.0 +70.0 70.0 I +70.01 70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5118" LAM)- (1/rA,.090,1/6'A) F1L- 4847, 4848, 4723, 4957 B. 51W LAMA - (1/8°A,.090,118°HS) FU.- 4847, 4848 C. 6198' LAM) - (1/8°3. ,.090,1/8°HS) FTI.- 4647, 4848 D. 7/98° LAMA - (3!16'A,.090, 3/16'A) FTL- 4645.4886 E. 7/18° LAM) - (3/1(rA,.080, 3/16118) F IL -4845 F. 7/18° LAM)- (3/18'18,.080, 3/16148) FR.-4845 G. 13/18° LAMA I0 -1/8° T. AIR SPACE, 5118° LAMA - (1/8°A,.090.1/8"A) F1L -4846, 4723 H. 13/16" LAMA 10 -1 /8° T, AIR SPACE, 8/18° LAMI - (1/8"A,.090,118°HS) F7I. -4848 I. 13/16° LAMA IG -1/8 T, AIR SPACE, (116° LAMA - (1/8°HS,.090,118°HS) FTL -4848 J. 13/18° LAMINA - 1/8" T, AIR SPACE, 7/18" LAME - (3/16'A,.090, 3/16°A) FTL -4649, 4850 K. 13116" LAMA IG - 1/8° T, AIR SPACE, 7/16" LAMA - (3/16°A,.090, 3/16"HS) F1L -4849, 4850, 4988 L.13/16" LAMI 10.1/8° T, AIR SPACE, 718° LAMI - (3/16°HS,.090, 3/16'HS) FRL- 4849, 4850 It 13/18° LAM) Ki - 1/8"A, AIR SPACE, 8115" LAMA- (1/8°A,.080, 1/8°A)A F7L -5083 "O" MEETING RAIL "X" MEETING RAIL °X° NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" MINIMUM TO 39" MAX MUM. Ross c be* Baum" J"C . 1010/11 D CHANGES MX ET J.R .FJ6 046)Vi1 Dre 11/1.41108 saalkow C Reams S 10/0 TECHNOLOGY DRIVE CHANGED CAP GLASS TIPS TOTE MPEREDFROMHS WOMB, R. UM TO S COMM REMOVE VIEW SASH HTREF TAME& P0. F68:0 FORMAT 4 :talc T..! 2113/17 Virsibb Netter MI6= M04.480 camptying with the Volida Catlin COQ' - O Aagernmee No ```:" LYNN'A1 /„ // .: c . M gg o5 *• � DESIGN PRESSURES - %.�ic PcolopP +(7`• : A• LUM. SINGLE HUNG WINDOW, IMPACT �''isSIONA4 `.,`� erfolliat* Palk 07100 I NTS 13 O 11 '� 4040.20 I D A. FLLPP.E.# 58705P.E. F SEE DLO TABLE I SEE DLO TABLE (MAX.) F SEE DLO TABLE t 49 518' MAX. FIXED DLO (AU.) X j 481/4• MAX. VENT DLO (ALL) DETAIL A 1/1 O j B 631 ° MAX. FLANGED WIDTHA 621/8° MAX. I.F. WIDTH in SEE DLO TABLE X j B DETAIL D VIEW (CUSTOM SASH) J 75" MAX. I.F. HEI 20° SASH HEIGHT I t A SEE DLO TABLE f SEE DLO TABLE X j f A 75" MAX. I.F. HEIGHT SEE DLO A TABLE 78° MAX. FLANGED DETAIL B VIEW (STANDARD SASH) E1 SEE DLO 78' MAX. TABLE FLANGED HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S C) ARE BASED ON A THREE OVER TWO FORMAT. 75° MAX. I.F. HEI HT A 78' MAX. FLANGED HEI "HT SEE DLO TABLE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/18" B 41 5/8" 41 1/4" C 41 114° 40 7/8" D 52 5/8" 6211/18" E 52 1/4" 52 6/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3118" B 27 7/18° 27 1/8" C 27 7/16° 271/8" D 163/8° 163/4" E 16 318" 153/4" TABLE 5. PR aomWYk'B a�d6 the lid° Bulleog Cade Aamptenso No i1. 1�j, Read* flak pwaee L L 10107/11 D NO CHANGES THIS SHEET 1070 X1/11 0 NO CHANGES THMSHEET N t� ADD INTEGRAL RN (LF.)VERSON,CHG. NOTE S. ADD NOTE 4. P.D.KIXle* NOKOMIS. R.s6 A 11H9'08 EMS B seem Dag 253/07 P TELEVATIONS - ALUM. SINGLE HUNG WINDOW, IMPACT' bSbh B MVOO I NTS 14 a 91 cwt.*.4040 -20 D /6 FL P.E.9 58706 I-+- 2.754° ---►{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6' FROM EACH SIDE OF SASH. INSIDE MAX. EN . VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PART USED AN BASED ON SASH WEIGHT 9,10,11,154 MAX FIXED LITE DAYUGHT OPENING 2.710' MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A A INTEGRAL FIN (IF.) FRAME SECTIONS® MAX HEIGHT OUTSIDE MAX VENT DAYUGHT OPENING HIGH SILL HEAD JAMB OUTSIDE 2.710° ®I.F. FRAME -}� q OUTSIDE PRO TDUCT REVISED complying . tho Florida Building Cods Amputee No 2.330° (LOW SILL) SEE NOTE ABOVE ! SECTION B-B (LOW SILL SHOWN) J.J. grad* Ds* liwIskas 10/07111 D NOCHANAE87}ES SHEET ULTRALIFT ONLY 2.946' (HIGH SILL) RradByl .L2 0~1 �C No aim= MS SHEET Redeker 1W9/08 WI/OS cam..dar .GL ALTERNATE HIGH SILL 1070TECH NOL08Y ONIVE NOKOhIS.FLWAO ADDLF. SECTIONSO cONCSOLIDATESAL. QO ONBITS P.O. 11179 Dee i N0K01 FLES{t774 1/29/07 PST ULTRALIFT ONLY SECTIONS SECTION C-C RADIUS TOP (HEAD DETAIL- FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT Itas Half 6 „ I°.a°e°4040-20 0 ITEM 1 2 3 5 6 7 8 DWGL# DESCRIPTION 0 10 11 12 13 16 18 17 18 19 21 23 28 26 4002A FLANGE FRAME HEAD 1188 #8 X1.000 QUAD PN. SMS 4003C FLANGE FRAAE BILL (LOW SILL) 1828 . ADHESIVE OPEN CELL FOAMPAD 4004 FLANGE FRAME JAMB 4025 SASH STOi' 4026 SASH SLOP (EGRESS) 1.128 LONG 4029 SPIRAL. BALANCE, 31r, 818°, OR 11/18° 1080 BALANCE COVER, 318" OR EI8° X.280 PH.PN. SM8 BALANCE 00116M BRACKET 088/1088 SASH lOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL 1080-1 BALANCE COVER, 11/1(P 4053 SASH STOP COVER 4029 -1 SASH BRAOKT 27 28 30 31 34 1285 38 1822 36 1052 97 1224 38 1225 41 40398 42 4044B 44 4222A 46 9880 46 4087 47 4071A 48 4072A 49 4073A 50 40748 62 4009 63 1088 64 2740 68 1014 58 1830 67 1631 88 1073 59 1824 #8.32XIG9.G.PH.FH. TYPE F8.STL 4054C FRD WONG RAIL 40060 BASIL fOP RAll. 1236 VNsip.,.1$0 X.270 BACK, FIN SEA. 1095 OAP LATCH 1019 '1E X.626P11. FL. 4007 1SASH BOttOMRAJL (LOW SILL) 1228 WIXTP.A2.51 V511irt. 4008 SASH BIbA RAIL SASH FAQ GUIDE LAM SETTING BLACK 3132" X28/84" X1° LAM Ml SETTING BLOCK 1" 2314"X 1118' VINYL GLAZ. BEAD BULB (THICK) VWYw GLA2 BEAD BULB (THIN) GLAZING WAX 8118 LAM GLASS. 'GLAZING BE O, 8118 LAMVI&GRIJ. KIT GLAZING WAD, 7116• LAM GLAZING BEAD, 7118" LAM VBGRI.L KIT GLAZING BEAD. 13116' LAM LO. FRAME. LP. HEAD FRAM, I.F. LOWSILL FRAME, IF. HIGH BILL FRAME, IF. JANB SILL LATCH (EGRESS) (LOWSILL) SPRING. SILL LATCH (EGRESS) BILL LATCH (EGAEBS) (HIGH SILL) SCREEN FRAME (NOR. EVER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEY %/OUT RINGS SCREEN S RING SCREEN SPLINE -.138 DIA FOAM POW 012228 781POA 612228 7PAD1626 812227 812244 812244 BBALCVR916 7834M 7BALTBKT 42604 7SXIFPAX BBALCVR670 84063 7ULBRKT 7832X12FPFX 84054C 54008 870180 71028 7858 812230 812231 42801 71522K 71052K 61P247W,K 8TP248K 840396 844703 04222 8988 04087 84071 04072 64073 64074 784009 7SPRNG 82740 81014 71830 71831 WASP 61624K ITEM 60 61 \ 83 04 67 ® ss 89 70 80 81 82 ® 89 84 ® 85 86 87 88 ® 89 90 91 92 DMA 1838- - DESCRIPTION PCT# SCREEN SPLINE -.138 DIA HARD 608 1161 4051A SCREEN CLOTH GLAZING CHANNEL (.688 X.000) #6 X1.000 PH. BUGLETRK GLAZING TAPE,1116 Xi/2 -7110 UM CASH OM RAfL (HIGH SIL.L) 61635K 81810 6533402 708X1 620y151 14061 4050A FLANGE FRA VE SILL (HIGH SILL) SILICONE, DOW880, (HIGH OR EOUN. A GLASS, 8118° LAM. (1/e°A.090 PW,1m'A B. GLASS 8116" LAMS, (IIVASd90 PVE,1J8°I.HB C, GLASS. 5/18" LAM, (1I8`HS,.020 PV8,118"HS) D. GLASS, 7118° LM4, (1/8"A.090 P1/13,18" E. GLASS, 7118" LAM, (118"A.090 PAuctErt F. GLASS, 7118° LAAB, (mS 090 PVB,1/8'H6) 84050 0. GLASS, 13116' LAM 02; Wet WR SPACE, 8118' LAM, (118'A.090 PVB,1/864 H. GLASS, 13118° LAM 53;1/8°T, AIR SPACE, 8118° LAM, (1t$ °7409017Y6,I/81H L GLASS. isms" LAN 10;1t8°i', AIR SPACE, 8118° LAM, (1I8°HS,.090 PVB,1(81i ) J. GLASS, 13116" LAM 10;1(8�"t�,�WR SPACE, )116" LAM, (3/18"A 0 PV9,3116"A) K. GLASS, 13/18* LAM 10; 1/8°T, AI't APACE, 7/18° LAM, (3118°A.090 PVB,3!IrHS) L OLASS,13110° LAM I I18°T, AIR SPACE, 7118" LAM, (3(18°118,.090 PVB.3/1614S) M GLASS, 13/16" LAM 116"A M t S P A C E , $h16"L A (10M -011 PVB.1M'V _ _ W� 4y FRAME, I.F. HEAD ® #4071A, 8083 -T8 FRAME, .F. LOW SILL #4072A, 6063 -TO FRAME. .F. H OH SILL #4073A,6083 -T8 PARTS LIST NOKOW MECHNOLOOY ,SLUMS H Pc T ate, SLUMS jar. Os1bb Better OFRAME, I.F. JAMB #40746,8063 -T8 (USED AS RADIUS TOP HEAD) ALUM SINGLE HUNG WINDOINpwa,IMPACT Orkollarle woos I N78 18 all I 4040.20 b Ills s‘.104. 'MI[ ,,... .,Fq 010 No 1p 'pf8` O$FLp�t:45'P s' SSIONP\ A. LVIW4 MIII 'P.E. FL P.E.# 68706 O FLANGE FRAME HEAD #4002A, 6063-T6 1.749 2.710 O FLANGE FRAME JAMB #4004, 6083 -T5 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4054A,6083HD -T8® i 2.830 L .062 F+- 2.784• —j O FLANGE FRAME SILL (LOW) #40030,8083.78 —2-J33° HH.06e 11....„49° I---1.461-1 T OSASH STOP #4025,6083 -T6 1.707 23 SASH TOP RAIL 54006D,6063HS -T8 I•- 2.784 — ' I .0 FLANGE FRAME SILL (HIGH) #4050A, 6083-T8 I__1.513-.1 f.738 1 r.°40 I 17 SASH STOP COVER #4053, 6063 -T1 2.328 —.1 1.979 ® I.F. FRAME SEALANT ALONG ENTIRE JOINT II l I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .._1_ � 41 .6j7�8 7 1.098 -1-.--.4 1L— 1 GLAZING BEAD, 5/16° #40398,8063 -T5 —I 31 SASH SIDE RAIL #4008,6063 -T5 28 SASH BOTTOM RAIL (LOW) #4007, 6053 -T5 O SASH BOTTOM RAIL (HIGH) #4081A,6063 -TO O GLAZING BEAD 7/16° #4222, 6063 -T5 .878 .050. 1.1157' 47 45 GLAZING BEAD. 7/16° (USED WI GRILL KIT) .050 1.095 F - .( GLAZING BEA , 6/16` #40448,6063 -T6 (USED WI GRILL KIT) .678 1.097 GLAZING BEAD, 13/16" IG #4087, 6083-TO ItirsiBs, Odor Rabb= J..L 10J07/t1 0 NO CHANGES MS SHEET JJi 041WM1 C NO CHANGES MIS SHEET Oft *rigor 11/18A'B AK FIX OMES UPDATE FRAME C O W ER ASSEeteLY TOIN0t16ELF. Clatleditt AMLIPGRIDFITAl421ALLOY Dats 'J4 5/2$/57 1070 TECHNOLOGY DRIVE NOICONS, R. 34270 P.O. Mgt= NONOM 9. FL 34274 VWbly Betpel• EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT mry WOO I Half I �7 s 11 4040 -20 D 0 1 1 1 1 1 1 1 1 Isto. 58705 'I,,,SIONAk- " A. LYI I/MIL , P.E. FL P.E.# 58706 ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 48.603 52.603 58.603 64.603 76.000 --Z 30x6.- U t U §a §a0 U U U .-2 A §aAPOacoa U U U U O�Aa U U §NQ�Qao U U V U N6�Q3ONQ- U U 0 SSU 6 U §i§NQ�O U 0 U 0 WINDOW WIDTH GAS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 -112 1 71F-1 1 1 1 1 1 2 1 2 2 1 -Iii- 1 --i-2- 1 -2-5-2-i 1 1 1 1 1 212 1 212 1 212 1 212 1 2[2 _1 212 1 212 1 213 1 212 1 313 1 1 2 1 1 1 1 2 212 212 2 1 2 MN -11-2- 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 122222222122221222222 1 1 1 1 1 1 1 1 1 3 1 22313 _1 111 112 1111 2221 222212212212 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 x12 1 2 2 1 1 1 1 212 2.2 _1 212 1 2 2 1 212 1 -2-5 1 1 212 1 212 1 -212-2T2 213 1 1 213 1 1 1 112 111 112 112 112 112 212 213 313 212 313 ABM 1 1 1 2112121 1 1 1 2221[ 1 1 2 1 212 1 1 212 212 1 212 1 212 1 212 1 212 1 2[3 1 212 1 1 1 1 212 1 1 1 3[3 1121111 212 213 212 313 212 32.000 C,D,E,F,G, H,I.J,K,L 1 1 1 1 1 1 112 212 1 213-11-2 1 1 213 1 1 213 212 1 213 1 213 1 -212-2-12 1 2 313 1 212 1 313i{ 2 4 1 312 1 313 2 314 1 313 1 -4F4- 112 112 212-212 AB ,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 112 212 213 112 212 213 112 213 213 212 213 213 212 213 313 212 313 314 312 313 314 313 414 C,D,E,F,G, H,4J,K,L 1 212 1 1 -2Ti 1 1 1 2 1 1 2 1 2 iii" 2 1 2 2 1 2 -312 2 1 2 2 1 213 2 744 112 213 112 -iii- 213 212 2 3 213 212 213 213 2 3 314 213 314 313 314 315 AB,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 212 112 212 213 112 213 213 212 213 213 212 213 213 213 213 314 213 313 314 313 314 315 313 414 40.000 PSF 79 C,D,E,F,G, H,1,1,K,L 2 2 2 -212-212 2 2 2 -212 2 2 2 2 2 2 iii- 2 2 2 3 3 2 -3T-4- 2 2 2 2 2 2 2 2 212 112 212 213 212 213 2 3 213 214 213 213 314 315 313 3 [4 415 313 414 ABM 2 2 2 2 2 2 2 2-21-8- 2 2 3 2 2 2 2 2 2 2 2 2 2 -3T4-213 2 314 2 315 2 313 2 314 2 415 2 3 3 2 4 4 212 112 212 213 212 212 2 3 213 213.213 214 213 313 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 1 2 2 2 2 2 213 2 2 -1 2 2 3 3 2 214 2 212 2 2 334213313314222143 2 2 2 2 2 2 2 2 2 2 2 2 2 2 15313374453445 2 2 2 2 2 2 2 2 2 2 2 2 222212213222_13 AB,M 2 2 2 2 2 2 2 2 2 2 212 212 212 213 212 213 213 212 313 214 213 313 314 213 313 314 213 314 315 313 314 415 314 415 48.000 PSF 79 79 C,D,E,F,G, H,W,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 222222 23212213314233334233431421334 353334353345483455 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 -314-31-4- 4 2 3 4 2 2 3 2 3 4 2 2 2 3 2 2 3 2 314 2 5 5 212 212 212 213 212 213 314 2 3 3 3 314 213 315 313 3(4 315 313 415 418 53.125 PSF 72 79 79 C,D,E,F,G, H,1,J,K,L 2 2 2 2 2 212 2 213 2 314 2 213 2 314-3F 2 2 213 2 314 3 314 2 313 2 314-315 3 2 313 2 414 3 418 2 314 3 415 3 4 8 2 3171-51.6 3 2 2 212 212 213 AS JN 2 -212 2 2 2 2 2 2 -314 2 2 2 3 1 - 4 2 2 2-T3-214 3 -31-4- 2 2 3 2 -3-5--51i 2 3 2 313 2 -4T-5 3 2 3 212 212 2 3 2 2 213 213 314 313 314 414 415 418 3 4 4 5 • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4 ELCO TAPCONS • 2 -1/4° ELCO SS4 CRETE -FLEX ® 3- #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOW ZING DIMENSIONS. HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL RN DIMENSIONS ARE 1° LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 1118 2 213 (FULL DP) • HEAD E JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED as connt4ns with she Florida Bu05ng Coda Acceptance No 11 Daft H, nobble D NO CHANGES THIS SHEET maaep rJZ. roeas� FJG o4101H1 DOS 99H817B C Ryddlor NOCHANGES THIS T 1Ir:Vl3E��Wf'iCRA TA a gTPASmrCTEDBYSlZE ebla* FJC ome Date 2123/07 I 1010 TECH DRIVE NOK0Fl8. R 8R:S8 P.O. BQX18� NOKOM18, P1.06274 If f T V/si* Bbmer ANCHORAGE SPACING, 1/1 WINDOWS Tar ALUM. SINGLE HUNG WINDOWS IMPACT mono NTS ( 8 e 91 4040-20 I D M1(�'�'��i * 6 • alt 1.16 s• o.16 A. LY g4IIIB *'P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE:----... FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.855 52.155 59.655 87.155 74.855 78.000 -o .a§"p 0 0 12Q O 0 44 z U a —§qc O 0 0 —zN1Q U9 0 0 Na 0 —z, 0 Q'',z 0 0 —Zn 0 O V 0 2 0 — z`4 9 O 0 az 0 —z,4 co O §NZ 0 Q -Q WINDOW WIDTH GAS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 111 1 '! 1 q 1 1(1 1 212 1 211 1 252 1 2T2 1 Il 1 1 2l. 1 212 1 212 1 212 _1 252 _1_ 252 1 2J2 1 212 1 2 2 1 2 [2 _1 312 1 2x2 1 312 1 ill 1 212 _1 352 ABM 1 TIT 1 7-1-171 1 1T1 1 2 2 -2-r 1 1 1 212 1 22 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 211 212 212 212 212 ill-112 212 212 212 2 2 3T2 2 2 3 2 312 212 3 2 24.000 PSF 79 C,D,E,F,G, KAKI- 1 -•-1171 1 151 1 I f i 1 2T2 1 111 1 212 _1 252 1 212 _1 252 1 212 1 1 1 2T2 1 212 1 31-2 1 1 1 ill' _1 352 1 --2-1-2- 1 352 1 3 2 1 2 2 1 312 1 212 212 312 212 AB,M 1 1 1 1 1 1 1 1 212 1 212-2111212 1 1 1 212 1 212 1 212 1 312 1 312 1 212 1 3121312111111312212312 1 1 1 1 1 111 111 111 212 111 212 212 32.000 PSF 68 77 C,D,E,F,G, H64J,K,L 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 111 111 212 212 212 213 212 212 313 212 313 313 312 313 313 212 313 413 312 413 413 312 413 AB ,M 1 1 1 1 1 1 2 2 1 213 1 212 1 212 2 313 1 212 1 313 2 313 1 312 1 313 1 313 1 212 1 313 1 413 1 312 1 413 1 413 1 312 1 413 111 111 111 212 212 3 7 , 0 0 0 PSF 59 87 79 C,D,E,F,G, H,I,J,KI- 1 1 1 2 1 1 2 1 2 2 1 3 2 3 1 3 1 2 1 2 2 3 1 3 2 1 1 1 1 1 1 1 2 4 1 3 2 3 1 3 1 3 1 2 2 3 1 3 2 4 1 3 1 3 1 2 2 4 1 3 2 4 1 4 1 2 3 2-411 1 1 1 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 AB,M -1-171-1T1 1 1 1 2 1 1 2 1 2 -i1-3. 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 212 212 212 213 212 313 212-311 313 313 413 313 312 313 413 312 413 414 3 2 4 3 40.000 PSF 54 79 82 79 C,D,E,F,G, H.1J.1(.1- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 212 212 212 213 212 313 313 212 313 413 313 413 313 313 413 414 313 413 414 313 513 A,B,M 2 2 2 2 2 2 15' 2 2 3 2 2 2 2 -311 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 -411 2 2 2 111 1J1 111 212 212 313 413 313-411 313 313 413 414 313 414 313.513 44.000 PSF 49 79 88 79 79 C,D,E,F,G, KAKI- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 2122122123321231331421331344 3343443343414313434143354 A,B,M 2 2 2 2 2 2 2 111-i. 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -5-14 1 1 1 1 1 1 1 1 1 212 2 1 2 212 3131R111313 414 3 3 4 3 4 4 3 3 4 3 4 4 313 413 414 313 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,KL 2 2 2 2 2 2 2 111-2T2--311 2 2 2 2 3 3 2 3 2 2 2 2 2 3 2 2 3 2 2 2 111 111 111 212 212 212 313 414 313 414 414 313 414 4 4 4l3 5144)4413111 2 3 2 ABM 2 2 2 2 2 2 2 2 2 2 2 3 2 -41-4--3-5- 4 3 3 2 2 2 2 3 2 11,1 111 111 212 212 212 313 212 313 3 4 313 313 414 414 313 414-4-5 413 514 414 413-5-14 53.125 PSF 41 87 46 67 76 79 C,D,E,F.O. H,IJ,KL 2 2 2 2 2 2 3 2 2 3 2 3 3 3 74-4-7117t 3 2 3 3 2 3 3 2 3 5 4 3 515 2 3 111 111 111 212 212 212 313 313 313 414 313 4I4 4 4 313 414 515 413 413 514 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 44--311-41-4-7-$174--311-41-4 2 3 3 2 2 3 51714T-1114 2 3 3 2 3 111 111 111 212 212 212 313 313 313 414 313 414 514 413 5 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO S34 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE? LESS. ® 5. DESIGN PRESSURE LIMITATIONS SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. Caw J.J. 18107111 D NO CHANGES TH SHEET Raiselfrp J.R wader F." oma 04101111 Vac 11f13R0 Rooker C Rafter B IRIBRIMISIIORQTY IQES?RtC7E0 8Y81ZE 7/28105 aratatl J.J. et oft 212317 DV SIZE. 1070 TEcHN0106Y DRIVE NOXOMIs. FL 34225 P.O. BQX 1829 NQXCI.4 8.8.34274 Pc�T VIs * Beuar TABLE KEY: MAX PSF 1DP LIMTED1 117 HEAD 3 ,RODUCT REVISED as complying with 11551591155 JAMB ABOVE 313 p,lamnecoao .. No I 7, I G JAMB BELOW MTG. RAIL iR Como (FULL DP) ‘0111111,/, HEAD 2 ,N■„`‘(WCN ,",, JAMB ABOVE 212 `��,ro •� ise !"Fq MTG. RAIL $.r fig106 JAMB BELOW) _ .* ; t o. - MTG. RAIL a o l0 0 r Luz 1.......0 orolfa° i of 2. ANCHORAGE SPACING, STANDARD VIEW :11.'. •., ................. �?: ALUM. SINGLE HUNG WMNDOW, IMPACT ','FSS ONWP�' 1 e dweae m+. �m.aora D A. L L P.E.468 0 P.E. 87t7AD ALTS 8 d 11 11 4Q4428 D FL P.E.# 68706 ANCHOR QUANTITIES SUBSTRATE ANCHOR TYPE: — ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17. 125 22888 28211 33 .754 39298 44.839 60.382 65.925 a . V `�O— 0 0 Ooi0N0' 0 0 s 0 0 0 -Ocd 0 0 0 .§p—§§oa 0 0 0 0 0 .§p 0 0 0 c 0 -§o 0 0 -§ 0 �$ -8-8p 2.8 0 • -8 0 0 -Ot3 0 0 0 ` 8 0 O 0 WINDOW WIDTH GLASS TYPE pi 19.128 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Z 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F J, KL 1 1 1 -9 1 ^ 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2--5- 1 1 3 1 3 1 1 3 1 3 1 4 32.000 D,E,F J, KL . 1 1 1 1 1 1 2 1 1 2 1 1 1 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 1 1 1 2 2 2 3 2 3 3 3 3 3 37.000 P8F 4 0 . 0 0 0 79 D,E,F,J, KL 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 40.000 PSF 2 1 3 79 79 4 1 3 1 4 79 6 1 3 1 4 79 73 68 68 D,E,F,J, K.L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 6 5 4 6 44.000 PSF 79 76 79 77 79 79 79 D.E.F.J. 2 2 2 2 2 2 2 2 2 4 4 2 4 2 4 4 13 15 15 KL 13 5 1 4 5 5 4 8 1 1 1 2 2 2 3 3 3 48.000 PSF 78 79 70 79 79 71 79 73 78 D,E,F,J, KL 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 6 6 6 63.125 P8F 71 79 63 71 79 84 74 68 77 89 69 Auk K.L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 3 3 2 3 i 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 8 5 6 8 5 7 8 6 7 ANCHOR QUANTITIES SUBSTRATE AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12778 15.778 18.778 21.778 24.778 27.778 30.778 31.108 ANCHOR \ X41"2 `a 52 " . -2 1-N -1-1: 1 -1-12 -1- ` 1-1-1 IN '" WI OW 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 1 21 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 4 0 . 0 0 0 74 2 1 2 1 2 2 2 2 31213 31213 31_ 313 41313 41314 41314 44.000 682 21212 2 2 3 213 31313 41313 41314 51314 61314 48.000 83 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 6 1 3 1 4 6 1 3 1 4 63.126 73 68 68 72 2 1 2 3 2 3 1 3 4 1 3 1 4 4 1 3 1 4 6 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - I/4° ELCO SS4 CRETE -FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2° MAX FROM CORNERS JAMBS - 171/2° MAX FROM TOP CORNERS 11 1/2° MAX ABOVE THE MEETING RAIL 6° MAX BELOW MTG. RAIL 15° MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 1 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW & WINDOWS ARE 12 6/8 MIN. TO 38 MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AN FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: & SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE. ® TABLE 7. KEY: MAX PSF IDP LIMITEDI HEAD JAMB ABOVE MTG. RAIL (FULL DPI HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DR UNITED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 1 r,�E"NtotMo - 147'?° 2 Wnsen tam RoOkso J.4 1097/11 D NO CSVANGD9 MS SHEET Reaslar t JR 0481/11 0 PO CHANGES THIS SHEET Rtradep FJL 11/1369 B 80 FJC sox J.J. ZennjairifirEffrifESMICIED BYSZE ossl 22/29/07 TECHNOLOGY Pc�T r6o69S�,FL No FL MN P.O. Kat 1643 NORahn% FL 36274 Visibly Boom ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT EledWIRde iiH7G0 emr me'e NTS 10 d 11 u�ta,ar6 4040.20 D STA OF i "<* t7LORSOP: C %�SSI I.. A. LYalliILLL&&, P.E. FL P.E.# 58705 ALL HEAD AND SILL DETAI EXTERIOR INTERIOR LS) ® CONCRETE ANCHOR 3.35 KS! MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x ' WOOD BUCK (SEE NOTE 4) • I . 4 13/8°. MIN., lie TAPCON • J *3/4" MIN., 1/4° CRETE -FLEX 1/4° MAX. SHIM 114° MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. 1 3'B" 1/4" MAX. SHIM —� iM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE e•,,`�— OR 1.5 KSI MIN. CMU lx BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4° MAX. —.- SHIM 1 3/8° MIN. A 114" MAX. SHIM eau 'I_ ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX MINIMUM DISTANCE FR(M ANCHOR TO CONCRETE EDGE IS 1 3/4°. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -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. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 6' 0.C. 1 1/4' MAX SHIM DETAIL F, (HEAD) D FRAME .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 6° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 4OR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 8° O.C. DETAIL G, (SILL) WOOD FRAME REVISED PRODUCT Florida as complying with Acceptance NO ZO /& '.4` 0107/11 xowss ow J.F 0401/N aa6bme b NO CHANGES 1/48 SHEET ResNey FJC 11/1 .K 3/1/08 C NO CHANGES THIS a A�Fs4 Tea Hones UPDAAT C�E JJ.0 2/18107 I 1070 TECHNOLOGY DRIVE 140x00.88, FL 34275 P.0.139* 1528 !10x0683, Ft 34V4 ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW IMPACT b Better � WOO NTS 11 4 11 4040 -20 +0I IIIItiii `,.,00 LYNN 4dj 'Iii ' 4' .. �,+CSF.4sF • 'Q �' * ; 140.58705 . jI7b �. ;,O doss +o? *t�.. �'�SS /ONA\- ��`�� A. LYNN MILLHJ`t P.E. FL P.E.# 68705 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 (AHJ). 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 within their jurisdiction. RER 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: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullion?, sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration 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 manufacturer's name or logo, city, state, 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 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 No. 11-0922.01 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. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 -2599 www.miamidade.aov /economy Act l0 Lt NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions ", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. .M-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922.01) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) E -1 JaiineD. Gascooh, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10- 1070 —R issued by BNC to PGT Industries, Inc,, dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 12/08/11 and expiring on 05/26/16. E -2 Jaime D. Gesell, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 SUITABLE FOR AU. LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT RESISTANT PRODUCTS GENERAL NOTES ii;1I 1) DETAILS SHOWN ARE FOR THE MUWON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE GENERAL NOTFINSTRUCiI:OEVALUATED FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIT AND SHOULD BE BY AN EXPERIENCED INSTALLER FOR 7HE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCJ(3 IF USED FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MUD. TO 2X WOO—_ 2 MULTIPLE MUWONS OP13184: WIDTHFORVERTICALMULL ARCHES TO BE - SEE IN31 INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL OF THE MULLED UNITS. MULLIONS A o.GH� AM(RAAR HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CLIPS, BUT SHALL �uPE ON MULL TO IX&UASONRY.._........2 INSTAL ATION NOTES. — 2 ITIftIMPACT—RESISTANT ALUMINUM TUBE MULLIONS Ii Z 0 W, 0 LLN�t( H- O 8 Q DDED T—MULL TO INDEX Ie spy TO STEEL STUD 3 SHEETS NOT HAVE A GAP OF MORE THAN 114" FROM THE CUP. MULL TO MULL-- SEE DETAILS aft S a L / i i�� i . /i IrC ' ' � \ �� ♦ \• k ■ , / - ' 1 AMU 42 , SHEETS 23 OPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LH&L THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER G ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN ...»............ - - -3 ANCHOR TAEETE CL PS.- - - 4 MY MILL INSTALLATION. ..4 I X 2 X.128 MULL SPECS...._�.....8 1 X 2X.378MUMSPECS..._ -.-_.8 CC a L 1 X 2.76X.378 MULL SPECS--....7 1 X276 X.85MILLSPEfS— 8 ,Xa728XJ00 MULL 8PEts�._6 1 X 4 X.378 TUBE SPECS SPECS.. -11 1 X4X.376 'T MULL SPECS. 11 / _ 126X 3.188 X.286 MULL SPECS...12 2X4 X 28 MULLSPECS. 13 HHaFiT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. HORIZONTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). I -_.�» 2X8X.28 MULL SPECS._.�_�14 1.28 X 21S X.125 MULLSPECS- 18 3D'X 328 BAYMULLSPECS- SEE OETAL E. MlAl .....1B 4 JLUQH&CUPDWEt IONS ....17 tdUWON a CUP tONS_.18a0 EXAMPLES 162 21 LOADING EXAMPLES 22 Q z SHEEr3 I I ST PE. BE OF ANY MUST DE MANUFACTURED BY POT. 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.o 8) REFERENCE: TEST REPORTS: FTL -8443; ELCO ULTRACONIAGGRE -GATOR NOD'S; ANSVAF&PA NOS FOR WOOD CONSTRUCT ION ADM - ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED &TESTED TO COMPLY WI1H THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH Z CD ..U) to 8E g O - - - - HORIZONTAL Mull. LENGTH Ism DETAILS SHEETS 24 HORIZONTAL MULL POT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. INSTRUCTIONS: LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS1FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS' RECTANGULAR' OR �EZOIDAL". ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PRODUCT REVIS as coaplyyb�g with Bn6dIngCodo Acceptance '� 3 : . ; - r nr. d+,[<1"._ MULL LENGTH 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT'1 FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MURLION IS SPANNING GPEMNG MOTH-1 (- -HOR¢. AuA].LENGIH —•1 VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (L88/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE ► I REQUIREMENT (L89NFP} FOR THE OPENING OBTAINED IN STEP 1). HEHIHT �%% LENGTH ,I_ y t'" /� Ita G HEIGHT bALL H - 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (UM). THIS A6„ , Dye �* oat , `` \111.401:141811,01183,, .. VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HAfuL LENGTH 8) FROM THE ANCHOR CAPACITY I.BS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE `% ,(0V 4YNN ( /, ,i `��'��; opENSS '' �. ''• . "IC Z. * (40.58705 _ - -O ' '••. SAT 13; ((I� . O • /, F / / /s`S /fQ, NA��t. '% %% A LYNN IILI'ER, P.E. FL P.E.# 88706 ANCHORFSUBSTRATE/ ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED —Rill ANCHOR CAPACITY IS MET. SINGLE MULLION SINGLE MULLION �FoRVERTICAL MUu. I 7) IF THE MULLION CAPACITY (LBSIFI') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LB31FP) OP1waDTN FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY FOR VERTICAL M ILL REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE Th SEE CORRESPONDING DETAILS MULTIPLE MULLIONS `, FROM FIGURE t ABOVE. 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT3) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSJFI*) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. DETAIL k. MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) ERHER THE STANDARD OR OFFSET MULL cup MAY BE INSTALLED BY THIS METHOD. EDGE DISTANCE (22XP MAX FOR FOR WOOD EXTERIOR TYP. ANCHOR SUBSTRATE, SEE TABLES 15-108 ALL MULLIONS MULLION SEE SHEETS 18,20 FOR HOLE LOCATIONS TYP. ANCHOR PER SUBSMATE, / BEE TABLES 15.155 / EOGIBEND DISTANCE SEE TABLES 113-108 ..... • FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION WE SHOWN MOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C. SHEETS. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114 S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MIN 2.7 KM CONCRETE OR CM;.; FRONT VIEW CT- RESISTANT ALUMINUM TUBE MUW PRODUCT REVISED Enila"ringliCWoini$ "Piwida Acoaplance No J. - Warn Dads act C DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MUON EITHER 71W STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 15-105 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR ER SUBSTRATE, SEE TABLES IS-10B M542TIGSI CONCRETE OR CMU FRONT VIEW TYP.ANCIICR SUBSTRATE, SEE TAMES 113.4011 EDGE .. • _ 1'. i_DISTANCE SEE TABUS MWt7KS CONCRETE OR CHU 15-108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO TIE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1F4' S.S. AGGREGATOR MASONRY ANCHORS. —1 .12r MIN. DETAIL E: MULLION TO MUWON INTERSECTION (U -CLIP) VARIES VARIES TOP VIEW LItNTS::EC ION U•CUP FRONT VIEW 1 1 gr. EXIIOR OR NOTES: 1) MAY BE INSTALLED IN 'TEE" OR 'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CUP DRAWINGS, SHEETS 1S•S FOR CORRESPONDING MULLION. 012 STEEL SCREWS, SELF- OPoLDNG OR PREDRILL MIALWNAND USE EMS MUILMW SEE SHEETS 18-20 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE T VP. ANCHOR ER SUBSTRATE, SEE TABLES 18405 EDGE DISTANCE SEE TABLES 15-105 / SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN IS (MARC COMPLIANT WITH THE FL BIILD61G CODE, AEX WOOD SACKER MUST USED. ATTACHMENT BY MEWL USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD- BACKED b E to STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5.17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 1 &105 111 M I m I N PRODUCT REVISED as complying WMI the Florida BUDcepl S No 3 -•.izs c .Pate :.l yfXr. 16 Want DadeProtte:S*1w 001LYN111i,, ` * NoG58705 • O •' 0,1/41,5 TA E 'i.'%Y'• ;!c<ORIOP,•' Off``' A LYNII)11 L P.E. FL P.E.# 58705 CC DETAIL F: DETAIL G: DETAIL H: FIELD - MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MUWON INSTALLATION (F -CUP) (ANGLE CLIP) (ANGLE CLIP) SEE DEransA -E. SHEETS 2 AND 3 POR U$TAUATION TO SPECIFIC SUBSTRATES. 3r OR4r SAY MULL TOP VIEW SIDE VIEW SHOWN WITH 1'X4.X.125. MULLION TOP VIEW TYP. ANCHOR ER SUBSTRATE. SEE TABLES 1211 C 138 STANDARD MULLION CUP MODIFIED TO Fir FIELD TYP. ANCHOR SUBSTRATE, SEE TABLES 18.118 r XI' ANGLE CUP. 2 PER MILLION END. MUST BE INSTALLED INSIDE OF BAY MULL rXMX.128' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED ONSIDE OF MULL INTO WOOD, STEEL, STANDARD CUP TOLE AUIM, CMU OR MASONRY MODIFIED IN-FIELD. INTO WOW. STEEL., AUDI. CMU ORMASONAIY EDGE DISTANCE PER ANCHOR EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 128' X 2.11' X.128' MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THISAPPUCATION. NOTES FOR INSTALLATION OPTION 0 & H: 1) USE 2 ANGLE CUPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MUWON. 2) DETAIL 0: SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. TABLE 1A Mullion Capacity Table (07588') 1 x 2 a .126 5MuliW1 Opening Width (fw -spatvirp m*dons) or Opening Haight (for horiardally-sparring =Sons) 5015 8018 7015 8015 9015 1602 120 b. 140 In WO to Redepda Leading Tw7/O1aeg. Lmd180 Rootonsular Lee840 1tadfdarg 154857 Ite91¢4@3lar T740T4/419 L045858 Reomqula Loading Trap'fdarg. LaaSyp 58055068 168857 101451283 1os857 Reelm®ala Loading 1153711129. 188857 Rama 1aadi57 110747229. Leedm9 Recta-95134 Load57 7157/742& Laa48g 5,081090181 Lowing Te91TWr9 Ueda; 1 II 11 I ii 11 II ii 11 ii 11 ii 11 ii 11 ii 11 ii 11 li 11 ii 11 ii 11 li 11 ii 11 ii 11 ii 11 li 11 li 11 it 11 It f. M. 42 55 111.9 408 1295 332 832 408 115.5 378 79.9 408 107.9 321 889 408 104.4 319 Mt II 408 104.0 919 684 408 101.0 319 489 408 104.0 319 39.9 408 104.0 319 334 408 100.9 318 4815 74.0 312 839 264 824 312 73.4 262 635 312 879 248 489 312 682 248 41.8 313 815 244 37.5 312 61.0 244 312 312 819 244 296 312 81.0 244 23.4 312 81.0 244 50.826 to 63.9 281 709 234 632 281 81.5 228 439 291 66.7 224 385 201 52.1 222 35.5 281 50.1 220 319 281 49.3 219 296 281 49.3 219 228 231 49.3 219 20.0 251 48.3 219 6418 62.8 247 87.5 307 43.9 247 492 202 379 247 445 188 32.9 247 415 108 292 247 39.4 194 29.3 247 364 193 21.9 247 361 193 195 247 35.1 193 164 247 35.1 193 80la 38.4 200 412 170 320 200 36.4 188 27.4 200 91.8 169 24.0 200 28.9 107 21.3 200 27.1 189 192 200 258 167 56.0 200 269 158 6318 33.1 181 35.3 155 27.8 181 30.3 152 23.7 181 282 148 20.7 101 245 148 18.4 181 2.8 IM 189 181 21.7 143 6618 255 163 309 142 24.0 107 28.1 139 209 163 23.1 139 150 166 21.0 134 722 222 136 235 120 189 139 19.9 118 15.8 139 17.6 118 7818 19.9 125 19.7 109 15.7 125 18.8 107 78la 175 118 182 104 TABLE 1B Anchor Capacity Table (lbs) Arl horClip Patterns 883atmtg 2714 Cottoteta 188 Caw. 3105821361U FdkdCMU PT Wood Meta* AnotmrType: 3116' Eke Ubaoor3 114. Elm llamas 1816.0150 uuxa 3118' Elm l0traan 1/4'Ha Caravan 774'88 am A99843/68 11118' Eke 118moat 174"88 FIa 455600700 57088481 8a2r(85) 012 Wed 8cre1(05) 812 Steel 881076(85) E4g8 Ebbw* 04 r 2-152' r 2447 348• r 2.152' r 2.130 a 3.157• a 0.48• 564' 0.324• Embedment 453 13/4' 1324' 1324' 14357 a 7 -1/4' 1414' 14/4• 7414. 14/4' 14/4- 2' 1359• 138' (sea role 4) 2 Anchaa 48 4.711 Wm O.C. / Standae etO08et Cap (1lg.17 390109 39088 450 the 88006 1844 83 270 n8 28008 354108 74008 488 the 694108 1182 tbs 328 n0 420Ibs 680 tbs 4 Mabms f tit Mtn 0.0. 588100104 (at OBM) CV (Flg. 27 48012 7001e8 WA WA N/A WA 380168 WA WA WA WA WA 652108 840780 1120 me 4 Anchors %3` 1918 0.0. /57248 Male tale / Fig. 37 780109 780 29 680 08 1680180 189098 64010+ 6807b0 WA 780753 938109 880 Ms 2284115 65208 840168 112013.5 2Anchas 4/3 OAS' Min 0.C. I ULNA Into 1/8' Alma. (Fig 47 WA WA WA NSA WA WA WA WA WA WA WA N/A WA WA 71898 1 Aloft/ F12p(Fig63 18518 1151175 22658 44568 8227e6 135 the 14068 17708 370188 23468 332166 821683 163706 210148 280 Re 2Anotors 491.19•l950.CJF•C5p(Kg. 87 24008 350108 WA WA WA WA 18020 NSA WA WA WA WA 328165 42008 560 Re NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: IHI FIGURE 2: • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: FIGURE 6: • ANCHOR CAPACITY ADJUSTMENT FORMULA: (D P) X / bULUANCtigN R CAPCAP...,,,,,.,\ a ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126* THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000` r-- .125' 1• X r X.126' MULLION Z 0 W s ¢ CD a I ROD=ARVIND as6m3plyiagxihk the Florida AufldIng AtaN6 S 111 9 Comm `111111 I IItr /jl `•�. LYNN •'�7CENSfi ,'P �i� * • No.58705 %.t5 '• •. FLORIOP ''cS,S /ONAL �7 S A. LYNT4 AIIItLER, P.E. FL P.E.# 68705 TABLE 2A Mullion Capacity Table (mane) 16 2 0.375 AlMuMonbe Opening Width (forue16oally- epamtng mWons) or Opening Height (forMAzonidy- epaming m 120116) 602 win 702 802 90 In 1002 1204 1402 1601n Rectangular 184549 11600111ang. Wailing Ree4mulo: Leading Trap/Tdaig. 1.18489 Reatag4ar Loading 1332111a . Waft R6oteplta losing Tmp7Nang Leading R43333367 1441383 TopRdmp. Webs RedOngsla loading 1340172312. Loadt 0 Reaiangobar leading Lap'rdae. ImdYV 30344428111 LOXillg TmpRdme. Leaeeg Reatang336 looting Trep/Tdmg leading 11 III li 11 III 11 11 II 1/ 11 11 11 1/ 11 1/ 11 ii 11 ii 11111111111111111111 1 -124' 1414' 2' 1.18' 14,8' (sea note 4) 2Aralwto 747S' M11 0.C. /Stated or04et C9p(Ftg. 47 390 Ito 303 t 111 /11/I11it111/11il 1844 Ma 27000 28088 554119 740769 488 Ito 604 Ds 118268 t q 424 1700 620 1780 435 151.3 681 170.0 478 128.7 882 170.0 508 113.6 862 1646 618 100.9 882 189.9 517 808 862 1689 517 707 an 1889 617 840 682 1689 617 687 862 1389 617 482 121.0 507 1300 419 101.4 607 119.2 410 889 607 1087 403 780 607 1028 399 07.8 607 848 397 688 607 980 398 50.7 807 840 3198 43.4 607 89.0 388 380 607 99.0 396 80.826111 1037 468 1148 379 884 458 99.9 371 74.1 458 905 884 848 458 848 380 67.6 493 81.3 367 51.8 458 800 368 43.2 444 880 368 37.0 458 880 306 324 468 80.0 356 504 884 400 923 338 71.2 400 809 328 81.0 400 727 302 634 400 873 318 475 400 84.0 316 427 400 82.3 314 388 400 048 313 30.5 400 61.6 313 287 400 01.8 313 604 623 324 989 278 51.9 324 573 279 44.6 324 612 234 389 324 489 260 348 324 439 257 31.1 320 420 255 280 324 486 253 222 324 40.5 263 19.6 324 486 263 034 538 294 57.4 252 44.8 200 482 248 38A 294 43.8 241 338 284 39.8 237 209 294 37.1 234 288 294 35.2 232 224 204 33.5 230 19.2 204 334 230 188 284 334 230 062 488 288 488 230 39.0 238 424 275 334 283 37.5 221 282 258 34.1 218 280 288 31.8 215 23.4 238 29.8 213 185 208 264 210 187 288 27.7 209 14.8 268 27.7 an 724 385 225 37.9 198 380 226 322 191 287 225 284 188 225 226 288 186 20.0 220 23.0 182 180 215 221 180 15.0 226 203 177 12.9 225 19.8 178 11.3 215 19.8 170 702 304 202 320 177 266 202 27.2 173 213 202 23,9 470 192 202 31.5 187 17.0 202 187 185 183 2 184 183 128 202 18.7 160 188 202 165 158 94 232 188 158 78 2 283 192 294 188 tie 192 25.1 165 202 192 22.0 182 17.7 192 187 169 167 192 181 167 142 192 186 155 11.8 192 152 152 10.1 192 14.4 160 69 192 14.2 150 9013 18.6 144 19.0 128 184 144 181 128 984 152 127 164 113 TABLE 2B AnehorCapacfy Table (Ibs) Anchor Clip Pettems Substrata 276 Cororefe 350 Cann. Halloo MU Poled CMU PT Wood 31 8i Anchor 70p4: 3/18' Woo Untacc1 114'®44 Ultraeon 5n8'Eke Macon 3718 Moo 1280440 1 /4'about: 4m 114'88 Sao Ag3re43slm 6I/8•Etco U104444 11M 88 Eke 6991808149' /108109. 84624(e6) 412 Stall 8380(75) 012 Steel Boma 535) Edge 131164063 7n0 0 2-1W T• 2.182 3-118' 1' Mrs Y 24W 2' 3.18' 2' 848' 0.84' 0.324' Embedment pet 1-3/0 13/4' 131' 1314' 2' 1414' 1 -84' 1414' 1 -174' 1 -124' 1414' 2' 1.18' 14,8' (sea note 4) 2Aralwto 747S' M11 0.C. /Stated or04et C9p(Ftg. 47 390 Ito 303 t 450160 890 the 1844 Ma 27000 28088 554119 740769 488 Ito 604 Ds 118268 328 125 420169 580 Ms 4 Ana= bet 1.15' MIL 0.C. / 8463e4 (OrMeg C11p(F3.27 490169 700 Ito WA WA WA WA 380 28 WA WA WA WA WA 65208 84083 1120 Ito 4A00044290T 35e. oz. /RI2w Wee clips / wig. 3r 780118 780 the eso me 1560144 1893 Me 845 Da 58088 WA 78008 938166 880169 238486 89208 840110 1420160 2Anchors ®0.45" Min. 0.0. /1.1.233, into VW Alum. 99/3 43 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 716168 1 Anchor/ F421p(20.53 195 be 185168 225 be 44508 82208 135 Ms 140 08 177112 370 Me 234168 33210s 801163 48388 21082 200 bs 580ibs 2Anotaa 901.15' Min. OA/ r.Oople et 240 a8 35089 WA WA WA WA 180169 WA WA WA WA WA 32588 42088 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • 9GURE 3: • • FIGURE 4: FIGURE 2: • • S • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE & FIGURE S • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.10805, am.) X' ) =ANCHOR MULLION CAP.,m„„,a USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE e063 -T5 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL --4I 1.000' f--• 4 gi co 17k Z co 0 J uo} 7 n co m o c6 O N a- Ors N 4- re7 i 1°1° FA • X 2 2 N Q1 "�0 o D. RODUCT p REVISED di Florida Building Code No Ploducl Conon 1t " P ( / *„ .375, * ° Ho.58T05 1'X2'X.375" MULLXON Q' (5 IS 13; x` A ', gT TEO !cs1ONA\- A%0 A. t* 4NIMILL , P.E. FL P.E.# 68706 TABLE 3A Mullion Ca Table I•,,. 1x 276x .378 AIU01 :tin CPolfing YVldth (for lsrBo spanring mdllons) or Opening HS18ht (tor horizontattoperving muMons) 401 60th 70 in 801n 80th 1001 1204 140th 180th Reoteogde l 1303175478. Reerwgular Loadg Teap7dmtg. Loafing Reo1a10 Leading 130931108. Loaning Reolmgulm Laadng TWe3121bo9. Loading Realutsdar Lading 174/11123. WIEN Reolettgubr I•aod'rg TtepTdan5. Looting Rm5anW1a, Loadng liap/81s9. Lowing Reatangabr Loading Twpfdms• Loading Rentet532 Landing 70991Oeng. Loading 11 ii I 11 h ii 1 11 11 li 1 11 II ii 1 !I la li 1 II II l 7 hh ii 1 II II ii 1 11 II li 1 II IA ii 1 11 fa li 1 11 II ii 1 11 li li 1 11 li. ii I II h li i II iI li 1 11 1 li I it h ii { S@ 4217 170.0 820 170.0 435 170.0 744 170.0 478 170.0 808 170.0 508 170.0 802 170.0 618 170.0 1119 170.0 621 170.0 1240 170.0 521 148.7 1301 170.0 521 127.0 1301 170.0 521 111.6 1301 170.0 521 4811 170.0 703 170.0 524 170.0 860 170.0 884 170.0 892 170.0 630 170.0 1133 170.0 861 181.8 1139 170.0 877 1388 1139 170.0 090 113.8 1139 170.0 880 57.6 1139 170.0 880 86.4 1135 170.0 880 50.625 In 1700 747 170.0 883 170.0 888 170.0 431 187.8 1032 170.0 884 148.8 (032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 768 97.9 1032 170.0 788 83.0 1032 170.0 708 734 1032 170.0 768 841n 170.0 707 170.0 812 181.3 8)7 1700 881 1382 807 1843 730 120.9 807 152.6 720 107.5 807 148.0 714 98.8 907 141.1 710 80.6 831 140.0 708 89.1 807 140.0 709 80.6 007 140.0 708 GO In 141.1 735 151.6 626 117.6 735 130.3 811 100.6 736 118.0 588 882 735 1082 680 78.4 735 990 583 70.8 735 90.1 579 68.8 735 91.8 674 60.4 736 81.8 574 44.1 738 01.0 874 83In 121.9 888 130.0 570 101.8 668 111.5 567 87.0 888 88.9 647 762 888 80.1 638 67.7 888 83.8 6331 809 888. 78.8 628 110.6 888 _ 76.8 821 43.5 669 76.8 521 38.1 831 78.8 521 681n 1080 007 1104 822 88.3 89 98.1 611 75.7 807 86.0 801 882 807 701 403 689 807 71.6 488 63.0 607 87.8 481 442 807 83.4 478 37.0 807 62.7 474 331 807 62.7 474 721n 81.8 810 06.8 443 88.0 810 73.0 434088.3)610 84.3 428 81.0 610 879 419 45.4 510 63.3 413 409 510 80.0 408 34.0 510 45.9 402 292 810 44.4 399 255 610 44.3 318 78th 69.4 458 72.6 400 679 458 81.7 382 490 468 64.1 385 43.4 458 40.8 378 38.6 458 44.0 373 34.7 468 41.8 388 28.9 458 377 362 24.8 468 38.0 332 213 440 353 358 78th 94.2 435 679 391 53.5 435 668 373 45.9 435 499 388 40.1 435 447 340 347 435 40.9 355 32.1 418 35.1 351 28.9 435 34.4 344 719 436 329 341 20.1 438 372 340 801n 41.8 321. 43.1 230 36.8 327 30.4 285 29.9 327 31.8 280 28.1 327 263 275 232 327 267 271 20.9 327 237 288 17.4 327 219 182 149 327 19.3 258 905% 34.4 287 35.4 257 28.7 232 209 262 249 287 28.0 248 21.8 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 232 10.5 232 10817 242 227 24.7 206 202 227 20.8 201 17.3 227 18.0 1 141 10.0 140 111 in 22.3 216 22.7 194 18.8 218 10.1 181 169 215 189 188 120 N 17.0 184 179 187 TABLE 38 Anchor Capacity Table (Ibe) A1I.JIOrCap Patterns Substrate 278Camtete 3.133 Cana Maw EMU F'med CMU P759004 Weal Anchor 376 EtoO L328088 14' Bce 90 588,, 8116 Etc, Macon 3!18' Sic. 1219575 114' Roo 11030047 114' 5883008116 Aggreetate Rao t80aeon 1/4"S8 Etna ?0318 30tor 810 Sled 8eeew(05) 912 Steel eaww(G5) 612 Steel 80ww035> Edge 12ntanoe 9r5 1• 2412 1' 24/7 8.116 T 2.19" 1" 24/2 z 3.118" 7 0.48' 684' 0.324" Embalmed on/ 1331' 1414" 1-3/4" 144' 7 14/4' 1 -14• 1414' 1 -114' 1.111' 1 -14" 2' 1.98' 1.318' Nee note 4) 2 A7ohow 404.76 Mtn 0.C.IStendard9 OI8et C6p(flg. 1k 2771e 39087 460I54 880154 1844 Ns 2701.86 280155 36434 74034 488 Ns 864100 118212 3281h4 4201.84 88056 4 AnNors EA 1.1619A O.0. / 8te esee orOSlet)cep (Ft. 57 480100 70000 WA WA WA WA 380IS WA WA WA WA WA 652132 84016 112016 4.070146 433' M5%. 0.0. / 627 2:5Aegle CNps l (Ftg. 37 740164 78054 680 (54 18601.80 1328 ms 540106 58054 WA 780 I4 838106 8801 s 2284 ms 032 IN 840 38 112014 2Anagaee ® 0.45" MN. O.C.7 UC5, Into EV Aden (Fig . 4/ WA WA WA WA WA WA WA WA WA WA WA WA WA WA 718 Ns 1 Anchor IFl2ip 92.57 195 158 18516 226 I56 445166 87203 1351.86 14012 17719/ 370106 234106 332 102 40166 16366 210164 28016 2AneMs 401.16 MIn 0.R/ REIN (Fg. 87 24036 35056 WA WA WIC WA 190 the WA WA WA WA WA 32816 420 IS 88024 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP )CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: FIGURE 8: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA (DP,e,)XC ANCHOR CAP"""*) MULLION CAP.,„,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 808346 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36. All. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -1 1.000' I-- 1' X 2.76" X.375' MULLION t(� •6 Q PRODUCT REVISED Os Beading Code �deIB the Floc ida Acceptance No ar C 13y Miami Dade `1EIlltlllll /// 4(NN /y /Z/e, : ' . W . • • • • ;`'P �i *: No.58705 • �( /o) 13 Lu o i F A. LYNN MMILLER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table (IbeH ) 1 x 2.78 x .860 Alum. Munn Opening W i d t h Or taulleally-spanW1l9 millions) or°penln8 Height for f ) 6018 5053 I 7053 80 53 90In 10053 12053 15053 1801a INo*0 6080136 7118‘7111612 Loedtg Reotaagdar Lasting 7119/711919. Loafing Rectangular Losing TrsMOmro• LOedng Restsugular nog Tdwt . Loading Re5telWdar Loadt� T45 Tdaag. looks Rectangular Losing TmNTilang. Load R0otmlgdar Laadlg 717852854 L0OII Rectangular Leokg T1ap 1'datg. Losing Rectangular Loadag Trep70brg. Losing II a il 1 ii 11. II I ii 11- il 1 ii II II I il II II 114 ii il ii . 11 1 II II il I II a 11 ii 1. II ii 1. ii ii i; il 1 ii la II 1 ii la il I 11 la ii 1 ii la II I ii III II ii a II 1 l7653 4213 170.0 820 170.0 435 170.0 744 170.0 478 170.0 850 170.0 500 170.0 002 170.0 610 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 150.7 1820 170.0 521 138.8 1820 170.0 521 48In 170.0 700 170.0 624 170.0 850 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 877 170.0 1417 170.0 080 141.7 1417 170.0 680 124.5 1417 170.0 080 108.3 1417 1702 680 50.82513 170.0 747 170.0 583 170.0 890 170.0 831 170.0 1048 170.0 884 170.0 1186 170.0 723 582.8 1380 170.0 747 148.3 1288 170.0 750 121.0 1280 170.0 758 104.5 1288 170.0 750 014 1288 170.0 758 54 53 170.0 797 1702 812 170.0 850 170.0 491 170.0 1110 170.0 754 150.7 1130 170.0 003 1338 1130 170.0 637 1202 1130 170.0 858 100.5 1130 170.0 801 88.1 1130 170.0 881 783 1130 170.0 801 801a 170.0 893 1702 701 149..5 915 182.3 701 123.5 915 144.5 748 1092 916 1323 735 97.0 915 1232 728 879 915 118.5 720 732 (118 114.4 716 822 815 1144 718 648 018 114.4 716 W la 151.8 830 1819 710 1289 830 138.9 894 108.8 830 1232 481 94.9 830 112.2 670 84.4 830 104.0 602 759 830 994 858 833 630 843' 840 • 642 830 04.1 849 47.4 830 04.1 849 8850 132.1 747 1402 850 110.0 797 110.0 838 757 105.9 024 428 797 98.1 814 73.4 757 89.1 808 85..0 707 84.2 500 55.0 757 798 603 47.2 757 78.2 991 41.3 767 70.2 501 7253 101.7 038 100.8 652 84.8 838 91.0 840 034 80.1 530 832 830 722 821 545 836 883 614 50.9 838 02.3 508 42.4 838 672 500 39.3 838 55.3 497 31.8 938 55.2 497 546 671 00.4 408 72.1 571 782 488 `72.7 8G6 87.4 479 64.1 871 808 , 471 48.0 871 553 484 432 571 51.6 450 38.0 671 47.0 451 302 671 44.8 447 27.0 571 533 448 7853 80.0 042 83.4 474 00.7 512 70.6 450 87.1 542 82.1 458 60.0 542 55.7 449 44.4 542 61.0 442 40.0 542 473 437 33.3 642 429 428 288 542 408 428 25.0 542 40.1 423 0053 62.1 405 69.7 281 43.4 407 454 355 372 487 398 349 32.5 407 35.3 343 288 407 321 838 28.0 407 20.8 334 21.7 407 28.1 507 18.0 407 24.1 322 444 450 23.0 310 9353 42.0 358 44.1 320 35.8 368 372 314 302 350 324 309 28.8 358 20.8 304 238 359 28.1 300 213 358 24.0 208 17.9 358 210 289 152 368 19.2 284 10853 30.1 243 30.8 255 28.1 233 259 251 21.5 283 22.6 247 18.8 253 10.9 244 18.7 283 18.0 240 15.1 283 163 221 11153 27.8 207 28.3 242 23.1 297 23.0 238 198 287 20.8 235 17.3 287 18.3 231 15.4 287 183 225 1201a 22.0 229 22.3 209 18.3 220 18.9 255 15.7 228 182 202 TABLE 4B AnchorCapaclty Table (Om) Anchor Clip Patterns 0e*3hea 27&44abete a5M Coe. Haw CAW tilled C61U P7Wood Motel AnoM4772$ 3H2Eloo *Mown 1/4' Eke Larson 6/27. Eke Masan 3716' Eton Mamba 1/4' Ebbtxtmaon 11488 Mao AggreAataa 216" Elm u0recon 1/4'83 Elao AggreOatur 910 Steel 194e98367 112 Steel 8craw(315) 012 bee* 8905106) Edge Distance 045 1' 24/2 1" 24/2' 3.118" 1" 21/2' 1' 2.112" 2 3418' 2 0.48• 0.94 0.324' embedmeMlbk 1.74 1374' 1384" 1374' 2' 14/4' 1- 174' 1 -174 1 -1(4' 1414' 1414 2' 1438" 1448" (see nob 4) 2 Anchors 49 47S' Mtn 0.C./ Stan00. or 080et alp fin 17 300 ms 390ae 45050 890110 184480 270 Is 28068 36410 74050 Ora M10 664 re 1182100 3213 The 4208s 68088 4 Anchors ®1.15" Mb. 0.0351and0td(erOffset) Cap (:g. 7g 480168 70003 WA N/A WA WA 38080 WA WA WA WA WA 65280 112080 4 A15*ere 40 T MK 0.G 42 2$5 Angle Grips / fig. 33. 75084 780188 68080 1560 re 180388 54080 580000 WA 7601b3 93880 880160 2384160 932160 (LC, 1120 @0 2Anchae 40 0.44 Ma O.C. / UCOp Into 18' Alma. 96.43 WA WA WA WA WA WA WA WA WA WA WA WA WA 71880 1 Anchor l F42191718 53 10320 105118 22810 44580 82240 1358s 14010 17780 370168 23480 3326» 50108 18380 21080 28060 2 Anchors ®1.12 Mtn 0.0.7 84311011145. 87 24080 35000 WA WA WA WA 19080 WA WA WA WA WA 38080 42050 680160 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP (CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 FIGURE 1: • FIGURE 3: • • FIGURE 4: • • FIGURE 2 • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: FIGURES: • • ANCHOR CAPACITY ADJUSTMENT FORMULA (DP..) x ( ANCHOR CAP"'""'"") .ANCHOR %MULLION CAP.,,o„a, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL. ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 6063-TB AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -1 1.000' t- 1" X 2.76' X .850' MULLION 1"R a IIJ 2 I {85� 'RODUCT REVISED d o uttd l IlwI5oride Acceptance No - - -._- / Product .0.0 `%.� � s{ 4Y1NN/ J'/p /, �CENSF`4F'Q * * No. 58705 crE p''Cc 1� lc 13 Lu` �� •.,F(OR10,.. (j. �� A L'ilik4t411.1.141, , P.E.`. FL P.E.# 58705 TABLE SA Mullion Capacity Table @beeee) 1e x 3.126° x JJOI? Alum Tube Mull Opening Width ((or r� sparring mWions) orOpeningHeight (forhorizortaiy- spalat means) 501n 60 In 700 8051 901n 1001n 12081 1401n 16081 Reolangdar loading Tiep+TBarg. Loafing Rectangular Loading TrAp7rlang. Loafing Redanpdar Lording Tiepr1dmg. lwdag Rectangular Lmdrg Tregfda70. Leadlg Rectangular laadog Trspfrrlarm. Loa tug Reetmnrdar Loading TmpTdang. 1.oa05g Rectangular Loads® Vap/Td853. Loafing Rwffingiar Loading Trsp7Tdao0 tondos Rea/angular 716111ag. lading I s. III 34/8' hi it 0.48• hi i III i 1374' # i hi 2' hi 14/4' hi 1- 179 hi i hi 1.18' hi (see note 4) hi i hi 45014s III $ hi WI Ms III 74008 hi 68498 h s 9 S 4261 170.0 820 170.0 435 170.0 744 1740 475 175.0 808 1702 508 170.0 992 170.0 519 ' 176.0 1115 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 621 4810 170.0 708 170.0 624 170.0 850 170.0 884 170.0 852 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 1702 1417 170.0 080 167.7 1577 170.0 080 135.1 1577 170.0 680 1162 1577 170.0 680 60.82518 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1546 170.0 684 1702 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 708 121.5 1405 170.0 758 106.3 1495 170.0 756 6510 170.0 797 170.0 812 170.0 830 170.0 891 1702 1116 170.0 764 170.0 1278 170.0 803 188.1 1401 870.0 837 149.6 1401 170.0 858 1242 1401 1702 801 108.8 1401 170.0 881 93.4 1401 1702 881 6066 170.0 OBS 170.0 701 170.0 1083 170.0 797 158.6 1158 170.0 878 136.7 1156 187.0 928 123.3 1150 150.5 917 111.0 1168 149.7 010 92.5 1168 144.5 603 75.3 1158 1443 903 89.4 1158 144.5 003 836i 170.0 930 170.0 745 159.8 1049 1740 8W 137.0 1049 165,5 885 119.8 1049 141.7 848 106.5 1049 132.0 835 85.8 1040 125.5 828 79.9 1049 119.3 WO 88.8 1049 118.6 810 599 1049 1182 810 601n 180.8 855 170.0 789 1392 955 181.3 804 119.1 805 133.7 788 104.2 955 121.4 776 928 065 112.6 765 63.4 855 108.4 767 093 955 89.8 749 56.8 955 98.7 748 52.1 955 98.7 748 721n 128.5 803 134.9 807 107.0 803 114.9 682 01.8 803 101.1 670 80.3 803 012 859 712 803 839 649 64.2 803 788 642 53.5 804 722 632 458 803 69.8 ea 40.1 803 65.7 827 781n 109.2 721 114.1 629 91.0 721 078 018 78.0 721 85.1 405 88.3 721 70.5 605 60.7 721 70.1 588 549 721 05.4 570 45.5 721 69.4 569 382 721 68.6 694 34.1 721 68.1 663 781n 101.0 684 105.4 589 84.2 684 09.4 587 722 684 78,4 678 83.1 684 702 507 551 584 04.4 558 50.5 084 599 551 42.1 804 541 541 30.1 684 51.3 538 31.0 084 80.0 534 gob 85.8 514 879 458 549 514 57.3 448 472 614 602 440 41.1 514 44.0 433 30.5 514 403 427 329 514 37.3 421 27.4 514 33.0 412 233 514 30.4 403 20.8 514 252 400 88In 54.2 460 15.7 404 452 452 47.0 386 397 452 482 390 33.9 452 38.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22.8 452 248 305 19.4 452 242 370 169 470 228 365 10861 391 357 389 322 31.7 357 32.7 317 27.2 367 28.4 312 23.8 367 26.2 308 21.1 357 227 303 19.0 357 20.8 299 159 367 150 283 13.5 357 16.2 287 119 357 150 283 11191 35.1 338 35.9 300 X.2 336. 30.1 Set 252 338 28.1 298 219 335 23.1 292 193 338 283 268 173 338 19.0 284 14.8 338 183 275 12.5 338 14.8 273 11.0 338 13.0 269 12019 27.7 289 282 283 23.1 259 • 23.7 270 15.8 289 703 258 17.3 288 18.1 252 15.4 289 16.3 240 13.9 285 149 245 11.5 289 12.8 240 99 289 11.4 238 8.7 289 10.4 232 TABLE SB Molter Capacity Table (Ire) AndarClp Panora substance 276. Canada 3.5r Cam. Hollow C1411 FMed C1AU PT Woad Mater bobber Type: 3/15 Woo Lemon 114• Boo Macon N1s Edo Macon 3/15 Eke U tsars 1/4' Mao Lemon 114• 86. Eke Ag0e9slor 5715 Elm Ulf aeon U4.83 Boo A970341. HD Steel 116.041(95) Ma Steel 0201(960124.235) 012 Sled Edge pstaraegut 1' 2-1/2' 1' 2.18' 3.10` 1' 2.172' 1• 3-172' 2' 34/8' 2' 0.48• 034' 2324' Embedment Inj 1114' 1374' 1374' 1-3W 2' 1 -114' 14/4' 1114• 1- 179 1-174• 1 -174' r 1.18' 1478' (see note 4) 2Ano3oe 60 4.767018.O.O./ sieadani dip (Fig. 12 38008 300TH 45014s 680759 1844405 270 98 WI Ms 35408 74008 488168 68498 1162155 32808 42015e 06008 4 Andorra • 1.15 ran. O.C.I Mondmd ego (Fig. 22 48008 700065 WA WA N/A NIA 300110 N/A WA WA WA WA 85200+ 07009 112008 4 Anatole ®588n. O.C./ 1022 M50eOips657*11. 35 780 ms 78008 850 06. 158008 1808 Ors 8401.59 680 Ws NIA 760 Ors 93805 63008 2384153 652 gm 840 08 112016s 3 Andras 606.40• *6.o. O.C. / tMBp, bdo 1/8' Alan. (Rg.42 WA WA N/A WA WA WA WA N/A WA NIA WA WA N/A WA 1074153 1 Anchor /F421p09g.52 186 ms 105 Ms 27808 44508 822 Ma 13508 14008 177165 370 @3 23408 332k0 58108 103153 21006 28005 2 Anchors 401.15 Mkt. O.C. 7 F.2p (Fig. 8S 240 Re 350 On NIA WA WA WA 18008 WA WA NIA WA N/A 32608 42008 800569 . FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 8: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP= ) X ( ANCHOR CAP.,,.,, .ANCHOR MULLION CAP.,,,. .\ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-30. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1-.1.0000 -1 LX 3.125'X.5'MULLION (1• VF MULLION) E MULLIONS *RODU TI EVI ate Florida Cade % co6Tatoa 1'l0r�7i� 11110 PrOd912 onluol----) .0G •�� c i III y�L,ii// * No.58705 ' t N13 ' A. LYAN ME1IE P.E. FL. P.E.B 58706 TABLE 6A Mullion Capacity Table (Ihef31) 1 x 4 x .125 Opening Width (for wracally- spa1Wcg mullions) or Opening Height (far lydzo1 oapaldngmt s) 5015 60In 7010 8010 9015 10015 12015 (4010 86010 Rectangular Loafing Trap/ 70. Lowing Rectangular Leafier 7teplitlang. Leafing 9506915 Loading Tr9pt7d•tg. Loam Rectangular Loafing Traprldeng Loading Rectangular loading LoplDIasg. 1•a8Og Rea80g1ear 1.9808 T$apnnang. Loafing Reoteesier 1.08453 Two, Tang. L6ffiag Rectangular Loafing Trap/Mang. Loading Reaahgidm Loading t!a)NNor fi. Loaahg 11 11 1111 2' it 1 0.324' Embedrusel6s) 1 1414' 1 1074' 2' 1.174' it 1 -34" 1 -114' 1 -174' 1-114' r 1347' 1418' it 2Anehom (a 4.76' tan. 0.0. / Stand Clip gam. 1 929 39063 - 39083 it 11 li 11 11 11 11 11 11 11 g E q781n 42N 170,0 620 170.0 136 170.0 744 (70.0 478 170,0 808 170.0 608 170.0 882 170.0 818 170.0 1118 170.0 621 170.0 1240 170.0 821 170.0 1488 170.0 821 145.8 1489 170.0 621 127.6 1488 170.0 621 4615 170.0 708 170.0 624 170.0 580 1780 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 188.3 1303 170.0 060 130.3 1303 170.0 680 111.7 1203 170.0 880 077 1393 170.0 880 80.42515 170.0 747 170.0 663 170.0 690 170.0 031 170.0 1048 170.0 884 170.0 1190 170.0 723 168.1 1235 170.0 747 140.5 1235 170.0 768 117.1 1235 170.0 768 150.4 1235 170.0 768 87.8 1235 170.0 708 6415 170.0 797 170.0 012 170.0 956 170.0 at 170.0 1116 170.0 764 154.4 1158 170.0 803 137.2 1158 170.0 537 123.5 1168 170.0 858 1020 1158 170.0 881 88.2 1168 170.00 881 172 1180 170.0 851 60 in 170.0 886 170.0 701 108.7 1042 170.0 707 1423 1042 181.1 832 129.1 1042 148.7 515 111.2 1042 138.8 801 1063 1042 1302 781 53.4 1042 125.1 782 71.5 1042 126.1 782 82.5 1042 128.1 782 831n 170.0 930 170.0 746 1612 992 183.0 818 1298 992 144.4 799 113.4 982 131.0 782 100.6 982 121.4 788 80.7 892 (14.8 788 78.9 892 139.4 748 64.8 892 108.0 744 58.7 992 108.0 744 88TH 100.4 847 170.0 788 137.8 547 148.0 708 116.1 847 1303 748 103.4 8h 4177 782 91.9 047 108.7 738 827 047 1023 727 889 047 88.1 713 59.1 047 94.0 711 517 847 84.0 711 7215 1383 849 142.7 737 113.2 848 121.8 713 57.0 848 108.8 708 84.5 649 83.4 895 753 849 88.7 888 97.9 849 82.7 875 68.8 849 76.3 428 489 849 72.6 851 420 849 72.4 651 1153 742 1297 685 96.3 762 102.8 862 82.8 742 90.0 640 72.2 702 809 829 842 762 74.2 410 42.0 782 892 613 45.1 762 62.8 802 41.3 782 N.8 687 38.1 762 69.4 855 78 fn 1069 724 111.4 034 89.0 724 949 821 78.3 724 829 809 68.8 724 74.4 699 68.4 724 88.1 091 63.4 724 83.4 583 44.9 724 67.3 673 382 724 64.3 687 $3:4 724 633 685 8015 609 543 71.8 483 68.0 543 80.7 474 49.7 643 429 488 43.8 543 47.1 458 389 643 42.8 452 34.8 843 393 448 29.0 643 349 438 249 543 32.1 430 21.7 643 30.7 428 86 15 87.3 478 689 427 47.8 478 49.7 418 409 475 432 412 35.8 476 383 408 31.8 475 34.8 400 28.7 478 320 305 23.6 470 28.1 388 203 478 28.8 380 179 478 24.2 376 108 i3 40.3 377 41.1 341 339 377 349 335 20.8 377 90.0 330 292 377 28.8 325 224 377 24.0 321 201 427 22.0 317 18.8 377 19.0 310 14.4 427 17.1 304 111 in 37.1 357 37.8 323 309 367 31.8 318 28.5 387 279 313 222 357 24.4 309 20.8 357 220 305 183 357 20.1 301 16.4 367 17.4 284 1201n 39.3 306 28.8 278 228 308 25.1 274 27.0 306 21.7 270 18.3 300 19.2 287 18.3 308 17.3 283 14415 17.0 212 17.2 196 TABLE 6B Anchor Capacity Table (me) Anchor Clip Patterns 88580818: 238 Caw* &0.4 Con. HOII08CMU Filled CMU PT Wood Metal AvehaType: 3t18"Ew Mace 114' Eke Macon 916•Eko Wawa 3H4 Elco Macon ttr Eke Macon U4' SS ROO 5l46' Ebro Macau U4' SS Ego Aggregator 310 Wag Screw (GO; 512 Steel Screw(08) 812 Steel Scram (95) Edge Meow (5): 1' 2413' 1' 2412' 34/8' 1' 246' 1' 2412' r 34/8' 2' 0.48' 0.54' 0.324' Embedrusel6s) 1511 1414' 1-314' 1074' 2' 1.174' 1 -114' 1 -34" 1 -114' 1 -174' 1-114' r 1347' 1418' (99106 4) 2Anehom (a 4.76' tan. 0.0. / Stand Clip gam. 1 929 39063 - 39083 46089 8901W 104408 270480 28019s 354193 74019s 48898 88469 1182 Ms 328I88 428188 880193 4 Ashore G 228' We. O.G /Standard Clip O'lg. 3) 70019s 70019s 680708 1410153 X00 WA 880100 WA 630 ms WA 86089 WA 852 g9 84089 1120 Ws 8 Anchors dg 1.19N1n.O.C. / Standard f p(Fig.4}: 960 Ds 14001W WA WA WA WA 780159 WA WA WA WA WA 130409 1680193 2240193 4 Anchors G 3' Mtn. 0.C. / (2)246Angk Ceps 919 59 78069 780a0 80019s 1700199 5288126 04089 880193 708133 1480 Re 836195 132889 238489 802108 84859 1120400 8Anchors 43'516. OZ. /(2)246AegteCps fig. 6): 1170 Ms 117089 10201139 2340 On 284459 81089 84093 WA 114089 1404142 1370 54 3048199 978 (00 1260 Ms 7880100 4AMdro8 G 0.45 31910.0. /Map. Irdo 158• Alum (Fig. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143269 2 Amhara $3.25' b15LO.C. /F4Xp(Fig.8); 35009 35088 2801bn 78009 478181 WA 280103 WA 316 Ms 00a 440h66 0 t 328199 4200.9 68080 4Anehas G 1.16.Len. O.C. /F401pfig. ei 48088 700193 WA WA WA WA 38003 WA WA WA WA WA 65209 9400e 11201b0 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2 • • FIGURE 8: • • i • • FIGURE 3: ▪ fi • • FIGURE @ ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • • FIGURE & FIGURE 9. i • • FIGURE 7: • • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dp) X ( ANCHOR CAP.,,,,,,, ANCHOR CAP.,m `MULLION CAP.,,,,0.a' USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --•j 1.000' 1 X4'X.125' MULLION .126' 0 J 2 W Z L a o < 0 PRODUCTRHVL43D as complying with the Flmeda AL e No t4 -JL3t i` . tw P Centro 1%1111111I//, LYNN /*4� �• '�� •' 1,10ENSg••.�'p iii * ' No. 58705 • t 4 13 •W; STA • ' /.7, 'ONA1- A. LYrPU tglia iR, P.E. FL P.E.# 53705 TABLE 7A Mullion Capacity Table abaft) 1 x4 X.378 A[um Tube Mutton Opening Width (for ee19ceatspannhg nxdgons) or Opening HeIgM (for horlaud4gy -sp ming muttons) 50 th 601n 70th 001n 901n 100la 120th 140th 180th Re0te1Pdar load*, TrapFrdal9. Loading 8e419107631 Loading 7789751369. Longing 86150943 Loa0cg T1WRtang. London Reoaogaa Loedth0 16>Mfang• Loading Redar9efar Loafing Ttaprtgang. Loadng Reatangaar Loading 10•776ang. Loadin9 Rectangular Londog Vatdfdan9. Loaded RBatha9dar Loading lteptidatg. Loading Recten091ar Loading T9571155. toning ii I il 1 ii I it 1 ii 1 it 1 ii I il 1 0.i I 11 I ii / it 1 ii II it 1 ii I it 1 ii I it i ii 11 it 1 ii I it 1 ii I it 1 ii I it 1 11 II ii 1 it I ii 1 II I li 1 II I 11 1 it h ii 32800 42 In 170.0 620 1709 438 170.0 744 170.0 478 170.0 888 170.0 608 170.0 892 170.0 016 170.0 (118 170.0 821 1700 1240 170.0 621 170.0 1485 170.0 021 170.0 1735 170.0 521 170.5 1683 1790 521 481n 170.0 708 170.0 624 170.0 880 170.0 884 170.0 992 170.0 830 1700 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 550 170.0 1883 170.0 680 151.6 2024 170.0 680 60,6251n 170.0 747 170.0 663 170.0 888 170.0 831 170.0 1048 170.0 684 170.0 1188 170.0 723 170.0 1346 170.0 747 170.0 1404 170.0 766 1790 1793 170.0 756 168.0 1919 170.0 756 138.6 1819 170.0 768 041n 170.0 797 170.0 012 170.0 868 170.0 691 170.0 1116 170.0 784 170.0 1278 170.0 803 170.0 1434 170.0 837 170.0 1884 170.0 658 169.9 1788 170.0 881 137.1 1799 170.0 881 1209 1799 170.0 881 601n 170.0 885 170.0 701 1708 1003 170.0 797 170.0 1240 170.0 878 1700 1417 170.0 944 170.0 1894 170.0 998 155.6 1519 170.0 1033 129.6 1819 170.0 1003 111.0 1810 170.0 1063 972 9818 170.0 1063 63 In 1700 830 1709 746 170.0 1118 1700 850 170.0 1302 170.0 840 170.0 1488 170.0 1015 1883 1642 170.0 1078 141.0 1542 170.0 1122 117.8 1542 168.5 1158 100.7 1642 1879 1167 80.1 1642 1879 1187 88 to 1700 074 1700 789 170.0 1159 1700 803 1790 1384 170.0 1072 160.8 1472 170.0 1088 142.8 1472 1809 1148 128.6 1472 188.8 1130 107.1 1472 1479 1108 81.8 1472 148.0 1104 50.3 1472 148.0 1104 721n 170.0 1063 170.0 878 170.0 1276 1720 1009 1609 1320 1562 1101 142.0 1320 149.9 1082 117.3 1320 1378 1088 1079 1320 128.8 1049 88.0 1320 1179 1024 78.4 1320 1128 1013 68.0 1320 112.6 1012 761n 1700 1122 170.0 077 1488 1194 169.4 1013 1282 1184 1399 094 1122 1184 128.7 978 89.7 1184 115.3 984 898 1184 t07.5 852 74.8 1184 87.8 935 04.1 1184 83.1 827 06.1 1184 62.3 825 7818 168.1 1124 170.0 907 138.4 1124 147.0 907 1108 1124 128.8 647 103.8 1124 1169 931 92.3 1124 106.8 818 620 1124 988 909 892 1124 89.0 820 692 1124 84.3 861 51.9 1124 632 678 001a 108.1 844 1198 760 90.1 844 91.3 736 772 844 82.1 724 878 614 73.3 712 80.1 844 683 702 840. 844 81.4 693 45.0 844 64.2 076 389 844 42.0 688 338 844 47.7 662 98th 89.1 742 91.5 683 742 742 772 807 83.8 742 872 841 06.7 742 89.8 831 483 742 84.1 822 443 742 493 814 37.1 742 433 500 313 742 38.0 600 27.8 742 373 584 108 In 62.8 668 638 530 52.1 688 53.8 621 44.7 558 408 613 321 568 41.4 505 34.6 886 37.3 498 31.3 580 342 492 201 588 29.8 481 223 888 28.8 472 ' 19.8 686 24.7 468 111 In 678 665 68.8 603 48.0 588 498 485 41.2 895 429 407 30.0 555 30.0 460 329 855 342 473 28.8 555 31.3 407 24.0 075 27.0 427 20.8 585 24.3 448 18.5 555 224 442 120 1n 45.6 476 404 433 300 479 39.0 426 32.6 476 33.7 423 28.8 476 29.8 414 28.3 476 28.8 409 22.8 470 24.5 404 19.0 478 21.1 395 18.3 470 107 387 14.3 478 17.2 381 144th 28.4 390 297 305 22.0 330 224 301 18.6 330 190. 297 18.8 330 17.0 203 TABLE 7B Anchor Capacity Table pbs) Anchor Clip Patterns 8ubs6at0 2.78 Coecte 3.80 Ca•. Mae CMU Red CM P706084 69e161 Agar 119 3fl8•igcotJtrawrl 114. Boo LaecaA 6715 Ea0 W ern 9115 Eke U0txolr 114' Mama Ur 88EC0 Agg<ctsdx 6115 EO0 Mem 1!4'88 Woo AsyysGata #103 8asw(35) #12 Steel 8892,65) 912 Steil Screw (O5) Edge IXstanse (Int r 2-flr r 2412' 34/8' 1' 2-142' r 2412' 2' 3418• 2' 5A8' 0.86' 0.324' Embedmd1(1 : 1314" 1314' 1314' 1'814' r 1-114' 1-14' 1 -114' 1414' 1414• HIV 2' 1378' 130' (see nobs 4) 2Ma1as @4.78"6400.C. I Standard CIO (ig. I of W 39000 390 Ws 45089 8807n 18648s 27015s 20083 36498 7401M 468019 6840* 113289 32800 420165 6600• 4 Anchors @ 225 AWL 09.1 Stendad Cop Mg. 3): 70016$ 700109 880 On 14006e 862108 WA 680169 WA 830159 WA 880109 WA 65289 84016$ 112089 8 Anthers @LUVMo0.C.18t dOW(3I9 4 86015 1400165 WA WA WA WA 78089 WA WA WA WA WA 130489 188089 224016$ 4 Anchors @3'.081.O.C. /(2) 248 Antis Ceps (F10. W 78089 78089 9000• 1780 Rs 3258 go 86008 82089 708 Ms 148000 83885 1328 Ds 236485 8528e 84085 1120 00 01315119543 3' tan. O.G 1(2) Menge 5099915. 4 117059 117008 102050 234089 284489 81088 840110 WA 114089 1404 Ms 132016$ 361888 97808 1280149 188000 4 Mx1as @ 0.45 M. O.C.I 1.1425, into UV Alum. (Fig. 4 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143200 2 Amebas @225 MIA O.C.I F4115 971g. I* 98016$ 35085 2908s 70516$ 47816s WA 28085 MA 315 Ds 088 440 Ms 088 32886 420 Ds 62088 4 Anders 761.16* MIS. O.C./ F4alp (gig. er 48016s 70089 WA MA WA WA 39089 WA WA WA WA WA 802150 860 M8 1120 8s NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: FIGURE 2: • • FIGURE 8: • • • • FIGURE 3: • • • • FIGURE 8: • • • ANGLE CLIP (FIGURES 558) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • • • FIGURE 8: FIGURE 8• • • FIGURE 7: • ANCHOR CAPACITY ADJUSTMENT FORMULA (DP ) X ( ANCHOR CAP.,,,,:` a ANCHOR CAP., MULLION / USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN TIE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDmONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. • ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS L4 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 4.000' SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A8TM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. AWMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .082' r --' j 1.000' .378' •X4•X.375 . 1 2 -r- MILLION Li OI W • a M § a U W N Pt 611 1 0 r 2 iy3 g us M3 A° A° 6 X < 3 O2 a • As 00 PRODUCT RBVISBD 9s 000917158 with Ub5Florida Leann Code AcOemoneo No +/ S C33 t ■ %, nil y' !cs 6 Product 4 01dro �O01LYNN 4�i�� RT, UC'EN$ F'p * ' No. 58705 * 0 �' STA ''A`LSN1NIIMILLEl P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (IbeAt2) 128° x 9. 188" x Opening Width (for ver8autp6pandng rnUtons) or Opening Height (for mullions) 20 In Ca In 70In 80 to 90 in 1001n 122 1401a 1601n Reatmglar Looms 771101303 Loading RecWngeiar Loading Tom. Loadhtg Reolongdar Leafing Loplfdang. Leesng 313511915112 Loading 1313073483 Wafts Loading T74p0181g. Loading Re0e72u28/ Loading T11251333. Loading 13501331 Lowing TmpAdarg. Loading Rama Loading 1310615119. Loading Reoteagdar Leading 73.1114®08. Loading 3.12' 2' 34/3 438 170.0 744 1700 478 170.0 868 170.0 503 170.0 892 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 821 170.0 1488 170.0 821 170.0 1735 170.0 821 1819 171 170.0 921 IMU Length 421n 170.0 620 170.0 481 1700 708 170.0 324 1700 858 1700 684 170.0 958 1700 630 1709 1133 1700 681 1700 1276 170.0 077 1700 1417 1700 880 154.8 1548 170.0 980 132.7 1548 170.0 880 110.1 1843 170.0 880 60.6261. 170.0 747 170.0 683 170.0 580 1700 831 170.0 1048 1700 584 170.0 1195 1700 723 170.0 1345 170.0 747 157.0 1468 170.0 783 1392 1488 170.0 768 118.3 1468 170.0 768 104.4 1468 170.0 780 54 In 110.0 797 1780 612 1700 958 1700 891 170.0 1116 170.0 764 170.0 1276 970.0 803 183.1 1378 1709 337 146. 188 170.0 858 122.3 1373 170.0 801 1049 1378 170.0 881 91.7 1373 170.0 861 902 170.0 858 1780 701 1702 1033 1709 797 1589 1188 170.0 878 1389 1153 167.4 830 123.6 1168 186.8 919 1112 1188 160.0 912 82.7 1168 1449 958 79.4 1168 144.8 905 69.5 1153 1449 905 031,, 170.0 930 1780 746 1601 1051 170.0 660 137.2 1581 166.9 852 120.1 1551 142.0 648 103.7 11351 1322 897 95.1 1581 125.7 830 90.1 1001 1192 ES 889 1051 119.1 321 600 1581 119.1 621 681n 167.1 837 170.0 789 1393 957 1810 805 119.4 957 134.0 790 104.4 587 1219 777 928 657 1129 797 63.6 587 108.6 789 690 957 1000 758 59.7 957 680 748 632 957 98.9 758 7231 128.7 604 158.2 698 107.3 004 1162 684 919 604 101.3 871 80.4 904 91.4 680 719 804 64.1 850 84.4 804 76.9 843 63.8 604 724 833 46.0 804 899 879 402 804 69.6 628 78 In 109.4 722 114.4 030 51.2 722 972 818 75.2 721 85.3 806 88.4 722 7117 698 609 722 70.3 580 54.7 722 98.5 880 46.0 722 69.8 670 39.1 722 663 585 842 722 682 684 78 In 1012 885 105.8 600 84.4 685 Me 886 72.3 686 78.8 677 83.3 685 70.6 588 86.2 886 84.8 580 50.9 885 881 553 42.2 885 54.3 543 332 886 51.4 537 319 858 60.7 838 801n 850 815 88.0 457 540 818 67.5 449 47.1 816 60.1 441 41.2 5116 44.7 434 369 615 40.6 428 33.0 618 37.4 422 279 618 33.1 413 23.5 816 30.6 407 209 616 25.1 404 86 N 64.3 483 869 404 45.3 463 47.1 387 389 453 412 391 330 453 334 385 302 453 33.0 379 272 453 30.4 374 226 453 26.6 386 18.4 453 24.3 380 17.0 453 22.9 356 108 in 38.1 368 39.0 323 319 338 328 318 272 358 28.4 313 23.8 588 25.2 396 21.2 358 227 304 19.1 388 20.8 300 16.9 358 160 293 111 In 35.1 338 39.8 300 39.3 338 30.1 301 25.1 338 25.1 287 220 928 212 383 199 338 20.9 288 17.9 338 19.1 286 1201n 27.8 280 283 284 23.2 280 25.8 260 189 290 209 266 17.4 180 18.2 289 16.4 290 10.4 248 1441n 18.1 201 163 188 TABLE 8B Anchor Capacity Table (Ibs) Anchor Clip Patterns SBtnt3.le Elk Coneite - 3.68 Cana. Ncrom attl FIUed CMU PT Wood sletei Arohatppe 3118 E1olAnaoa 14 QroUO3.001 6H8' Eke mmm 3/19 EbSUI109oon 14 Poo Ullman 14' 88 EMos 8/16" Eko Care= 1/4' 88 Eloo Aggreelator 05081ed (361 91285x4 533.3(34 012 Stall easw9363 E4320 lxefma a Or r 2-1431 r 2.542' 3119" r 3.12' r 3.12' 2' 34/3 2' 0.48' 004' 0.324' Embedment 9nr 1374' 142$ 1324' 1;04' 2' 1.154' 1 -114" 1414' 1 -114" 1 -154' 14/4" 2' 1-221' 1358' (See rote 4) 2 Andras 60 4.75' Min. O.0. / Standard tip 9'79 17 39012 390145 450 ms 89052 164759 27025 260103 36413 74013 488160 6641.05 1182105 326115 420 xis 85855 4 Amens 01.16" MIa O.0. / Standard Clp(Rg. 23 48015 7001s WA NSA WA WA 38019 WA WA WA WA WA 86215 84015 112014 4 AnWtao 483' 0*31. 0.C. /(2) 245 Angle C125 33.3r 758115 780145 88012 133099 1699105 540189 560 Us WA 7130 Ms 838152 880 to 2384 Ms 832119 84009 112002 4Andrae 10 0.45' Min 0.0.1 UCgp, Edo 18' Alan (no 47 WA WA WA WA WA WA WA WA WA WA WA NIA WA WA 143215 1 Moba /F42p(Ng sr 185 Ws 196359 22509 44659 82213 13629 14019 17714 37015 234100 33215 59189 18319 21069 2025 2Mchon ®1107 Min 0.C. / F•9p 31g. 63 240119 35015 WA WA WA WA 19016s WA WA WA WA N/A 32815 420 Ike 6801e THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: • • FIGURE 3: • • FIGURE 4: • • • • FIGURE 6: • • • • • • • FIGURE it • • ANGLE CUP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,)X ANCHOR CAP. "°"'") MULLION CAP.,,,,.,.,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083-TS AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188' 1.26 X 3.188' X .286' MULLION (1-114' VF MULLION) 2 m W m8 • N i R X 6 • a a X N Q- a8 a • i iw 0 0 U P.M PRODUCT REVISED as comp(grogwil dm Florida BMBdIng Codo Acooplonce No aF 6 `‘‘,1001LYNM7,41/ /r," /i '��O' CENSe• 4�'�i * No. 58705 TABLE 9A Mullion Capacity Table Obalft ) 2 x 4 a .26 A81m.Tube MuOl•n Opening Width (for vertically-spanning mullions) or Opening Height got zodally spwming an lions) 686 60 In 706 - 80th hi in 1001n 1200, 1406 1602 11044005440 Lamdi2 Sej904ag. Iaa6ng Rm464ge04 4940g TsapfMag. Loading 266:11940 Losdig Trep/Tdang. 14d4 Reclans614 Lowit9 7,aAl01m,0. Leading 14004114611 Laming Trap/Wag. 102208 Ftesten2dat Load5B 74p/12mg. Loadieg Reo2,28fer Loadbg 70891122. tom 80008296ar Laming Tba/bans Loading Roeten9407 loading TreplOteng. long - 2414'' � 3.116' � 0.48• I0. 0.26' a 13/4' I 1414' a 2' I 1 -894' I 1 -114" I 7114' I 1376' a (sea note 4) I 389 be I 45010 I 184416e I 28014s I 74082 _ I0. 1 II 32312 42In 170.0 620 1702 435 170.0 744 170.0 478 170.0 888 170.0 WA 170.0 882 170.0 819 1700 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 170.0 21 170.0 1883 170.0 621 482 1700 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.5 1276 170.0 WT 170.0 1417 170.0 880 170.0 1700 170.' 880 1702 1983 170.0 880 170.0 2287 170.0 880 602252 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170A 1494 170.0 768 170.0 1793 170.0 755 170.0 2092 170.0 768 170.0 2381 170.0 768 646 170.0 787 170.0 812 170.0 958 170.0 891 170.0 1118 170.0 764 170.0 1278 170.0 803 170.0 1434 170.0 637 170.0 1884 170.0 856 170.0 1919 170.0 881 170.0 2231 170.0 881 170.0 2555 170.0 861 802 170.0 885 1700 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 15944 170.0 988 170A 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 180.8 2890 170.0 1063 832 170.0 930 170.0 746 170.0 1118 170.0 855 170.0 1302 170.0 840 170.0 1488 170.0 1016 170.0 1873 170.0 1078 1702 1859 170.0 1122 170.0 2231 170.0 1189 188.7 2553 170.0 1171 146.9 2855 170.0 1171 886 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 1700 1669 170.0 1088 1700 1763 170.0 1155 170.0 1048 170.0 1210 170.0 2338 170.0 1270 151.9 2437 170.0 1280 132.9 249 170.0 1288 722 170.0 1083 170.4 876 170.0 196 170.0 1006 170.0 1488 170.0 1128 170.0 1700 170.0 1328 170.0 1613 170.0 1316 170.0 2128 170.0 1387 145.8 2184 170.0 1488 124.8 2164 170.0 1628 189.2 2184 170.0 1530 781n 170.0 1122 170.0 937 170.0 1348 120 1080 170.0 1870 170.0 1209 170.0 1784 170.0 1322 166.1 1960 170.0 1421 148.8 1855 170.0 1606 123.8 1080 181.8 1648 108.1 1880 181.0 1636 822 192 182.7 1631 78 6 170.0 1161 170.0 987 170.0 1381 170.0 1118 170.0 1811 1709 1700 170.0 1842 170.0 1389 1627 1881 170.0 1474 137.4 1881 183.1 1800 114.6 1891 147.3 1473 08.2 1881 130.8 1459 669 1861 1372 1464 801n 170.0 1328 170.0 1144 149.1 1398 1800 1219 127.8 1398 138.0 1188 111.8 1398 121.3 1178 89.4 1388 1102 112 89.8 1398 101.8 1147 74.8 1388 89.8 1122 83.9 1398 82.7 1105 55.9 1398 78.9 1008 98 In 147.4 1220 1612 1899 1229 1238 127.8 1079 105.3 1229 1112 1081 92 1228 93.0 1064 919 1228 89.8 129 73.7 1270 2.4 1018 61.4 1229 722 893 62.7 1229 55.0 977 55.1 1278 621 02 1082 1039 971 155.8 W7 80.3 871 89.0 82 749 871 77.2 848 047 551 88.4 837 559 971 812 825 61.8 971 680 810 43.1 871 49.0 789 372 871 44.0 72 32.4 871 40.8 771 111 In 86.4 918 87.3 82 78.8 810 812 619 68.1 818 702 808 829 784 632 918 68.7 784 47.7 919 012 774 39.7 819 44.8 788 94.1 919 40.2 742 28.8 919 37.1 732 120 In 75.8 789 708 718 929 786 846 706 63.9 780 552 895 47.2 768 492 886 419 768 44.4 877 37.7 786 402 886 31.5 708 349 553 27.0 788 31.0 841 23.8 788 28.4 831 144In 43.7 648 442 604 38.4 548 37.0 496 312 808 319 481 273 646 202 488 24.3 848 25.3 478 21.8 648 229 474 18.2 848 199 484 169 648 172 465 19.7 648 16.5 448 TABLE 98 Anchor Capacity Table (Ib•) Anchat Clip Patterns 2 422 2.76 Calash 312 Conn. Hollow C 4U Filled CMV PT Wood Metal Anchor Tpp• 3Wdeo Litman 114•Bam Macon Wt8'Ebbs Uaeeen 3/16•8$$11Are °' f9r Eloo Ubaoa, 1/488®am A9greOm4r 1018- Etna taw= 114983 Eno AggreQaa MO Med 3264078) 112 Wed 84740019 612 Weal 732ew035) Edge 08feno9 0.2E 1• 2.1(2' r 24/r 3418' r 2.11T r - 2414'' r 3.116' r 0.48• 0.5r 0.26' Erb 22 13/4' 1314• 1414' 1374' 2' 1 -114' 1 -894' 1 -114• 1 -114" 1 -114• 7114' r 1376' 1918' (sea note 4) 2An141aa9475'&W. 0.0./ Woodard Cap (Fg. 1227 389 be 390166 45010 89062 184416e 27014 28014s 364163 74082 48914 8841$ 112 On 32312 4.1022 56064 4Arm127 49228.622.0.0./ 81m80td 0{P 0111.314 74082 74062 2016 14851$ 142462 WA 560 Ms WA 895@$ WA 821$ WA 65262 84018 11212 8Anahas ®171' M2.0.C.1 Sbmdnd Cap (158.4 86518 0601 758 Its 1948 be WA WA 70552 WA 78916 NN WA WA 97818 126022 188018 4Anobe7 ®3'886.0.C./(2) 2t5 Pasts Olds(Flg. 4 78012 117062 WEW 1170 02 89082 102012 1560 Ms 2340 be 1893 be 2344 08 IIVLV. 8101{8 5601. 84012 WA WA 760 be 11401. 906159 140411 800 02 132082 2384112 354818 85202 97818 940100 1260x2 1120112 188092 6 Make (0 3.146.0.0.1(2)248 Arlie Cops Mg. 3Anehas (01.94' Wa. 0.0.1 Ump, Into 118' A14s, (flq 74 WA WA WA WA WA PIA WA WA WA WA WA WA WA WA ( 4e 8Aeotans (0024•Mb. 0.0.7 U479, Into 118' A60 rib WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 2 Amho7952.88'616. 0.C.l 1444 Mg.4 370 be 37012 31618 74314 71216$ WA 28914 WA 9802 WA 44052 WA 2822 42062 58952 3 Amin741.71" 746. 0.0. IF.C12 (1410 14 30058 390112 34002 7252 948I11s 27012 2801s WA 30352 40819 44014 11214 2002 42092 68014 FIGURE 1: • • FIGURE 6: • • FIGURE 2: • • FIGURE 7: FIGURE 8: FIGURE S Os SO FIGURE 3: • • • • FIGURE 114 • • • • • FIGURE 10: • • • FIGURE 4: • • • • • • ANGLE CUP (FIGURES 68 6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR„) X ( ANCHOR CAP.,„,,,,` ANCHoo P.® `MULLION CAP.,„,.,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .129' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 645' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 126' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. G 2.000' A 4.000' TX4'X.25'MULUON 3 2 z 2 a 0 J U 5 2 gS `•0.r: %111IIII / / //, ONE (4'8989 M/< ,/∎ �CENSF''•� No.58705 s 13 �/•/ssI/ONA1y1�?�' A. LYNN MIU.ER, P.E. 68705 TABLE 10A Mullion Capacity Table Oats) 2%83'25 MM. Tube Mulls" Opening Width for terticaty- apamIng mM6ons) or OpertIng Height (for Ong mullions) 401n 60In 70in 80In 00In 100 6* 1205* 1404n 1801n Rennnguias Loading 722/0aIg. Loafing Reotnnejdar Loadng 1901312g. Lowing Recto gder Loading Tcaptfdatg. Laadng Resdangria Lowing 112pf101M1g. Loading Reotanguiar Loadlag Taplidang. Lowing Restasigubi Loating Tiap/fdanp. LoadIng Reolangalat London Tk4fi06q. Radetwabr Loadn0 1 apIl eng. Lowing Reatangolar towing Trap/t4Mag. taadng li $ ii I ii hi ii 11 hi ii ii hi 11 ii hi 11 ii fa" 11 ii hi ii ii III II ii I II I ii hi ii ii hi ii ii hi II li hi 111111 40012 hi li hi il ii hi il li h 1111 684100 1162 Ws fi F 42 In 170.0 820 170.0 435 170.0 744 170.0 479 170.0 086 170.0 600 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 48In 170.0 708 170.0 864 170.0 650 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 881 170.0 1275 170.0 077 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1883 110.0 880 170.0 237 170.0 080 80.828 In 1700 747 170.0 683 170.0 896 170.0 831 1700 1048 170.0 884 170.0 1186 170.0 723 170.0 1345 1700 747 170A 1404 170.0 758 170.0 1793 170.0 758 170.0 2032 170.0 758 170.0 2391 170.0 768 64In 170.0 707 1700 812 170.0 508 170.0 691 170.0 1116 170.0 784 170.0 1278 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 958 170.0 1013 170.0 881 170.0 2231 170.0 881 1700 2550 170.0 061 60In 170.0 885 170.0 701 170.0 1063 1700 797 170.0 1240 170.0 878 170.0 1417 1700 044 170.0 1594 170A 083 170.0 1771 1700 1033 - 170.0 2125 1700 1083 170.0 2470 170.0 1663 170.0 2533 170.0 1083 83 In 170.0 530 170.0 745 170.0 1118 170.0 850 170.0 1302 1700 940 170.0 1485 170.0 1016 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 1700 1163 170.0 2803 170.0 1171 170.0 2975 170A 1471 6863 1700 974 1700 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1658 1700 1088 170.0 1753 1700 1155 170.0 1945 170.0 1210 170.0 2333 170.0 1278 170.0 2727 170.0 1288 170.0 3117 170.0 1208 72131 170.0 1083 1700 178 170.0 1276 170.0 1008 170.0 1488 170.0 1136 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1367 170.0 2880 170.0 1468 170.0 2976 170.0 1639 170.0 3400 170.0 1630 78In 170.0 112. 170• 937 170.0 1348 170.0 1030 170.0 1570 1700 1208 1700 1784 170.0 1322 170.0 2019 170.0 1424 170.0 2243 1700 1583 1700 2592 1700 1328 1700 3140 170.0 1894 170.0 3588 170.0 1783 18 In 170.0 1151 (700 087 170.0 1301 1700 1118 170.0 1611 170.0 1280 170.0 1842 1700 1009 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2703 1700 1700 170.0 323 170.5 1777 170.0 3883 170.0 1788 90 In 1720 1328 1700 1144 170.0 1594 1700 1328 170.0 1850 1700 1408 170.0 2125 170.0 1863 170.0 2391 170.0 1783 1700 2858 170.0 1918 170.0 3188 170.0 2126 158.0 3413 170.0 2273 138.6 3413 170.0 2381 981 170.0 1417 1700 1232 170.0 1700 1700 1434 170.0 1883 1700 162 170.0 2297 1700 1784 1700 2550 1700 1832 1700 2833 170.0 2095 160,0 3189 170.0 2336 137.1 3190 186.0 2470 1200 3199 105.1 2428 1081* 1700 1424 170.0 1400 170A 1913 170.0 1847 1700 2231 1700 1020 170.0 2860 1700 2078 184,8 2781 170.0 2771 1463 2781 181.9 2333 123.8 2781 140.4 2281 105,8 2781 1260 2234 92.7 2781 118.0 2100 111 In 170.0 1088 170.0 1454 170.0 1066 170.0 1700 170.4 2203 170.0 1932 1700 2831 170.0 3149 151.5 2832 1623 245 130.0 2832 148.4 2248.113.8 2332 12.4 2188 97.8 2832 116.1 2126 85.4 2832 108.3 2098 1201* 170.0 1771 170.0 1588 170.0 2125 1700 1849 164.4 2252 1820 1991 135.1 2252 141.4 1084 1201 2282 1272 19338 106.1 2252 158.1 1915 001 2282 590 1672 77.2 2262 880 1638 070 2252 81.4 1608 144In 1221 1584 128.0 1445 104.3 1684 1801 1425 89.4 1584 01,5 1407 78.2 1584 007 1300 89.5 1584 72.3 1373 818 1884 00.7 1358 62.4 1004 56.0 1330 44.7 1584 482 1305 30.1 1064 44.4 1283 TABLE 10B Anchor Capacity Table (Iba) Anetar Clip Patterns 0050102 278 Concrete 3.5k Can 11214243240 FmedCMU PT Waal Metal Ar10MrType 34W 514942ttaco0 144" ElnoUlIrnoon W16'El" Meson 3110' Eno t0haoon 1/4` Soo t8Uaooa 1/4'88 Eta .0922322 WU"Ono Ullman 174'88 Goo AggaMator 01081 822035) 912 Steel SaewMN 012 822 22/2335) Edge (60 r 2142' r 2:142• 3.118` r 2.1/2' 1' 2112' 2' 3148' 2' 0.46" 064" 0.324' Embed/nerd 047 1 .04' 1374' 5344' 1344' 34 1114' 1.174' 1 -114" 1 -1/4' 1-174' 1414" 7 1413' 1.318' Dan 051o4) 2 Anchors 404.76. Min O.C. / 8fadard CI5.(Flg. 1 or 2t 380168 390162 40012 89012 1844100 270 Ito 280 Da 364158 74002 468 la 684100 1162 Ws 3280.6 420102 88050 4 Amhara 34.8' Mtn. 0.43. / 8404a44 Wp(F31. 33 78012 700478 900 100 178002 308412 540002 560000. 708 Ito 142002 9313 009 110400 2364102 852 Ws 840002 1120 08 8122h2242 1J1' 693 0.C./ 812323 Clip (F1g. 43 1180000 140000 101002 2595102 WA WA 94062 WA 1085002 WA 810 WA 130008 168012 240 We 4 Anoka 88 3.811.MC. /(21 226Antdo CSps 040.63 78012 7802 66010 166002 1898182 59012 8601.80 780 780008 93885 88010 238418 85212 842 Ws 112012 0 Melon 423'MIn.QC,/ 0325MoUcups Mg. o5 1680102 1680000 13805n 312012 316212 108010 1120152 WA 162018 187212 1790002 4728008 130402 1880102 224002 1214 060 fp ter MM. DC. /(2)2c6Mgle Clips (Fig. 7): 166012 210018 144012 378012 WA WA 132010 WA 1600 Ds WA WA WA 1993113s 242012 3330002 4110810 421.30' tan. O.0. / U4:3p, Into 100 Abb. (fig. 63 WA WA WA WA " WA WA WA WA WA WA WA WA WA WA 1432 002 8Anoho s 90 068 Lan O.C. /1M3113 Into 1/9' Alas.1719. sk WA WA WA WA WA WA N/A WA N/A WA WA WA WA N/A 284002 2 Mehra 49405' Ian 0.0. 1 74219 (Ng.103 39012 390108 450105 820109 1832150 27018 28082 36012 74002 48812 53212 118212 22082 420 000 580112 4 MW1om 801.74' Mtn. O.C. /FCOp Ong. 115 59012 7001s 8054'0$ 120812 WA WA 470 Is WA 633162 WA WA WA 852102 84012 1120 82 FIGURE 1: • FIGURE 6: • • FIGURE 2: nt FIGURE R • • • • FIGURE 8: FIGURE 4 • • • • • • • • • FIGURE 6 FIGURE 8: FIGURE 10 FIGURE 7• • • • • • • FIGURE 11. ANGLE CUP (FIGURES B MUST' BE USED 84 PARS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP®) X ( ANCHOR CAP.,,,,,,,,,` ANCHOR CAP.. `MULLION CAP..... USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT Will. YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FLEW FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Cam. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8063 -TO AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2* X8'X.2' MULLION v ti Q TR6DUCT REVI913D an complyingv7(Os tba Florida .8u1Ning Code t IN0`J.I" 1., s �. ate- r Miami P - Contra �`''o 1l!NN Mi `� ��,: ■}CENSF �� ' No.58705 '* • . Q STATE ,IONAL111,11 A. LYNN MILLER, P.E. FL P.E.8 58705 TABLE 11A Mullion Capacity Table (WWI 1.28' x 9.11" x.128 "Alum Tube MIA Opening Width (f6rue19oelly✓apertYnp 691/90114) or Opening H11pht (forhmlzonlaIyspaMrp euMons) 6015 6015 701, 6069 6015 10015 12015 1401 46015 GIs 166597 T6717da36. 9696 ReWngu1u . LOadro Ta7/7dap L0ading R o58coW Issdro 3993216. Losing Rega9cda 1.03679 Rag/Mans L4ad150 Realon9699 Waft 39179333 Loading Redarodar loading 7691dalg. 284463 1.09999 9. 16e96 Ractanguhn 1.00009 96611ag 169216 R991585118 108419 139169699. 164469 1 11 h ii 111 11 li 1 11 la ii I 11 II ii I 11 II li I 11 II II 11I 11 ii I 11 II li 111 11 li 1 11 la li I 11 II li 111 11 li 1 11 II ii I 11 h ii I 11 II ii ilk 11 li I 11 _ II li I 11 _ II li 37! 421n 1442 628 187.0 428 120.2 636 148.9 418 103.0 623 1399 414 9E1 629 1340 411 80.1 528 134.1 411 721 628 1341 411 601 629 134.1 411 51.8 628 1341 411 481 628 134.1 411 4815 898 403 1090 333 895 401 947 325 830 403 88.4 320 60.4 483 81.4 317 631 403 79.1 316 493 403 798 314 40.3 403 78.8 314 34.6 403 78.8 314 302 403 799 314 6082515 1323 362 91.0 301 898 362 79.3 294 68.8 362 71.9 269 61.6 382 87.2 2813 497 362 84.0 284 41.2 - 362 838 283 343 362 83.6 283 79.4 382 036 283 247 360 83.5 283 641n 07.8 318 741 207 506 314 842 281 485 318 57.7 266 424 318 5E5 253 37.7 318 80.8 750 339 318 495 249 293 318 45.1 248 24.2 318 491 248 21.2 318 49.1 248 00 ha 49.6 268 631 218 41.2 268 457 214 393 258 4E7 210 308 268 371 207 27.5 203 34.9 204 247 268 334 203 318 255 322 201 17.7 2613 322 201 145 268 322 201 8315 427 234 45.6 210 369 234 39.1 136 303 234 34.7 162 287 234 31.8 185 227 230 224 168 21.4 234 26.0 184 17.8 234 298 183 193 234 296 183 134 734 269 183 6810 37.2 213 39.4 104 320 213 337 179 295 213 29.8 178 23.2 213 27.0 173 200 213 291 170 198 213 23.7 169 195 213 222 187 1E3 213 220 168 11.6 213 220 188 721n 208 179 301 155 236 178 288 162 204 179 225 149 17.9 178 20.3 147 198 179 18.7 145 7515 243 181 24 140 20.3 181 228 137 17.4 181 180 135 162 181 17.0 133 7819 226 152 236 133 18.8 162 109 131 191 1137 17.8 128 TABLE 11B Mellor Capacity Table (I4a) Anchor Clip Pat01119 Albstrat0 27k Oonmate 349c Cono. Hollow CMU FMod CMU PT Wood Metal Mellor 1999 3114 Mao 1315e330 114' E109 Wawa) WM"&w l6trmm 3116' sloe Mama V4' Moo121180 1 1H' 89 EEO* A99aSatar 8/18'Eko Mena 12"88 tare Aegean* 110 Sled Screw 036) $126ted Caw 035) 112 Sled 8o96w(439 Edge 0i01ana8(61): 1" 2.16' V 2412" 3.1/8' T 2412' 1" 212' r 3418' r 0.48' 054" 0.324' Ea6edaenl(6n): 1.314 1.394" 1694' 1494 r 1 -14 1414' 1 -114 1 -14 1 -14 1415` r 14/8" 14/8' (000 note 4) 143206 4 Arxlmw® WPM. 0.C. /(g248N91e Caps (FIE 1g 76015 76016,, 880126 1600160 169316 540 Ma 56006 OVA 78013 8386s 680@6 2384166 855169 84086 FIGURE 1: • • • • ANGLE CUP MUST BE USED IN PAIRS. TABLE NOTE& 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANCHOR CAPACITY ADJUSTMENT FORMULAI OR (DPW)X( ANCH ) =ANCHOR CAP.® MULLION CAP.,..„„„ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. II WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND MS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r- 1.288" -1 .125' 128' X 2.11' X.125'MULLION (INTEGRAL FIN MULLION) 141141 MINUM TUBE M N a 31 a m 8 PRODUCTREVISBD as complying with the Florida Acceptance 23-►'25 5 TABLE 12A Mullion Oa city Table (Orafltt) 3.2r 30 DEQAL BAYMALL OpeningWldth( torvmdca2yspar ritn9mullions )orOpeningHeight(torhorl Y- ng ) 6010 8070 7011 8075 80 In 1001n 120In 14061 15061 Rectangular Leading 1443len2 Loading Rectangular T7W111en9 Loading Rm0>ng4a tiep(rdang. Rectangutar Loading T1pfleng. Rectangular Loading Try. Leading Rectangular T4apmtang Rectangular TS g. Leading Reclangdar Loading 775771190143 Rectangular Loafing 707151011. iLioadnig 13 2' h 2' h ii it h Embody ent pa h ii iLioadinig h ii iLioadnig h 1414` h ii iliodnig p 1414' a 2' h ii iLioadng ggh ii iLioadnig h ii i1i882i0 h 890168 h 27008 h ii iLieadei h i h ii E8015 q7861 4261 170.0 620 170.0 435 170.0 744 170.0 478 170.0 588 1700 609 170.0 892 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1489 170.0 621 170.0 1735 170.0 629 149.1 1740 170.0 621 4815 170.0 708 1700 624 170.0 860 1702 684 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1276 170.0 877 170.0 1417 170.0 880 162.2 1522 170.0 880 130.5 1922 1700 5811 114.2 1692 170.0 680 50.92511 170.0 747 9700 683 170.0 898 170.0 831 1700 1040 170.0 884 170.0 1192 170.0 723 170.0 1345 170.0 747 184.2 1443 170.0 766 138.9 1443 1700 756 117.3 1443 170.0 750 102.8 1443 1700 756 641n 170.0 797 1610 612 170.0 958 170.0 691 170.0 1116 170.0 784 170.0 1276 170.0 803 1604 1353 1700 837 144.3 1353 170.0 858 1283 7363 170.0 881 103.1 1443 170.0 881 902 1333 170.0 881 68010 170.0 885 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 878 148.1 1248 170.0 944 139.9 1218 1690 938 1189 1218 152.1 924 87.4 1214 148.1 813 63.6 1218 148.1 913 73.1 1218 1493 913 831n 1700 930 170.0 745 170.0 1110 170.0 850 150.2 1160 188.8 133 131.4 1100 163.0 914 1189 1180 141.9 928 105.1 1150 1342 892 87.8 1180 128.7 871 76.1 1160 1282 870 657 1160 1262 870 170.0 974 1700 789 182.4 1048 1859 881 1300. 1048 140.8 884 114.3 1018 133.1 850 1010 1048 123.4 839 01.4. 1048 1186 830 782 1019 1094 921 85.3 1048 108.2 818 87.1 1048 1082 818 7275 1409 880 1479 784 117.4 880 128.0 748 1009 880 1100 734 880 883 1600 722 782 880 92.0 712 704 860 682 703 687 880 722 693 49.3 880 786 6813 44.0 880 78.4 888 119.7 790 926.1 690 89.8 780 1084 076 85.0 790 83.3 683 74.8 760 839 852 80.6 780 789 643 699 790 71.7 638 49.9 710 881 824 92.6 780 821 811 37.4 780 81.6 617 7061 7108 760 116.6 657 823 750 981 644 70.1 760 859 632 892 760 77.1 821 819 760 788 812 65.4 750 65.7 ero 402 750 694 594 39.6 750 68.2 688 349 750 569 688 00175 72.1 583 74.4 602 681 553 829 491 61.6 003 64.8 483 45.1 633 489 475 40.1 583 44.4 488 36.1 683 40.9 482 302 603 38.2 452 269 083 33.3 445 226 583 31.8 442 8635 92.4 485 61.1 443 49.6 492 61.6 435 42.4 480 44.8 421 37.1 496 39.9 421 33.0 485 381 416 29.7 495 33.2 409 24.4 485 28.1 400 212 496 288 394 18.6 498 25.0 390 10870 41.7 391 420 353 34.8 391 369 348 29.8 391 31.1 342 28.1 391 27.8 337 232 391 219 333 209 391 52.8 328 17.4 391 19.7 321 149 381 17.8 318 11161 384 370 392 335 32.0 370 339 333 279 370 289 370 242 370 70.3 370 214 370 71.8 318 192 370 20.9 312 18.0 370 18.1 305 120In 384 317 309 289 70.3 317 280 284 21.7 317 226 280 180 317 19.9 270 16.9 317 179 273 144 In 17.8 270 17.8 203 LE 128 Anchor Capacity Table (Ibs) AndwrGip Pattelrs Substrate: 2.78 Caroaate 3.6110396 RAW CNU 7111486/41.1 PT Wood Netts Anchor lypst 3718 Elm Lamm 114'FJ0ol2raam 6/18' ERA Macon 3/14' Eke 1/4" Elsa 1117 SS E10 A95)re3559 6418.8100 7389001 1/C 98 Sko AB1100a401 810 Steel 8aew(059. 612 Steel 80188 OM #12 Steel 81461c 655) Edge 0916960 (171 1' 2.1/2' 1" 2.112' 3.1W 1' 2.172' 1' 2172` 2' 3.718` 2' 0.48' 0.54' 0.324" Embody ent pa 1-914' 1414' 1314• 13(4' 2' 1414` 1434' 1474' 14/4" 1414' 1414' 2' 1970' 1478` (see rote 4) 2Anchors l5' Ma. O.0. /(2)246Ac oC9ps (dig. 4 390165 380 28 450 Ws 890168 170008 27008 250158 354 lbs 740 79.1 468108 72009 118201 32881 420165 560189 4Anchas 853.6' Mn. 0.0.185 246 Angtatlps Mg. 24 78079 750139 78091 1870 7118 252505 640199 060711 WA 1170 Ws 83661 8581 238481 652165 84003s 1120@9 8 MOM 022rEAO.C. /(2) 245 Angle Clips (Fig. 34 112008 1120 719 958168 224808 2254168 WA 840 01 NIA 1059168 MA 1320711 WA 07981 1280168 1880169 FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8083 -T8 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA ANCHOR CAP"'"" "1 OANCHOR CAP.,,, ( ) x `MULLION USE THIS FORMULA TO OBTAIN THE' ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MUWON. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Z 0 3 W m F z 2 v 0 a UQ I I ``f�A etO M U1 m No. 58705 i,eSS.FLOR10a. ;. liefONAL -Os A. LYNN MIULER, P.E. FL P.E.# 88705 TABLE 13A Mullion Capacity rabbi Obeftt) 3.26° 45 DEO.AL BAYMULLIII OpeningWidthforverlicalipspaW+ g1* >WAons)orOpeningHeight(larhoriz rtelpspetWrOm1A2om) Mb 801n 701n 801n 801* 1000 1201* 14018 180 in Recta*gda 1.0000 Treprate g. Lowing Rectangular Loafing Tiey?dang. L43435 Rectargist taming Treprldmg. Loafing R8 tar Loading Tre1d15994 Loading 886135546 Loading 70192099. Loading Rentantpter Loading Tiep4Ydag. Loading Realan®dw Loafing 1007338. Wad4g Redagder toeing 7159/!31515. Lowing Reotereda Loadig llaWNaig• 1.03di g 2412' r 3.18' T 0.48' hi 0.324' hi 14W hi 5-374` hi ii 11 hi ii il III li 14/4' 1 -184' i hi bath• hi (aee30184) hi 526103 hi 45009 hi 1700183 hi 280105 III 740158 hi 720168 il f08in s 420 170.0 620 170.0 435 170.0 744 170.0 478 1760 888 170.0 508 170.0 892 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 021 4810 170.0 708 170.0 524 170.0 850 170.0 584 1700 992 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 880 1833 1837 170.0 880 140.3 1837 170.0 680 1228 1837 170.0 080 60.625 in 170.0 747 170.0 163 170.0 888 170.0 831 1700 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 147.1 1652 170.0 750 128.1 1552 170.0 760 110.4 1552 170.0 768 541n 170.0 797 170.0 812 170.0 9% 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 503 170.0 1434 170.0 837 1552 1455 170.0 850 1223 1455 170.0 881 110.8 1465 170.0 881 87.0 1455 170.0 881 60 l 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 808 1257 1309 183.5 914 104.8 1309 157.1 952 88.8 1309 167.1 962 78.8 1309 157.1 982 83 le 170.0 830 170.0 745 170.0 1116 170.0 1100 182.8 1247 170.0 940 142.5 1247 184.5 963 128.7 1247 152.8 068 114.0 1247 144.3 952 09.0 1247 1302 838 81.4 1247 1353 838 71.3 1247 135.7 935 170.0 974 170.0 789 170.0 1168 170.0 803 148.4 1190 183.7 985 128.9 1180 147.9 945 115.4 1190 138.5 928 103.9 1180 129.4 014 88.8 1190 119.5 898 74.2 1180 118.1 863 840 1190 118.1 893 72In 1819 1010 *40,9 877 134.7 1010 144.8 859 115.4 1010 1272 842 101.0 1010 114.7 828 69.8 1010 105.6 817 80.8 1010 969 807 87.3 1018 90.8 705 57.7 1010 87.8 780 80.8 1010 877 789 76In 137.4 908 143.6 782 114.5 908 1220 775 821 806 107.1 781 85.9 808 882 749 782 808 882 738 883 808 82.3 728 87.3 908 74.7 710 48.1 8008 712 710 0.8 808 70.0 708 780 137.1 set 1323 754 105.9 881 1123 738 80.8 881 866 735 79.4 881 865 713 70.8 861 819 703 83.8 981 75.4 604 53.0 881 68.1 881 45.4 881 84.5 639 39.7 881 83.7 672 0011* 82.7 848 83.4 574 68.9 848 721 664 601 648 629 554 517 648 58.1 545 48.0 946 50.9 537 41.4 638 47.0 530 343 648 41.5 6118 29.5 848 382 511 26.9 848 38.5 507 Mb 88.2 508 70.1 508 58.8 568 50.1 499 483 468 51.4 491 429 588 428 483 37.9 588 41.4 478 34.1 088 38.1 470 28.4 588 33.4 459 24.3 588 303 452 21.3 568 257 447 108In 479 446 48.9 405 399 449 41.2 399 34.2 440 35.7 393 29.9 449 31.7 387 28.8 449 28.8 382 23.9 449 28.1 377 209 449 227 388 17.1 449 20.4 381 115.0 449 18.9 358 1111* 441 428 45.0 385 358 425 379 378 31.5 425 323 373 27.9 426 20.1 367 24.5 425 252 352 221 425 24.0 358 18.4 425 257 350 15.8 425 18.8 343 120 N 349 384 35.5 331 29.1 384 28.8 328 24.9 384 259 321 219 384 22.8 317 18.4 384 203 313 17.5 384 157 529 144 In 202 253 20.4 233 18.8 263 17.1 230 TABLE 13B Anchor Capacity Table nibs) Anchor Clip Paterrs Sat•ttate: 2.0 Commie 3.53 Caw HollawC81U Red MU PT Wa3d 83eta1 Ami•tljry6 3nr ElablAmoon Ur H40 t208ee0 8116'Elea Larsson 35W 9100 Uptaa06 17r Bea 18It8c li 114•SS13ae Aggraciatar 6t18' Elea Meson VC 68 Eke A9getie<r 91084sa1 Spew (05) 912 Steel 8ate77(05) 912 Sheet Wow (011) Edge Disler=06 1' 24f? 1" 24l? 34W 1' 2 41E• 1' 2412' r 3.18' T 0.48' 0.64• 0.324' Embedment 94 14W 1414 5-374` 1-3W 2' 1.1/4• 1 -trr 1.94• 14/4' 1 -184' 14W 2' bath• 148' (aee30184) 2 Maas 68 r 696. O.C. / (2)2x6 0661ee Caps (0.g I) 526103 520158 45009 890 CDs 1700183 270100 280105 354@9 740158 486105 720168 11822110 326150 420858 580.3 47ndlas 62)33' MI6 0.0. /(2) 246Angte pipe (Fts 4 78003 78008 75203 16700s 252508 64016s 56008 WA 11200s 836 On 88503 236408 6520s 840 tbs 112009 6A10hore802 .71. Min. 0.0. / (2)45A6ge Clips (Rs 3): 112008 1120150 958158 224803 225410 WA 84003 WA 105908 WA 1320 Re WA 97803 128000 16600s FIGURE 1: FIGURE 2: FIGURE 3: • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED N PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANINOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .125` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (P ) X / ANCHOR CAP.,,.,,,, =ANCHOR CAP.„„ `MULLION CAP.,,,,,„, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125• A 4 ISTANT ALUMINUM TUBE MULLION a. 2 Ui W (o I • 63 r 'RODUCTREYISRD 88 complying with the yloiIdS 7oadingCodo . 5.15 sari o j,„ "i 3r1.[/tt 626 ,ads Product COMtN'"3 ` `\‘ 00, LYNN �� M/ /„ cENSF' •, 9 *: No.58705 • 1°t5f3 , u; - O '• STATE O �(/� ",, IONAL E�.s`. A. LYEfil l } I1.LhR, P.E. FL P.E.W 68705 y 1.000' r- 1 1.000' 2.000` 128" .126' 1' X r X.125' MULLION 6003.7$ ALUM. X-SECTION 376' MIN. .376' MIN. 2.000' i1 i I i � 1 i 3.126• 2 5.600' .125' .376" • X r X .375" MILLION 6063 -16 ALUM. *SECTION STANDARD CLIP 606378 ALUM. X- SECTION .125" '1 CUT HERE TO CREATE F-CUP. SEE r - DETAIL F, SHEET 4 -1 1.000' I-- 1' X 2.7E X .376' MUWON 6063470 ALUM. XSECTION .376" MIN. STANDARD CUP 6003 -T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1/16". 6.500" .378" MIN. 125" .740' OFFSET CLIP 6063 -TO ALUM. TOPVIEW .338'33 " MIN. 6083TU 6ALUM. USED FOR ALL 1' X AND 1'X2.75' MULLIONS, SHEETS 641 TOPVIEW .33E MIN. } U-CLIP 6063 46 ALUM. 1' X 3.12E X .800' MULL ONLY, SHEETS TOPVIEW 1 .338' MN. U-CUP 8063 -T8 ALUM. 1.25" X 3.188" X 285" MULL ONLY. SHEET 12 TOPVIEW -1 1.000" I•• 1' X2.75' X.650" MULLION 6003.70 ALUM. *SECTION TABLE B +1 I► -.128' 3.12E I- 1.000" l 1"X3.125'X.5"MILLION 6063-TO ALUM. X-SECTION 2X5 ANGLE CLIP 606376 ALUM. X-SECTION .000' .125° .376" MIN. 125' X 3.18E X 285' MULLION 5083 -T8 ALUM. X-SECTION 230 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1116". Mull Dimension (sheet POT Part Mullion Std. Clip Offset Clip U•CIIp Angle Clip 1 °X2"X. 126" (8) 88605 888113M 8881118M 886243M 888511M 1° X2° X.376 (6) 868008 868114M 688111966 686244M 666512M 1" X2.75" X.375" (7) 68607 668115M 686112066 666245M 688513M 1° X2.75" X.650" (8) 66808 666116M 6681121M 668248M 668514M 1" X3.125' X. 600" (9) 68837M 6661116M 866111466 688242M 66651566 126" X3.188° X.265° (12) 8664166 6681117M 8681113M 688241M 68851854 1.26" X2.11" X.125" (15) 89370 N/A NA N/A 888517M CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116". TABLE A .800' 1.26"X2.11'X.126'MULLION 6063 46 ALUM. *SECTION Dimension Value On) For Mullion: A 1.825 B 2.654 1 X2'X.126" Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 1•X2" X.376" Aluminum B 2.404 C 0.836 Tube Mullion D 0.490 A 1.876 B 3.000 1 "X2.76 "X C 0.767 .376 Aluminum D 1.118 Tube Mullion E .460 Mtn. A 1.312 1 "X2.76' X B 3.000 .650' C 0.476 Alunitmml D 0.838 Tube Mullion A 2.000 B 1 X3.126" X Alum C 0.683 .500' Tube Mull D 1.137 A 2.626 B 3.282 1.25• X3.186 X.285" Alum C 0.862 Tube Mull D 1.762 1.26' X2.11' X A 1.813 .121" Alum Tithe Mull NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I 5 2 0 ER K EC D. U M Dldolhodocl `\11111111//1/ `::�: CNY ... Nly M/y�',, S. CENSF ..• ': * I No. 58705 ' *" .Q STATEOF • !(/�: FS A. LYNkIL LLhR, P.E. FL P.E.# 58706 _°1 1.000' If 4.000' 1 °X4 MULLION 606346 ALUM. X-SECTION 4.000• .126' .126 rX4°X.37r MULLION 608346 ALUM. XSECTION .128' 45° BAY MULLION 606346 ALUM. X-SECTION NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 7 / < iii ii /iiiiiiz/ez, , STANDARD O.P 6063.75 ALUM. X- SECTION 1" X4•X.376 6.890° 'r -MULLION CUT HERE TO S�TIONM '376 3.126 - CREATE F•C.IP.SEE MIN. 3-1 F, SHEET 4 .376 2.876 2 CENTER OF ANCHOR HOLE MUST LE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. STANDARD CLIP 606346 ALUM. TOMMY/ 740• j 2.126 126 U•CUP 6063 -T8 ALUM. XSSECTION U-CLIP 606346 ALUM USED FOR ALL 1' X 4' MULLIONS, SHEETS 10 & 11 TOPVIEW TABLE D CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/1 °. TABLE C y l+ .125• 2X5 ANGLE CLIP 6063 -T6 ALUM. X- SECTION 5.000' 376 MIN. .376' MIN. 2X6 ANGLE CUP 6063 -T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1113'. Dimension Value (in) For Mullion: F 3.887 1 °X4 "X.125' 0 1.000 Nutnlnum Tube H 2.880 Mullion F 3.187 1" X4" X.376" 0 0.757 Aluminum Tube & H 2430 "r Mullion F 2.813 30° Bay Mull F 2.876 45° Bay Mull Mull Dimension (sheet# ) POT Pert Mullion Std Clip Offset Clip U.Clip Angle Clip 1" X 4" X . 125' (10) 60384 686111M 0861122M 888241M 666518M V X4" X. 375" (11) 66810 668112M 6661123M 668242M 666519M 1 °X4 °X.376.7°(11) 86653 868112M 6681123M 668242M 688518M 30 Degree (16) 86848 N/A NIA N/A 6865110M 45 Degree (17) 88650 N/A NIA NIA 6885111M 0 2 LU ALUMINUM TU O. !6l< 0 N a a 0 I I "RODUCF REVISED as complying with din Florida Building Ace No °, •] CEOT . �Ca Dodo Product Control 0%11111///,, > ``,N0C1y YN114.j/47 /i/ * No. 58705 • o 13 A. LYNN MILLER, P.E. FL P.E.# 58706 Mull Dimension POT Pert* (sheet g) Mullion Std. Clip U.Cllp Angle Clip 2'X4' X.26'(13) 68602 685281M 088271M 16605112M 2'X6' X.25' (14) 66804 685282M 668272M 8685113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2'X 4'X.� MULLION 8083 -T6 ALUM XSECTION I -j f► -.126• STANDARD CUP 6083.76 MJJM. *SECTION 2X6 ANGLE CUP 8063 -T6 ALUM. *SECTION .125' 5.500' 3.800' CUT HERETO CREATE F -CUP - SEE DETAIL F. �37s SHEET FMIN - - -- 3.43 / I L_ CT6AT6DIlM ID /CENTER OF ANCHOR HOLE MUST LIE 8063 -T8 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 8.17 FOR THE ANCHOR O.C. �DISTANCE. MAXIMUM ANCHOR HOLE DI1METE2 ANCHOR DIAMETER+ 1118'. 2'X6"X.25' MUI.UON 606378 ALUM. XSECTION r T 138' L1 J_ b b00 3.600` CREATE F.CUP. 375' �', _SEE DETAIL F. SHEET r 4.' 6.43 STANDARD CUP 6063-TO ALUM. TOP VIEW 6083-T8 ALUM. D FOR 2' X 4' MULLION, SHEET 13 TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1118`. 2X6 ANGLE CUP CENTER OF ANCHOR HOLE MUST LE 6083 -T8 AU1M, WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 847 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1118'. 1.376" 2X6 ANGLE CUP 8063 -T8 ALUM. TOPVEW EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0; 40.0 PSF. LL tt d NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32 +1" =5'. REFERENCING SHEET 22. THE COWMN USING (' - -" RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24/4' AND WILL MEET OR EXCEED THE REQUIRED il NI ( :I l. _ - L SEE FENESTRATION APPROVAL _ �, , _ - — DESIGN PRESSURE OF +805/-5.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1' X 278'X.375' MULLION (LENGTH ° 72', OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE t8 +/ -58.3 PSF AND WOULD NOT BE SUITABLE FOR THISAPPUCATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.78' X.650* MULLION (LENGTH = 72', OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF +1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. SEE SHE 23 l pxd iISTANT ALUMINUM TUBE MULLIONS 4 ` II�itI N MULLION — 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)812 ANCHORS AND THE 2X8 ANGLE CUPS WITH (4)812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THE MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. LENGTH j/ / — 4 DETAILS, SHEETS 24 a. § I r- - -- r -T IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/.60,0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X 524.9 LBS BE USED TO QUALIFY 810 STEEL SCREWS FROM TABLE 4B) L ___I NOANCHORS IN weGDOW SILL 3Y NO CHANGES --I ' WIDTH (MAY ( psF) 72.7 );XAMPLE 2: THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3/8'. THE OPENING REQUIRESA DESIGN PRESSURE OF 45&0145.0 PSF. FOR THE VERTICALMUUJOIC Q 1 r. 1 M s- n No d 1) INITIALLY ASSUMING THAT Al' WIDE MUWON IS SUITABLE, THE MULLION LENGTH IS 32•+72' +1'+105' AND TM OPENING WIDTH IS 38' +36• +1' =73". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MUWON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 480.0145.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE MULTIPLE MULLIONS LL vn PROM TABLE 3A, SHEET 7, THE 1' X 278' X . 375' MULLION (LENGTH =108'. OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +1.15.1 PSF MUmH'I_t. AND WOULD NOT BE SUITABLE FOR THIS APPLICAT ION. 3 „y 8'O y macron. I I fFENE6TRATIOG PRODUCTS APPROVAL 1 i i FROM TABLE 9A, SHEET 13, THE 2'X 4' X .250' MULLION ( LENGTH =105'. OPENING WIDTH =80") HAS A DESIGN PRESSURE OF +144.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. DETAILS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WIG. ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38•+38' +Y=74', NOT 73' AS PREVIOUSLY �- ` ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABI,E FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35. 1/2'+35- 1/2' +2' =73'}. ' SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED i i I 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CUP NRE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. L AAILUO4 LOGDTH d, OPENING HEIGHT _ — ~ SEE DETAILS. SHEETS2.3 .- L._.J J �" SEE DETAIL E, SHEET3 USING THE STANDARD CLIP WITH (8) 3/16' ULTRACON ANCHORS AT EDGE DISTANCE OF 2 -12' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS (GREATER, AND — THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. FOR THE HORIZONTAL MULLIONS: SEE BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.280' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD CHOSEN. PRODUCT — S, 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72' +2' = 108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE E USED. FROM TABLE 9A, SHEET 13, THE 2"X4'X. 280" MULLION (® LENGTH =42'. OPENING HEIGHT = 120') HAS ADESIGNPRESSUREOF +1.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBS. '+ FOR HORI2. MULLION REVISED oomPIOtpg with the F(E(� Wing Code 3 . M .(G O 7 .1.�f �r . D • %�7l%- .'y(p DETAILS, SHEETS -'— Ty 2) USE TABLE OB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMBS ARE 8' Miami WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH A) 3(18' CAPACITY OF 821 LBS. AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY 41.840 LBS WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED D Daub . T `, I I I H I I / N 1/ ` ` a��U14 YN 4 Q' _� * No. 58705 ' - = -'O a - L - 36•, HORIZ. jr.-__ I Sr. HO !Z -i MULL LENGTH Haul LENGTH OPENING WIDTH FOR VERTICAL MIA. 4) FOR THE UCLIP IN THE HORIZONTAL MULLION TO VERTICAL MUWON, USE THE SAME ANCHOR CAPACITY OF 621 UG3. TABLE 9B FOR THE UCUP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A 812 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1.64.7 PSF FROM THE VERTICAL MULLION: + 1.170.0 PSF FROM THE 36' HORIZONTAL MULLONATTACHINGTOCMU: PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS H- 644.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. % 73 •, /{ !i O •. STATE0 '• �� • •+1.170.0 ',�� '•.,F(05•101%.•'.• �Op• •' �� ,, ss� �Gss. ''�i' ONA� 10 ��`` A LYNN MILLER, P.E. FL P.E.B 68705 SHID H f$? SHJOH Erj 3 re7- All DI SHID H f$? SHJOH 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE RECTANGULAR LOADING. A. LYNN MILLER, P.E. FL P.E.# 68705 r ir 1 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE RECTANGULAR LOADING. A. LYNN MILLER, P.E. FL P.E.# 68705 Inspection Worksheet Mitmi Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209756 Permit Number: WS -3 -14 -602 Scheduled Inspection Date: May 30, 2014 Inspector: Rodriguez, Jorge Owner: PEREZ JTRS, GONZALO & CATHERINE AMQCQ Job Address: 395 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ASTOR CONSTRUCTION LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135930 Building Department Comments (6) IMPACT WINDOW REPLACEMENT Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 29, 2014 For Inspections please call: (305)762 -4949 Page 5 of 21