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WS-15-48J i Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ZBUILDING ❑ ELECTRIC ❑ ROOFING JAN ® 9 2015 FBC 2010 Master Permit No.WS— I S-- I (GZ Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP OWNER: Name (Fee Simple Taittlleholder)::� t_-1( I� c7 I Address: Q-00 NE 1® L. J�fetet City: NA to M i Sht) ce3 State: - Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: n Address: 1 jbq g 1Y p 1 � City: 14 IT c Qualifier Name: State Certification or Registration #: v mar OrKwl of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ ��as° ®0V/� Square/Linear Footage of Work: Type of Work: ❑ Addition U Alteration ❑ New ❑ Repair/Replace 3313 Zip: n r)amnlitinn Specify color of color thru tile: Submittal Fee $ S� • 00 Permit Fee $ �)� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ 40 CONTRACTOR DRAWINGS ,99 Iy� I ?S ® LL JOB ADDRESS:��Z J City: Miami Shores County: 2 Miami Dade Zip• 3313A Folio/Parcel#: 111— 32 --02,-5 "0010 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Taittlleholder)::� t_-1( I� c7 I Address: Q-00 NE 1® L. J�fetet City: NA to M i Sht) ce3 State: - Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: n Address: 1 jbq g 1Y p 1 � City: 14 IT c Qualifier Name: State Certification or Registration #: v mar OrKwl of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ ��as° ®0V/� Square/Linear Footage of Work: Type of Work: ❑ Addition U Alteration ❑ New ❑ Repair/Replace 3313 Zip: n r)amnlitinn Specify color of color thru tile: Submittal Fee $ S� • 00 Permit Fee $ �)� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ 40 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature iv/L'N*4 OWNER or AGENT The foregoing instrument was acknowledged before me this bt, �,^ I day of1 Nee_,, be+-- 20 �� , by Gfh �• rl(yt ftwrKp who is personally known to me or who has produced LA n", as identification and who did take an oath. Signature 1 C TRACTOR The foregoing instrument was acknowledged before me this Qday of p { ti' 20 by fL PLI who personally known me or who has produced as identification and who did take an oath. NOTARY Print: NN JOANNA L PIEiR0 Seal:M'COMMISSION#FF040166 EXPIRES: July 25,2D17 B0WW TMu N to y Pubk Urplerx #m APPROVED BY Iv 1, Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) M — — —I ri I I I e s nti ( Ld'9 00 LL M CL O "n Y M 4, LL W N N Zr'14 Wt z N N Z O coo W e -i N r-1 Ln r-1 n� r- ei 4 U m Q O 01 00 U ca Q e-1 Ln jr 3l:.tire vil AAPPF LVED BY DATE ZONING DE T BLDG DEPS SUBJECT TO COMPLIANCE WITH ALL FEDERAL, ` IATF AND COUNTY RULFS AND RFGULATIONS sees e s • • 0000 0000•0 e• • • • • 000000 • �esene • •sees• aeons* s • nonose 0000 0000 e e 0 e • • 00:000 ro:::o*:: • • • •ono• 00 e e i 00 00 U eene 0000:0 :00:0: •e Q sones• • s • • •• • • ••sees 00 • • •• U ca Q e-1 Ln jr 3l:.tire vil AAPPF LVED BY DATE ZONING DE T BLDG DEPS SUBJECT TO COMPLIANCE WITH ALL FEDERAL, ` IATF AND COUNTY RULFS AND RFGULATIONS WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: Ml$k (A)IAI 00 14S ADDRESS: ZZ09 "JiF- /0-' PROJECT: ?Fglv-rST ANTCR-KOPF Fe- '3313g City State ZIP EXPOSURE WIND VELOCITY = 175 MPH ROOF SLOPE > 10 0 Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area (Sq. Ft) 4 50 40 (ft) 107 '1 70 -"6fi30 40 20 3D AS, 50 + 48.6 46.4L 45.144.2 43.5 + 4&6 46.4 45.1 4,k2 43.5 77 15 52.7 50.5 49.2 A&9' 48.3 4-8.6 47.6 65.1 60.7 ---5% 58.1 Stlt; 56.3 54.9 5 44x7.44. 45 49.5 47.3 46.0 4�. 14 17 49.5 494 46.0 $5 6: 45.1 44.4 47-3 17 53.7 SL5 50.2 .3 .9 48.6 i 66.3 61.9 59.3 574 'S":' Sao 45' 1 5-LIO 48.7 464 si.o- A 47.3 46.4 45.6 47-3 46.4 45.6 �O _4, _9 0' 48.7 55.31 53.0 51.6 so . 7 49.9 68. 63.6 61.0 59.0 57. M .7 A, 47.2 48.2 51.9 49.6 48.2 47.2 46.5 -9 49.6 46.5 O 22 --- 51 22 i� 51 %.3 54.0 52.6 L ;52.1-' 51.6 :Si.l 1 50.91 '05 69.5 &t 62.1 )bi6 60. 'vw-V) - 64.8 5&6 5 6 1 8 - 0 2 51 .9 69 - 5 8 5 47.7 9 - 49.5 04ffa 47.7 + 53.3 sio" 50.9 50 49 49.5 �-49.0 48.5 '481 25 -7 4 53.3 �9 50. 10 25 0 57.8 55.4 54.0 53.0 52�6 52.3 71.4 66.6 -k3.8 CC - 3 + 54.3 50.4 49.4 4116 54.3 -,5 51.8 48L 28 5L8 28 58.9 4` 56.4 55.0 54.0 53.2 72.7 67.8 %4.9 A 62.9 tl • 54.7 52-3 51 u 50.83 49.8 49.0 + 54.7 53 3 52.3 413.8 49 30 + 30 73.3 W4. 6L8 59.4 SZA, 56.9 55.5 54.4 53.6 68.3 53.6 • 56.1 [%�.7-4' 52.1 [41t 51.1 50.3 35 56.1 53.6 'S2.1 Nrl 9ji 35 4A • .8 As 56.9 55 16. 60.9 58.4 55.4 55.0 75.2 72.2] 70.1 t%2 �64 t3.5 IF4 t 9L • 57-6 53.5 �"$l 52.4 SL5 57.6 55.0 SL5- 40 I----- I - + 40 4.0 9 62.4 tiig 59.8 58.3 57.8' 57.3 i� 5-6.4 :,w 77.1 -`7 71.9 J67 6117 C- 59.0 56.3 154.8 53.7 Al 52.8 - 59.0 56.3 54:8 S -.52 pO4 45 _4. 0 7. 45 79.0 75.$ 73.7 • 64.0 613 59.8 [501 58.7 57.8 5 3 SL .8 4 59.9 50;4; 57.2 55.4 55.6 53 7 + 541: + 59.9 57.2 55 6 Ill5 54:1 54.51 53.7 1 so 50 53.7 58 67.7 65.0 .414- L2-- 3 60.7 59.6 58.7 '7 - 80.2 74.8 71.7 69.4 685 55 5 58 4 60.9 58.1 56.5 54.5 + 55.4 + 60.9 $0,11 .1 JZ� 56.5 55.4 54-4 54,5 59 -7� 61.7 60.5 76.0 72.8 66.0 63.3 -- -.5 59.7 55 70.5 68.8 56.2 56 618 -6mj�� 59.0 57.4 �ta$ 2 55 55.3 + 61.8 59.0 57.4 55.3 - 60 67 73.9 L6 69.8 61 _E:.6 F _L -ROLI 61.5 60.6 82.8 77.2 GENERAL NOTES 1. TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2. ROOF ELEVATION *H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4=1 BY USING FIGURE 1 AS REFERENCE.L11INI IZONE 5 1 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN D ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D SHOWN BUILDING unur rn I D mwHEIGHTm ki 1-%Jllvr-. 1 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. B. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS date. 10-02-13 REVISIONS: dmwn by, Y.F. A -FAROOQ CORPORATION no. date by description 1 ENGINEERS & PRODUCT DEVELOPMENT checked ty H NR -1 A DWG NO. 1 P_*W 1235 SW 87 AVE TEL (305) 264-8100 MIAMI, FL 33174 FAX (305) 262-6978 SHEET 1 OF 11 -El I SIX JAVAD AHMAD FLA P.E. # 70592; EB CAN. 35M WINDOW / DOOR / SHUTTERS INFORMATION SHEET PERMIT CUSTOMER NUMBER: NAME; Identify all sleeping room emergency escape and rescue opening numbers: —!j— —Lq , - 16 1 " 2-0 rkakLocation D-bw p Number C=w Zone or interior Product Acceptance Number �k>k Style Pee Was) Product Appmvel Design Pressure RequiredOpwftDesign atek rk# Pry Actual Opening Db tanslon Window Mutllon Are Shutter ffiWilred (+) PSF (-) Pg (+) PSF (-) PSF WIM IN Helgfd M Verttde Horizontal 54 - 51. ' 3 I I — 101 3. 1y SkZ. p` 3 K•.' i • ••:• •• h --Il Iii. OH Aj 9- --45 54 S 11-1013. ► 5f -,i S,. -�L2, 2-':7 • 5 13-09 IS- OS MulJ 121, - 12A 9 •... ... SC S 1 t-10� I S -�,. -�� - Ze .o- .. �0S Mui I ,211 -z1, 5) -5s.. I�� x�� 2� �• ;•; I -t 013, i - _ "foe 5i. 0—jL Ll 12- IH%3. u4 5 - - �, -69e. 50 u� 1 --167.9 51,0 -��' 21W1q 1Sx S IHOR I ip —D 5i. 0 —691 SD o -Q(3 .' H st+ (b - s . 0 - So . 1q- Co -- 51, —�- S� I LI --1013 . 114 54+ god = 5�. 0 u � -091M- L x-1013 ! �-:A cpy 12 -5 1 lJ 1 J 04 �o I. U 4r cJ I I 13 1I-10 � I 5i, "01x 14 S t 1-11 I I-hL 5 S Si 15- S 1 PU-1 51.0 —� 9 d' ! 1 11-111 . o 5�. _��a �S 3 SME: HR = HORIZONTAL ROLLER / SH = SHINGLE HUNG / DH = DOUBLE HUNG / FD = DOOR / SGD = PATIO SLIDER DOOR CASE = CASEMENT / PW = PICTURE WINDOW / AWN = AWNING SHUTTERS: ACC = ACCORDIAN / WM = WALL MOUNT / PL = PLASTIC / FA = FABRIC / O = OTHER *# INDICATES WHAT IS REQUIRED FOR SHUTTERS (OTHER COLUMNS WILL NOT BE REQUIRED) ALL COLUMNS ARE REQUIRED FOR WINDOWS AND DOORS WINDOW / DOOR / SHUTTERS INFORMATION SHEET PERMIT CUSTOMER �b ,n rl NUMBER NAME r , `v Identify all sleeping room emergency escape and rescue opening numbers: SME: HR = HORIZONTAL ROLLER / SH = SHINGLE HUNG / DH = DOUBLE HUNG / FD = DOOR / SGD = PATIO SLIDER DOOR CASE = CASEMENT/ PW = PICTURE WINDOW / AWN = AWNING SHUTTERS: ACC = ACCORDIAN / WM = WALL MOUNT / PL = PLASTIC / FA = FABRIC / O = OTHER ** INDICATES WHAT IS REQUIRED FOR SHUTTERS (OTHER COLUMNS WILL NOT BE REQUIRED) ALL COLUMNS ARE REQUIRED FOR WINDOWS AND DOORS ** IF MORE THAN (1) ONE MULLION IS REQUIRED, PROVIDE AN ELEVATION VIEW SKETCH FOR THE ACTUAL CONFIGURATION OF ALL MULLIONS WITHIN THE OPENING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... :::::::::::::; . . . . . --------- wwww- ................ n. =K ymmem L�iJ BE= -_ ________ -_ SME: HR = HORIZONTAL ROLLER / SH = SHINGLE HUNG / DH = DOUBLE HUNG / FD = DOOR / SGD = PATIO SLIDER DOOR CASE = CASEMENT/ PW = PICTURE WINDOW / AWN = AWNING SHUTTERS: ACC = ACCORDIAN / WM = WALL MOUNT / PL = PLASTIC / FA = FABRIC / O = OTHER ** INDICATES WHAT IS REQUIRED FOR SHUTTERS (OTHER COLUMNS WILL NOT BE REQUIRED) ALL COLUMNS ARE REQUIRED FOR WINDOWS AND DOORS ** IF MORE THAN (1) ONE MULLION IS REQUIRED, PROVIDE AN ELEVATION VIEW SKETCH FOR THE ACTUAL CONFIGURATION OF ALL MULLIONS WITHIN THE OPENING M®�E MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www.miamldade.gov�aeraZ 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 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; j:;%terial...... fails to perform in the accepted manner, the manufacturer will incur the expense of sl}rh t4sting and the AHJ may immediately revoke, modify, or suspend the use of such product or material sUin their;i�'risTiction ...... PERA reserves the right to revoke this acceptance, if it is determined by MiatrY�E%e County-Product,.... Control Section that this product or material fails to Neabte buil¢Mg egde. ' This product is approved as d , and has been esign wi FloridleMilding . . Code, including the H' eloci urricane Zone. • DESCRIPTION: Se 'es "HR --710" Aluminum Horizontal Sliding Window - L • • APPROVAL DOC • rawing No. 4127 10, titled " n Reller Windo*9 Jn;pact", ...... sheets 1 through 11 of 11, dated02/28/2006 with the latest revision "E" dated 1011VAI I I, prep#%d by ; • • • • PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bndng the Miami -Dade County Product Control R cceptance number and Expiration date by the Miami -D ty Product Control Section. MISSILE IMPACT RA G: Large and Small Missile Impact Resistant. LABELING: Each unit shal air a permanent label with the manufacturer's name logo, city, state, model/ series and following statement: - o pproved" 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. ,( Y&l NOA No. 11-1114.04 CIL1 hPRO ED 2 $ t'L Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PP �'y 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 67-0815.09 and 06-0405-06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision 'T" 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 20394•" • ..6. ••ecce Along with marked -up drawings and installation diaMh. vfi XOX aluminum .' horizontal sliding window, prepared by Fenestration Testing.I.a wratog Inc., Test • • • Report No. FTL--5330, dated 07/18/2007, signed and sealed•by•Carlos S. Rionda...: P. E• 8006 0000 . • (Submitted under NOA No. 07-0815.09) • 6 • 0 • •' ..6... :0-000000 e. 8888. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9$ . • ..' ' • : • •' • • • • ; - 2) Uniform Static Air Pressure Test, Loading per VQC TAS 202-94 ' . 3) Water Resistance Test, per FBC, TAS 202-94 ' :060:6 0 • a 0 • 4) Large Missile Impact Test per FBC, TAS 201-.4. 6. o. :"": 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '. •' : 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 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 NDA 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 24113.2. 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) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 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) • • sees•• sees:• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPoAt J)*Nemours & Co.,- Inc. o.,Inc. for their "DuPont Butacite® PVB Interlayer" dated •x3/08/11, expiring do •..: 12/11/16. sees sees • • 00000 2. Notice of Acceptance No. 08-0206.01 issued to Solutia In;;r9i.their."Spilex HP.:..' Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013...' ..' 00:000 •:.•0 • • • • • • . .see•.• F. STATEMENTS e • 000000 ' . • .... 1. Statement letter of conformance and compliance with the FBC bV7 (with Av 2005•"' supplement) and FBC-2010, dated 10/25/11, signed and sealed by An'thon� 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 61G15-27.001 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 NDA 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) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 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 Edmundo Largaespada, P. E. (Submitted udder NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 110630.02, 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. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 .... . . 0000 0000.. 0000.. • 0000.. . 0000.. 0000.. • 0000.. 0000 0000 . . 0000 • 0000. 0000 0000 0000.0 000000 0000.. • ....I. 0000.. 0000.. .. .. 0000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. 611 8" LAMI GONSISTING OF (2) LITES OF 1/8°ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTE J B. 518° LAMI CONSISTING OF (1) LITE OF 1/S° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB INTERLAYER C. 6118" LAMI CONSISTING OF (2) LITES 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 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 716° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/15° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVS INTERLAYER SHEET F. 7/18° LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLOUMEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES ..„.... _... 1 GLAZING DETAILS ............ 2 G.13/18” LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/18" OR 3/S" AIR SPACE AND 6/18° LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES..._..3 .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS.—........-.— 4 VERT. SECTIONS ............. 5 H. 13/18° LAM[ IG: (1) LITE OF 11W OR 3/18" ANNEALED (MIN.) GLASS, 6/16" OR 3/B" AIR SPACE AND 6/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS.-......_ 5 OF 1/8° HEAT STRENGTHENED GLASS WITH A.080 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST -•••-••••••••••••••_ 6 EXTRUSIONS... ..._....... 7 1.13118" LAMI IG: (1) LITE OF 1/B" OR 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS CORNER DETAIL .... _.... 5 .... WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE .......... »...... » 8-11 J. 13118° LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.).GLASS, 3118" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3118" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER K. 13116° LAMI IG: (1) LITE OF 118" OR 3M8" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 311W ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L. 13/16" LAMI IG: (1) LITE OF 1!8° OR 3/18" ANNEALED (MIN.) GLASS, 3/181 OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX 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 1900-02. INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REMS13D as *om*ft wNq ft FIwIda 5. SHUTTERS ARE NOT REQUIRED. •+ � ��6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. M 7. REFERENCES: TEST REPORTS FTL-4868, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01, 03.0225.06 ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION I I l l fill - tADM-2005 AOM -2006 ALUMINUM DESIGN MANUAL • • • • • • • • • • • • S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORID•$,.qUILD5y6CODE *oINOLUDINL=1F-r HI ,C�-I•VELOCITY ��: `�C F • , ' HURRICANE ZONE (HVHZ). • • • • • • S. 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. __ u• 41,- v"lj J.L 101f7H1 B F6O201000DECHANOE •-O 0 ADDED�vfl 1078 TECHNOLOGY DRIVE NERL•NOTE • • • • Jit WWI I'D REUl4 '� A Of •Gi�2� �.t� ••.. FYOR%IDTop ��'!cSS10111�NA%\\ • fdO�NTih ROVER MNDOW IMPACT r` x v1am7 c noDF�s TO NOTES worEs alaaeurmrrPD.� +ems ttrmw ammo NOKOMIS, FL 34274 iJ( , ,• s° ALYNNM�PE F.K. 1!28!08 J.J. 8!13108 HR710 NTS 1 m 11 4127-70 E P.Eseam ••• • • • • ••• • • ••• • • • ••• • 21 I 1/2' NOM. GLASS 817E 60,61,62 1/2" NOM. GLASS BITE aEXTERIOR INTERIOR (ALL SECTIONS) 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT FVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 5118" NOM. / 7/18" LAMINATED 112° NOM. GLASS SITE 7/16" LAMINATED GLASS 1 P1" NOM. GLASS BITE �--(66,67,68,68,70,71 v I I U 72,73,74,75,76,77 —"%N/ 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 7116' LAMINATED 5116" OR 3/8" AIR SPACE 3116" OR 1/4" AIR SPACE 1/8" OR 3116° ANNEALED OR TEMPERED GLASS ,& 116' or 3/16° ANNEALED OR TEMPERED GLASS Q 13/16" NOM. 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAM 13/10 �AIVn 14 GF AOSS+dW7/'�AA� 1 • • •• • • • • ••• •• QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES O - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Jab 10/17/11 E jK0&tANGETM88HEET m:orecHmoLoorowve ING®ETAILl ! P.O. "X 1828 I "�� --. W ._�_.. ....----•� rlouomis,aaa2ra 1/614(va8•soer • w710 • Ful! 1 2 a 11 """'4127--10 PRODUCT' REVISED iytng whir lb Florida PAildhig M—' fir; No. 58705 'A ••' , g7A : x.��. A. LYNNA�IRLER P.E REA 88M8 • • • • • •0 • • • • 000 • • • • • • • •• •a ••• •• 000 0• PRODUCT' REVISED iytng whir lb Florida PAildhig M—' fir; No. 58705 'A ••' , g7A : x.��. A. LYNNA�IRLER P.E REA 88M8 . . ... . . . ... TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRALFIN WINDOWS (F6ANGEFSHpWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS• • • • ; ••: • W DOW HEIGHT WIDTH TYPE 28" 38'ti • L •38 318' • • 483' • SO 518" 64" 80" 83" D 0 FOR INSTALLATION IN THE HVHZABOVE 30 FT GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS D ANCHOR CAP. BOTH E dP A,B,G,H +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 W. A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60. -60 D. +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.a +00.0 - D.D, -d.p +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 •+80.P •-6d'0 •+ -80.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.8 +51.7 -51.7 171" A,B,G,H +60.0 60.0 +80.0 -80.®• +80.0' -�.0 +130.a •-6 .0 +60.0 -60.0 +58.5 58.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UPT0111" D,E,F, QUANTITY REMAIN J,K,L +75.0 -75.0 UNCHANGED. TABLET XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 86 7/18" ABC, G,H,I +60.0 60.0 TO 86 7116" D,E F, J,K,L TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW H TYPE 26" 36" 38 318" 1w. 80 6 " W. U. 80" A ,G,H +78.0 75.0 +75.0 -75.0 +76.0 -75.0 +75,0 -76.0 +76.0 -7b 75.0 -75.0 +75.0 -75.0 +75 0 75.0 " A,B,G,H +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +7b. -76.0 +76.0 -75.0 +74.2 -74.2 +702 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75. +75.0 75.0 +69.6 -68.6 +65.2 -65.2 ,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0rw�i�Fto>ida UP TO T4" K 'L' No 1'J GLASS TYPES: TEST REPORT FTL4856 (XO)), FTL4869 (OX & XO) AND FTL-5330 A. 6116" LAMI - (1/8" A, .0901/ " G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118"A, .090,1/("A) B. 5/16" LAMI - (1/8" A, .080,1/8" HS) H. 13/16" LAMI I13-1/8" OR 3/16"A (MIN.), 5/16" OR 31W AIR SPACE, 5/16" LAMI - (1/8"A, .080,1/8"HS) C. 5/16" LAMI - (1/8" HS,.090,1/fr HS) I. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIRSPACE, 5116" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3116" A, .090, 3116" A) J. 93/16" LAMI 10 -1/8" OR 3/16"A (MIN.), 3118 OR 1/4" SPACE, 7/16" LAMI - (3/16-A,.090, 3118"A) E. 7/16" LAMI - (3116" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3/16"HS) IL 13/16" LAMI IG -1/6" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAW - (3/18"HS, .090, 3/16"HS)R.Wiv �, j __,� '•. STASE of "iO •• IF ••�u." O,p •'•., RIOR\OP'�V' .iJ X17/11 E NO CNANQETlif88HEET 5070 TECHNOLOGY DRIVE C DESIGN PRESSURES .ili' s2w1t D ADDEOlOCAPTOHETEA4PERED +90FTNOTE NOKOMIS,PL342T5 T _ ALUM. HORIZONTAL ROLLER IMNDOW, IMPACT .� �''�;�,`SSIONAL�•��• IWVlllBX FJG 4"8!07 C ADD INIEQAAL FINOPTION S UPDATEASTME 1900-02 DPe P.O. � im NOKOMIS. FL 34274 // a LYNN MIWki� P.E Ore+neF Cmc Cmc Vidbb $mtmv artxamteeete�Na me FJC 22M J.J. 929/08 wa7to NT3 3 d 11 4127-90 E RE.o 587°5 . . ••• .•. . . ••• .. .. . .. .. • . . ... . . . . ... 27 31W 27 3/6" 27 316" MAX. DLO 54 5/18° MAX DLO FIXED • ... MAX. DLO MAX DLO F • • •• • VENT • . i • • • • • • VENT FIXED D D • goo 4pe :00 so s a / • • • • • • • • ••• • • • •• • _ O X X O X 11 110° MAX. WIDTH I.F. FRAME . jl 111" MAX. WIDTH FLANGE FRAME — s F DL F DETAIL B - XOX (1/4-1/2-1/4) DETAI _ D TECHNOLOGY DRIVE NOKOMIS, FL 84275 P.O. BQX 1528 NOKOMIS. FL SW 86 7116" MAX. WIDTH I.F. I 86 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET 3E AT HEAD AND 31LL IE 15 IG. I.F. FRAME DLO FIXED C JJ D/IV IYIfV\. DLO VENT PRODUCTRRVISfID wU1151oFlotida AaeplSnaeNo �•'� MiemF C 1 13 FLANGE FRAME LYNN NSF FLAN A (FRAME CORNER CONSTRUCTION) I A � FRAI ALI F—•�� • STbF ELEVATIONS it�''•.. �LOR504 G`�: i0Tft s" MAX. ALUM. HORIZONTAL ROLLER WIRIDOW IMPACT CONF qLL 0. LGFI�lIt.�w.e�t1 P E. / DLO ALL KED rES I.F. FRAME MAX. I X _ ]762"A CONFIG. C 73" MAX. WIDTH I.F. FRAME ---� 74" WIDTH FLANGE FRAME DETAI _ D TECHNOLOGY DRIVE NOKOMIS, FL 84275 P.O. BQX 1528 NOKOMIS. FL SW 86 7116" MAX. WIDTH I.F. I 86 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET 3E AT HEAD AND 31LL IE 15 IG. I.F. FRAME PRODUCTRRVISfID wU1151oFlotida AaeplSnaeNo �•'� MiemF C 1 13 FLANGE FRAME LYNN NSF VIEW D -D (FRAME CORNER CONSTRUCTION) ' *' No. 55705 � a.obaYe F—•�� • STbF ELEVATIONS it�''•.. �LOR504 G`�: i0Tft ALUM. HORIZONTAL ROLLER WIRIDOW IMPACT '!csS/ON'A11\1. �C``�• re.�e mt m�ae mryen — 0. LGFI�lIt.�w.e�t1 P E. rrwto NTS 4 a 11 4127-10 E 5e7s MAX HEIGHT FLANGE FRAME INTERIOR • • e • • ;-I I -I • • i i • i• • rs; _II 21 • IdIAM. Vm mLQ • • �— MAX. FIXED DLO —►� MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) t MAX. FIND DLO -—I t — MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VEKT DLO III I II II 10 SECTION C -C 42 SILL HEAD * N0.68706 _ ,kc = (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) .fl Q s l 1� r J�e,e 99H7/99 E NOCHANM7mSHEET SECTIONS %�0�: �A£OF Wowt4/16.9;];1L CHNOLOOVowve� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT�kRNacoaros.Fls4uePTAOD9NTEORALFW ITS9349 42AND49ANDV/EM. F•O.BQxim ��amu NOKOMIS. FL 34274 jib Beller erleoMOBe sic uu aa9pNaaarA L �yt•i cw, P.EFJG rmw HRT99 Haff S s 11 4927-10 E PE -4 W706 . ••. . . • ••• INTERIOR W • • • ll;El"- IF INTERIOR • • e • • ;-I I -I • • i i • i• • rs; _II 21 • IdIAM. Vm mLQ • • �— MAX. FIXED DLO —►� MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) t MAX. FIND DLO -—I t — MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VEKT DLO III I II II 10 SECTION C -C 42 SILL HEAD * N0.68706 _ ,kc = (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) .fl Q s l 1� r J�e,e 99H7/99 E NOCHANM7mSHEET SECTIONS %�0�: �A£OF Wowt4/16.9;];1L CHNOLOOVowve� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT�kRNacoaros.Fls4uePTAOD9NTEORALFW ITS9349 42AND49ANDV/EM. F•O.BQxim ��amu NOKOMIS. FL 34274 jib Beller erleoMOBe sic uu aa9pNaaarA L �yt•i cw, P.EFJG rmw HRT99 Haff S s 11 4927-10 E PE -4 W706 rfM DWCGV RFV DDSCRIPTION MAT'L PGT# DWGH REV DESCRIPTION MAIL 1 4102 A FLANGEFRAMEHEAD 6063-76 L 61223.79 CLASS 13/16° LAMIIQI/8"A IN. 3/8"AIRSPA 5/16" LAMI1/8"A .090PVE 2 4025 SASH STOP STD. ANTI LIFT CLI$ • •• 6063 Tl AL • 6 �4 13/16° LAMIIQI/8°A 318° AIR SPA 5116" LAMI(1/9'A,.090 PY 3 8 X 3/4 PH. PAN HEAD • • . • • • • 1g34 • r67 131161 I AMI 10-1/8"A IN. 3/81 AIRSPA 5116" LAMI 1/8°HS,.090P1 4 4053 SASH STOP OVER(SASH STOP • • • 063-7 .•••• 13/16" LAMI 10-3116"A IN.), 5/16° AIR SPA 5116" LAMI 1/8"A,.090F 6 4136 FLANGEFRAMESILL 6063-T6AL 64136 13/16" LAMIIQ3/16"A IN. 5116" AIR SPA 5/16" LAMI (1/8-A,.090 7 4137 SILLADAPTOR 6063-T6AL 64137 71 " 13/16° LAM IQ3/16"A IN. 5116" AIR SPACE, 5/16" LAMI 1/8"HS,.090 8 4131 IRCILLERTRACK 60%T6 AL •• 6419A •e 72 " 13116'LAMI 1Q1/8'A MIN. 1/4' AIR SPACFy7/16°LAW /16°A .090 P1 10 71298 IWEEPHOLFCOVIR as P• • liPA8 • TJ 13116' IAMI10-1/8"A 1N. VV AIR SPAC4 7/16" LAMI 3/l6"A,.090P� 12 1626 ADHESIVEOPEN CELL FOAM PAD• • • • • • 1626 74 13116" LAMI 10-1/80A 1N. 1/4' AIR SPA 7/16" LAMI 3/16"HS, .090 F 13 40M A FLANGE FRAME JAMB •• 3•T6AIL • •612M • 75 " 13/16' LAMI143/l6"A 3/16° AIRSPACE, 7116° LAMI 3116°A .090 14 4134 GASKETFORMAIN FRAME SILL JOINT 74134W/K 76 13/16" LAMII0-3/16"A 04WI3116" AIRSPA 7/16' LAMI 3/16'A .090 15 1155 N 8 X L000 UAD PN. SMS 781PQA 77 90 1014 13/16° LAM IQ3/16'A IN. 3/16" AIR SPA SCREEN FRAME & VER) 7/16' LAMI 3/16"HS .09 3105-1114 AL 16 4110 G SCREEN ADAPTOR 6063-T5AL 641100 91 1630 (HOR. SCREEN CORNERKEYW/RINGS POLYPROP. 17 4054 B FIXEDMEEI.INGRAIL 6063HD-T6AL 64054A 92 1631 SCREEN CORNERKEYWOUT RINGS POLYPROP. 19 4066 W STP.,.187 X 230 FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 22 1683 W STP.,250 X.270 BACK, FIN SEAL 61683G 95 1635 SCREEN SPLINE -135 DIA. HARD EM PVC 23 225-1 ROLLER HOUSING & GUIDE 42112HD 96 SCREEN CLOTH 24 29 226 4128 BRASSROLLERWHEELS HORIZONTAL ROLIER SASH TOP GUIDE BRASS POLVPROP. ?BRW -12 44128N 32 4006 D SASH MEEMGRAIL 6063HS-T6 AL 64M 2 710 33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67SI60 35 1096 ISWEEP LATCH DIE-CAST 71096 36 1016 08 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,250 X 2'M BACK, FIN SEAL 616MG 2.824 39 7070 BULB WEATHERSTRIP .187 X.275 67070K '062 40 LIFT' RAIL COVER CAP 74078"C' L OR R 41 4139 I.F.FRAMEHEAD 6063-T6AL 64139 I.F. FRAME HEAD 42 4140 LF. FRAME SILL 6063-T6AL 64140 8#4139, 6093-T6 43 4141 I.F. FRAME J I 6063 -T6 AL 64141 50 SILICONE, GLAZING SCONE, DOW 899, 995 OR UIVALENT 51 1224 VINYLGLAZINGBEADBULB HICK ffM7WX PRODUCTREV,SAD 52 1225 IVINYLGLAZINGBRADBUL13MW 6TP248K 2.784 Huftdingl ftrias avdB �' X01 Cada 53 4039 B GLAZING BEAD -5/16" 6063-T5 AL 64039B Am taacoNo — � « 54 4044 B (i<AZINGBEAD -5/16" WKIrtILLKIT 6�3-TSAL 644703 .082 3.152 �"�� SS 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 MiamF P ua 56 985 C GLAZINGBEAD-7/16" W/GUMKIT 6063-T5 AL 6985 1 'M 59 4067 GLAZINGBEAD-13116" 6063-T5 AL 64067 60 CLASS, 5116" LAMI I/8' A_090 PVB,1/8' A 4g I.F. FRAME JAMB 61 " 5116" LAMI 1/8" A, .090 AVB I/8' HS #4141, 8083 T8 `\�� N,I LYNN ,yjllC�i��i 62 " 5/16" LAMI 1/8" HS, .090PVB l!8" HS �� : ��CENSg '• ;Fp 63 ' 7/16" LAMI 3/16" A_090 P3/16'A) k 64 " 7/16" LAMI 3/16" A, .090 PBV3116" HS)z.710 ? NO. 58705 65 1 " 7/16"LAMI 3/16" HS,.090PVB,3/16" HS 4Q I.F. FRAME SILL J..L fOH7H9 E NO CtWNOETFtl93f�ET ��0.'• 6TAT OF •: _�[/� ,M TEOIiNOLOGIIY MWE PARTS U$T JR eami DADDED' '7.0GASSr/M NOKOMIS.FL$427aR.ww aft— wa i��s •.;c(ORIDp.•�G.``� FJL 4116/07 C ADDITEM841.42843 PD.B(?XlM ALUM. HORIZONTAL ROLLER WINDOW IMPACT '�.,SIONAI. Geta OCEs NOKOM ,FL 3W4 esWat�.t ems eiest pvuytt" Raa FX 22no J.J. 8P1 w 1��6Y Better rov,o NTS 6 n 91 4927-10 E air /a6Sam PF. .062 1. 73 1 73 Imo --2.710•{ O FLANGE FRAME HEAD #4102A,6063 -T6 1 ---II--.062 .490 T—� --1.46'1--� O SASH STOP #025,6083-T6 062 I�1.349-1 21 SASH TOP & BOTTOM RAIL #4133.6083-T6 I .05046 1.098-1 - --► O GLAZING BEAD, 6/16" #404413,6083 -TS (USED W/ GRILL KIT) .. .. . . . .. .. . O FLANGE FRAME SILL #4136,6063-T8 .081 .437 .461 O HORIZ. ROLLER TRACK #4131,6063-T6 279F.062 F.062.082 -�I 1.061 32 SASH MTG. RAIL #400BD,6083HS-T8 EI AM 1.696 —1 T 56 GLAZING BEAD 7/16" #4222. 8063-T6 1.187 `•�— .0 M90 O FRAME SILL ADAPTER #4137,6063-T6 1. 8 • 062 �1.403 17 FIXED MEETING RAIL #4064B,6083HD-T8 2. 21 1. .0 .291 37 SASH SIDE RAIL #4128,6083-T6 .050 --� � .678 1.116 O GLAZING BEAD, 7/16" #9=,6083-T6 (USED W/ GRILL KIT) O SASH STOP COVER #4053.6063-T6 T- I+-2.784 1.383 .082 13 FLANGE FRAME JAMB #4002& 6063 -TB .878 63 GLAZING B 6/16" #40398, 6063-T6 AM 060 �f1.097 GLAZING 69 GLAZING BEAD,13/16" #4007,0063 -TS 07ECHNOLOOYMNS ' —•s.,vvsvr.v NOP.O.BQK 1828 ALUM HORIZONTAL ROLLER WINDOW, NOKOMIS, FL $404 Vtst * Better 0 tlal( �7 11 4127-10 PRODUCE RBVISBD yiaWc 202 wUU UUre FloridaBuildingC me .�iuullii ``♦��Y LYNN �a. • • ��cENse'' •. �P ` * ' N0.68705 lr a LYNN I =,P. P.E.A5M • . ••• ' • • • • • • • 00 • es .062 22• • • .71 O FLANGE FRAME SILL #4136,6063-T8 .081 .437 .461 O HORIZ. ROLLER TRACK #4131,6063-T6 279F.062 F.062.082 -�I 1.061 32 SASH MTG. RAIL #400BD,6083HS-T8 EI AM 1.696 —1 T 56 GLAZING BEAD 7/16" #4222. 8063-T6 1.187 `•�— .0 M90 O FRAME SILL ADAPTER #4137,6063-T6 1. 8 • 062 �1.403 17 FIXED MEETING RAIL #4064B,6083HD-T8 2. 21 1. .0 .291 37 SASH SIDE RAIL #4128,6083-T6 .050 --� � .678 1.116 O GLAZING BEAD, 7/16" #9=,6083-T6 (USED W/ GRILL KIT) O SASH STOP COVER #4053.6063-T6 T- I+-2.784 1.383 .082 13 FLANGE FRAME JAMB #4002& 6063 -TB .878 63 GLAZING B 6/16" #40398, 6063-T6 AM 060 �f1.097 GLAZING 69 GLAZING BEAD,13/16" #4007,0063 -TS 07ECHNOLOOYMNS ' —•s.,vvsvr.v NOP.O.BQK 1828 ALUM HORIZONTAL ROLLER WINDOW, NOKOMIS, FL $404 Vtst * Better 0 tlal( �7 11 4127-10 PRODUCE RBVISBD yiaWc 202 wUU UUre FloridaBuildingC me .�iuullii ``♦��Y LYNN �a. • • ��cENse'' •. �P ` * ' N0.68705 lr a LYNN I =,P. P.E.A5M ANCHOR QUANTITIES, XOX (1(4-1/2-114) WINDOWS TABLE4 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G6) 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 5110° LAMI - (1/8° A,.080,1/8° A) FT GLASS TYPES G - L SHALL HAVE A B. 5116° LAMI - (1/8° A,.000,1/8° HS) C. 5116° LAMI - (1/8° HS,.C80,1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16° LAMI - (3/16° A,.000, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/18°LAMI -(3/16°A,.M. 3/16' HS) F. 7/16" LAMI - (3M(° HS,.080, 3118° HS) G. 13116° LAMI IG -1/8° OR 3M6° A (MIN.), 611W OR 318° SPACE, 6/18° LAN - (118° A,.000,11WA) H. 1311W LAMI IG -1/8" OR 3/18° A (MIN.), 6/18° OR 318° SPACE, 5118" LAMI - (1/8° &.090,1/8° HS) I. 13/18" LAMI IG -1/8° OR 3/16° A (MIN.), 5/18° OR 318° SPACE, 5118° LAMI -(1!8° HS,.080,1/8° HS) J. 13116° LAMI IG -1/8" OR 3118° A (MIN.), 3/16° OR 1/4° SPACE, 7/1(° LAMI - (3118° A .090, 3MW A) K. 13/16° LAMI IG -1/8° OR 3118° A (MIN.), 3111P OR 1/4° SPACE, 7118° LAMI - (3M6" A,090, 311(° HS) L. 13/18° LAMI IG -1/8° OR 3M8" A (MIN.), 3/16° OR 1/4° SPACE, 7M8° LAM[ - (3118° HS,.080, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101!2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314'MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221!2° MAX. O.G. TABLE KEY: X O X 1+q+4+C3+1 3 -�--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 253/4° mm 1--3° MIN. Ir� X O X PRODUCTRHVM= MTG. RAIL, TYP, 110asconVlyhMwilb'Ft0rida diM Code EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A�> �* •!�¢ (SHOWN IN TABLE KEY ABOVE) ,q Dab Podad �26 314° MAX. 1112°TYP. I+-3° 1 11111111 • �} • • • • `�.��ONY LYNN...... •X • • i s• 0 X `�� .•'' �CENSF •• s•• * * �_ • • • • No. 56705 RAI P. EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS = o: C� ' 'p `� TA �bF a°"� f • • • � O� •.• STA E Al�CliORAGESPA IN X 7/4-1/27/4 : F FCORiDp.•' ��.� . S G. * •• �� S+ ' dN7/4�it�tL�RNDOW, IMPAC?l��A,,��• • mulo N7 S 8 a 11 4127-10 a aYNw M P E P.E.lI 88708 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K L 2,3, WOOD 2, CONC: 1, CONC 2,3, WOOD 2, CONC 1, CONC 20NES ZONES ZONES ZONESNES ZONES WINDOW SIZE V H wm m 10 m m m m HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL g HEAD & SILL �, ' 53.125x36.375 48.M0 80.625 54.000 60.OM 63.000 1+C2+1+C2+9 2 1+C2+9+C2+1 2 1+(2+1+C2+1 2 1+C2+1+(x+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+I+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+19 1+(2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 60.000 x 36.376 48.000 50.825 54.000 60.000 63.= 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+q+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+q+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+CZ+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+q+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+q+2+q+1 3 74.000x38.376 48.000 60.628 54.000 60.000 63 0 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+C2+2+C2+1 2 1+C2+2+C2•+1 2 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+(2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 i+C2+2+C2+1 3 1+C2+2+(2+1 3- 1+C2+2+C1+1 1+C2+1+C2+1 3 1+C2+2+L2+1 3 1+(2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 131+C2+1+C2+1 1+C2+2+C1+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+(x+2+(2+1 3 1+q+2+q+1 3 1+C2+2+C2+1 1+(x+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+q+1 3 1+C2+2+(2+1 3 1+C3+2+C3+1 3 84.000 x 38.376 48.000 50.628 54.000 x.000 63.WD 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C4+1 2 1+C2+2+(x+1 3 1+Cx+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 9+C3+3+C3+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+q+1 3 1+q+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 +1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+q+2+C2+1 3 1+C2+2+C2+1 3 1+(2+2+CZ+1 3 1+C4+3+C4+1 3 (x 1+C2+2++1 3 1+(2+2+t2+1 3 1+q+2+q+1 3 1+q+2+C3+1 3 1+(2+2+(2+1 3 1+04+3+C4+1 3 1+C2+2+C2+1 3 1+C2+•2+Cx+1 3 1+q+2+q+1 3 1+C3+2+C3+1 3 1+C2+2+CZ+1 3 1+C4+3+04+1 31 106.375x 38.375 48.006 80.625 54.0m 60.000 83.0D0 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+(2+3+(x+1 2 1+C2+4+C2+1 2 1+(2+3+(2+1 3 1+C2+2+C2+1 3 1+q+3+q+1 3 1+q+3+q+1 3 1+C2+3+C2+1 3 1+q+4+C3+1 3 1+(2+3+(2+1 3 1+C2+2+C2+1 3 1+q+3+q+1 3 1+C3+3+q+1 3 1+C3+3+03+1 3 1+q+4+q+1 3 1+q+3+q+1 3 1+(2+2+C2+1 3 1+q+3+q+1 3 1+C3+3+q+1 3 1+q+3+C3+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+q+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+q+3+q+1 3 1+C4+4+C4+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C6+4+C6+1 3 111=0x38.376 48.000 60.626 64.000 60.CD0 6&MO 1+C2+3+C2+1 2 1+C2+2+(2+9 2 1+C2+3+C2+1 2 1+C2+3+(2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+3+C2+1 3 1+C2+2+(2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 $ 1+C2+3+C2+1 3 1+Cx+2+C2+1 3 1+q+3+q+1 3 1+C3+3+q+1 3 1+q+3+C3+1 3 I+C3+4+C3+1 3 1+C3+3+q+1 3 1+C2+2+C2+1 3 1+C3+3+CS+1 3 1+C3+3+q+1 3 1+C3+3+C3+1 3 1+C4+4+r,4+1 1+C3+3+q+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+q+3+C3+1 3 1+C4+4+C4+? 1+(;3+3+q+1 3 1+Cx+2+.(x+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+(s+4+C5+1 4 ey omw J.J. 10/17/11 E AIO CHANGE IM SHEET • umming1070TECrwOLOGYD J.R. &2WIl rE O ID/GCAP 70BETHNPERI� +SOFTA�OTE NOKOMIS,a34276 O t1POA7ETABlF4,SFLECTVALUE80lJETOAIJpiORCAPAOJ P.o.egx,ess 74 . woxoMls, PL 3+rra Visibly FJt' 4H8!07 odr F JC 2MM ANCHOR TYPE & SUBSTRATE 2, CONC 1 1, WW114WW SIZE I HEAD & SOL III HEAD'& SILL III HEAD & SILL III HEAD & SILL III HEAD & SILL III HEAD & SILL 38.375 1+C2+1+C2+1 2 1+C2+ 48.000 1+C2+1+C2+1 3 1+C2+ 50.825 1+C2+1+C2+1 3 1+C2+ 54.000 1+C2+1+C2+1 3 1+C2+ 50.000 1+C2+1+C2+1 3 1+C2+ 48.000 50.626 54.000 60.000 60.000x 38.375 48.000 50.628 64.000 60.000 83.000 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 68.000x 38.375 48.000 50.625 84.000 80.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74.WOx 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84.00Ox 38.375 48.000 50.825 64.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1 +C3+1 3 86.437x 38.375 48.000 80.625 54.000 60.000 83.000 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+4 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+02+1+C2+1 2 1+C2+1+02+1 1+C2+1+C2+1 3 1+C2+1+C2+1 _3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1-! 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 3 3 3 3 3 2 3 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 '3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+(2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 3 1+C2+1+C2+1 3 1 3 1+C2+1+C2+1 3 1 3 1+C3+1+C3+1 3 1 3 1+C3+1+C3+1 3 1 2 1+C2+1+C2+1 3 1 3 1+C2+1+C2+1 3 1 3 1+C2+1+C2+1 3 1 3 1+C3+1+C3+1 3 1 3 1+C3+1+C3+1 411 3 1+C3+1+C3+1 4 1 2 1+C2+1+C2+1 3 1 3 1+C2+1+C2+1 3 1 3 1+C2+1+C2+1 3 1 311+C3+1+ +l 3 1 3 1+C3+1+C3+1 4 1 3 1+C3+1+C3+1 4 1 2 1+C2+1+C2+1 2 3 1+C3+1+C3+1 3 3 1+C3+1+C3+1 3 3 1+C3+1+C3+1 3 3 1+C3+1+C3+1 3 3 1+C3+1+C3+1 3 2 1+C2+1+C2+1 2 3 1+C3+1+C3+1 3 FC2+1+C2+1 3 FC3+1+C3+1 3 FC3+1+0+1 3 W -41+C2+1 2 FCL+1+C2+1 3 FC2+1+C2+1 3 FC2+1+C2+1 3 FC3+1+0+1 3 FC3+1+C3+1 9 01ECHNOLOGYDR NOKOMIS. FL 34US P.O. SQx 7820 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELOO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAMI - (1/8° A,.090, IN A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/18° LAMI - (1/8° A,.090, IN HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5116" LAMI - (1/8" HS,MO. I/8° HS) TEMPERED I.O. GLASS CAP. BOTH THE OP AND D. 7/16" LAM] - (3116' A,.090, 3M8" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3/1(° &.090, 3118' HS) F. 7118" LAMI - (3M(' HS,JX10, 3118" HS) G. 13118" LAMI IG -1/8' OR 3118' A (MIN.), 8116" OR 318" SPACE, 5118° LAMI - (1/8" A,.090, INA) H. 13/18" LAMI IG -118" OR 3118" A (MIN.), 6116" OR 3/8' SPACE, 518' LAMI - (1/8' A,.090,1/8' HS) I. 13118" LAMI IG -1/8' OR 3116' A (MIN.), 5/18' OR 3/8" SPACE, 5/16" LAMI - (118" HS,.090, IN HS) J.13/16" LAM[ IG -118° OR 3118" A (MIN.), 3118' OR 1/4' SPACE, 7/18" LAMI : (3118' A,.000, 3116" A) K. 1311W LAMI IG-1/8.OR 3118' A (MIN.), 3118" OR 114" SPACE, 7/16° LAMI - (3116"A,.09% 3118" HS) L. 13/18' LAMI IG - IN OR 3116' A (MIN.), 3/16" OR 1/4' SPACE, 7118" LAM[ - (3/18" 1-18,.090, 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. HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221@" MAX. O.C. TABLE KEY: X O X 1+C3+1+C3+1 3 -+-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 FDUED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4' MAX. 9' REF. X O X T- pRoDUcrRUVI!qHD MTG. RAIL. TYP. &dIdM3 Codo EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Ac�M-p N (SHOWN IN TABLE KEY ABOVE) 3 • MtefatFndoP�ouuotczaKtbl -"7 3 ••• • 253/4° MAX. j7 • • • 1/2" TYP. I+-3° MIN.t u l l t l 2 • • • F • • • • O X • `�.\S1.ONY LYNN .� 3 • • • • • • • • • • • * ' No. 68705 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS o� CAO• SPA -'NO, J�DX 9/3-1/3-9/3 ,,�FSS�oNAL .7 ooh N ONI C�L�R WINDOW, IMPACT �� c�G��``: 0 � • mroxa wm 7 1111 111\\ 0. LYNNmt= P AL repo NTS 9 m 11 4127-10 E ••• • ••• • • • • • • • • • • • • SS TYPESB,G GLASS TYPES C.D,E,F,I,J,K, L rAN OR TYPES:ANCHOR TYPE 2,3, C 1, CONC 2,3, WOOD 2, CONC 1, CONC EL00 TAPCONS 2 -1/4' ELCO SS4 CRETE-FLE3 - #12 STEEL SCREWS {G5} & SUBSTRATE ZONES ZONES ZONES ZONES 2. WINDOW SIZE m �_ m q�q �_ �_lAMI - (1/8".0,.090,1/8' A FOR INSTALLATION IN THE HVHZ ABOVE 30 + rn N y W N g y y S FT. GLASS TYPES G- L SHALL HAVE A WV H < x °3 _ °�3 �1 C. 5/16° LAMI - (1/8° HS,.090,1A° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 37.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D. 7/19° LAMI - (3/18° A,.090, 3/18° A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16° LAMI - (3116'A,.090. 3N B° HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 F. 7/18° LAMI - (3/1(° HS,.090, 3/18° HS) 60.825 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G. 13/16" LAMI IG-1/8.OR 3/18' A (MIN.), 6N8" OR 31W SPACE, 6/16° LAMI - (1/8' A,.080, IV A) H. 13/16° LAM[ IG -1/8" OR 3/18' A (MIN.), 6/78° OR 318° SPACE, 6/18° LAMI - (1/8° A,.090,1/8' HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1. 13118' LAMI IG -1/8' OR 3/18' A (MIN.). 5/18° OR 318' SPACE, 6/16' LAM] -(I/8- HS,.090,1/8' HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J. 13118' LAMI IG -1/8' OR 3116'A (MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI - (3116"A.090, 3118" A) K. 13/18' LAIG-118.OR 3118° A (MIN.), 3/16' OR 1/4" SPACE, 7118' LAMI - (3/18'.0„090, 3/18" HS) 83.000 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 MI L. 13118° LAMI IG - IV OR 3118' A (MIN.). 3/16' OR 1/4' SPACE, 7/18° LAMI - (3/16° HS,.090, 3118" HS) 48.000 x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.826 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 HEAD &SILL 10 U2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4° MAX. FROM CORNERS. 60.000 1+p+1 3 1+C2+1 3 1+p+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9' MAX. FROM CORNERS AND 22 1/2' MAX. O.C. 83.000 1+p+1 3 1+(2+1 3 1+p+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY! O x 53.126 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.626 1+C2+1 3 1+C2+1 3 1 1+p+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 64.000 1+C3+1 3 1+C2+1 3 1+p+1 3 1+p+1 3 1+C2+1 3 1+p+1 3 A CLUSTER OF H ANCHORS CENTERED ON THE MEETING RAIL 80.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+p+1 3 PLUS (2) ANCHORS AT OPERABLE 83.000 1+p+1 4 1+C3+1 3 1+C4+1 3 1+p+1 4 1+p+1 3 1+C4+1 3 VENT AND FO(ED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL 80.000 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3' MIN. O.C. ANCHOR SPACING) 60.625 1+C3+1 3 1+C2+1 3 2+ 3 1+p+1 3 1+C2+1 3 2+p+2 3 18314° MAX ;000 1+0+1 4 1+C2+1 3 2+C3+2 3 1+p+1 4 1+C2+1 3 2+C3+2 3 j -►{1--3- MIN. 0 1+p+1 4 1+p+1 3 2+C4+2 4 1+C3+1 4 1+p+1 3 2+C4+2 4 9' REF. 63.000 1+03+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 T X O 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 t PRODUCT REWSED 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG. RAIL aaomylyi,8wunu>aPl�wa 50.626 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+9 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS rsim scaftft Dow 64.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+p+2 4 1+p+1 3 2+C4+2 4 63.000 1+C3+1 4 1+p+1 3 2+C4+2 4 2+p+2 4 1+C3+1 3 2+C4+2 4 8 314" MAX. 74.000x38.376 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2+C2+2 3 i I I 1 1/2" 7YP. (f3' MIN. u l l l l 48. 2+C3+2 4 2+C2+2 3 2+ 2+C3+2 i R+0e+ 3 2+C3+2 4 `�� NY LYNN 2+p+2 4 2+C2+2 3@+C3+2 +2 •3 2+C3+2 4 •... .. 9°REF. x p `�`� �• ��cENs�c'•.�F �?:' P p+2 4 2+q+2 3 2+ +2 + • + •3 2+C4+2 No. 58705 0 +C3+2 4 1+p+1 3 2+p+2 5 2+C3+2 3 2+C4+2 4 MTG. RAIL = - 63.000 2+C3+2 4 1+C3+1 3 2+C4+a a 2+C4+2 b 2+p+2 4 2+C4+2 b EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �`"�~ J.J. lwf7/11 E NO CHANGE TM SHEET • • • • • • • • • e ° ��d STA Fes: 1(/�� J.R. &2W1 0 AODEOIOCAPTOBBT FRED a9pFT • • • „ a°N"Ae ANCHORAGE SPACING,OXANDXOWINDOWS ��'�`�.SS,�iORIDP.•�G`�;` FJc 4/16/07 C CHo.TAEE�T7O@,SBFWTNILUESWWTO cid J P.oegx;ez.• - ALLIM.HORIZONTALROLLER WINDOW,IMPACT��NAL` am Br" cora aaa NOxOMI& RL 3427a y, �, Berur annaea y em„ ame asfm u - a LVbB•1 P.E FX. AM= JJ. 929/08 HR710 NTS 10 a 11 4127-90 E' P.e.#wm ••• • • • • • • • • • • • • 3.4 KSI . 4" MIN. E.D. TYP. D BUCK •. NCRETE . .. NOTE 3 1° . . o° �• '• ^ NOTE 1 . MIN. 1x WOOD 4927-10 E P.E.Nasm BUCK, NOTE 3 AX. MAX/X �• TT/A HIM SHIM CONCRETE p ANCHOR � NOTE 1 NOT DETAIL. B 1 /4" MAX. SHI 13/8" MIN. WOOD ANCHOR, NOTE 2 t WOOD BUCK, NOTE 3 DET UFS AI CONCRETE I MIN. 1/4° MAX. SHI IM" MIN. I CMU) =° R ' • PER TE 1 " (3.4 KS! NC 00 CRETE CHOR NOTES: 1. FOR CONCRETE APPLICA ONS IN MM-DApE COUNTY, US00NLY MIAMI -DARE COUNTY APPROVED 114" ELCO TAPCONS EMBEQLD 1 MIN. OR4/4 6S*CRETE-F EMEhED 1314° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CO RTE EDGE C 16/4-,. FMEAb AN S MWST BE #12 TRIMFIT HEAD. • • •• • • • 2. FOR WOOD APPMg&IOjJ,:IAV MIAMI-DADECOUNTY, ME 912 SftEL SCREWS (G5) OR 1/4',984 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOTHAN 11121.SUCKS 111 DEPICTED NVTHE AAESECTIONS ON uISPA�OE /�yS INSTALLARELED DIRECTLY TO SOLID COCKS WHOSE TOTAL NCRETE. SS IS SSS WOOD BUCKS DEPIOTED A, 1}j" IC OR OREAATBEL INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINE ftDBT OTHIR601VAS APPROVED BY,,AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TS 91LUN;UEI: THE MA -&R& SHALL BEA MINIMUM STRENGTH OF 5063-T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. NOTE 1 1 3/4" EXTERIOR INTERIOR E5 °MIN. E.D & SILL DETAILS A, B. C. D, G & H) TYR 1x WOO BUCK, NOTE 3 -TQ SEE NAIUNI INTERIOR E DETAIL F (JAMB DETAILS E, F & I) 'LANGE FRAME J B SECTIONS EXTERIOR 1/4" 1/4° MAX. �S IM SHIM . ' • . .: ' NO' 1 ev 1MIN. 1 MIN. J—r E.D.D. TYP. �•, .. .; •, •'. 00 `DETAIL C UOK - DETAIL DA NO 3 SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) 9 TECHNOLOGY DRNE ANCHORAGE DETAILS NOKOMIS, FL 34M 'fBs P.O.sgxlm r1cm— ALUM. HORIZONTAL ROLI NOKOMIS. R 34W4 VWJbb Bawr =' m, rd»'To Half 99 a 99 II . ••• . •. . ••• .. .. . . . . .. . . • 4927-10 E P.E.Nasm NOTES: 1. FOR CONCRETE APPLICA ONS IN MM-DApE COUNTY, US00NLY MIAMI -DARE COUNTY APPROVED 114" ELCO TAPCONS EMBEQLD 1 MIN. OR4/4 6S*CRETE-F EMEhED 1314° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CO RTE EDGE C 16/4-,. FMEAb AN S MWST BE #12 TRIMFIT HEAD. • • •• • • • 2. FOR WOOD APPMg&IOjJ,:IAV MIAMI-DADECOUNTY, ME 912 SftEL SCREWS (G5) OR 1/4',984 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOTHAN 11121.SUCKS 111 DEPICTED NVTHE AAESECTIONS ON uISPA�OE /�yS INSTALLARELED DIRECTLY TO SOLID COCKS WHOSE TOTAL NCRETE. SS IS SSS WOOD BUCKS DEPIOTED A, 1}j" IC OR OREAATBEL INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINE ftDBT OTHIR601VAS APPROVED BY,,AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TS 91LUN;UEI: THE MA -&R& SHALL BEA MINIMUM STRENGTH OF 5063-T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. NOTE 1 1 3/4" EXTERIOR INTERIOR E5 °MIN. E.D & SILL DETAILS A, B. C. D, G & H) TYR 1x WOO BUCK, NOTE 3 -TQ SEE NAIUNI INTERIOR E DETAIL F (JAMB DETAILS E, F & I) 'LANGE FRAME J B SECTIONS EXTERIOR 1/4" 1/4° MAX. �S IM SHIM . ' • . .: ' NO' 1 ev 1MIN. 1 MIN. J—r E.D.D. TYP. �•, .. .; •, •'. 00 `DETAIL C UOK - DETAIL DA NO 3 SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) 9 TECHNOLOGY DRNE ANCHORAGE DETAILS NOKOMIS, FL 34M 'fBs P.O.sgxlm r1cm— ALUM. HORIZONTAL ROLI NOKOMIS. R 34W4 VWJbb Bawr =' m, rd»'To Half 99 a 99 II Ull'til dIIL SEE NAILING �( L NN � • uceNs4• DETAIL I (JAMB) :Ef' '}' No. 58705 ` SECTIONS =-D' 6 j`= 1112 �'��SIONAL E�t� IMNDOW, IMPACT AAYNN�J tax. 4927-10 E P.E.Nasm M AW MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26°i Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 theplapplicable building code. This product is approved as described here' mply Florida Building Code, including the High Velocity H ne. DESCRIPTION: Seri 700" Aluminum Single Hung Window — L. APPROVAL DOCUME ing No, — 9 im. ingle 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, y- e e County Product Control Section. MISSILE IMPACT G: Large and Small Missile Impact Resistant. .... LIMITATIONS: ' mi D County Product Co utters Or Protectign DevthN %hall be• • • required for GI ' g Option "M" 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 E(Ki city, state, modelE . • , •; series and following statement: "Miami—Dade County Product Control Approved".UgLess otherwise noted ' herein. • • ' .... • 0 0.0 0 RENEWAL of this NOA shall be considered after a renewal application has beerr f4ed Ind there has been• • .... no change in the applicable building code negatively affecting the performance of thfs'pfo'duct. .' TERMINATION of this NOA will occur after the expiration date or if there has *r a tevision or rkange• • • • •' .000 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of ee • 0 0 0 0 any product, for sales, advertising or any other purposes shall automatically terminates this NOA! nribre to comply with any section of this NOA shall be cause for termination and removal of NOA. 00 0 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. Gascon, P. E. Expiration Date: March 26,-20U J` . 111 Approval Date: November U3, 2011 �Page I 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 10107/2011, 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 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-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: l) 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-4958 and FTL-5063, dated 10/03and 11/21/06, botirsig�d and sealed by Edmundo Largaespada, P. E. • •. 00 •' 0 0 0 0 0 000 0 (Submitted under previous NOA No.07 0322.06) so• • • 0 ...:. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20i • .0.006 2) Cyclic Wind Pressure Loading per FBC, TAS.203 94 0 • • • • along with marked up drawings and installation diagram of an alvAnum siWe hung' :080 window, with fin frame, prepared by Fenestration Testing ftftatoryl, 1nc1 Test: Report No. FTL-4645, dated 08/11/05, signed and sealed by V undo Largitespada, .; P. E. 0 ...... (Submitted under previous NOA No.07-�0322.06) • 0 ... 0 - 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-904 : ' 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0 0 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 FTL4649 and FTL 4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) Ja me D. Gaseo , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Indutstries NOTICE OF ACCEPTANCE: EVIDENT 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 FEC 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 Edmundo 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 FEC, TAS 203-94 along with marked -up drawings and installation diagram of an alumininn single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTI, -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 054 018. 01) C. CALCULATIONS •. 1. Anchor verification calculations and structural analysis, comBlying with'EBrG-!2007; • • •; • dated 01/11/2011, prepared, signed and sealed by Robert L. Clerk, I: E. ;• •;. '. Complies with ASTM E1300--04 Do*:* • • • • • • (Submitted nit der previous NDA No. 11-0128.0'3) • ...... ...... D. QUALITY ASSURANCE • • • I. Miami -Dade Department of Permitting, Environment, and Reguw8py lkffairsrPERA). E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 11-0624.01 issued to E.1. DuPont D NeMurs & C .: Inc.:* • • for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring ori Iii•/1 t/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. Jaime D. Gasco y P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT 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 NDA No. 07-0322.06 and 05-1018 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. .Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 goes • . ... ...... . o :::e:s eso::• ...... ...... 0000 .... :0000 • • 000.8• • .• .8800 • • 80:0 008880 :80:0: • 0 • ss.eg: • 0 . • .segs: so . . 00 .Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS ••• • • 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) DUPONT BUTACITE OR SAFLEXKEERSAEE MAXIMUM PVB I . 6/15" LAMI CONSISTING OF (1) LITE OF 1A3" ANNEALED O 8 AND (1) LITE OF S WITH A .080 TACITE OR SAFLEX/KEEPSAFE • • • • MAXIMUM PVB INTERLAYER. C. 6115" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7116" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLOGNEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) UTE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7118" LAMI CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6118" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVS INTERLAYER NOA DRAWING MAP Q H.13/18" LAM] IG (1) LITE OF 1A1' TEMPERED GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE SHEET OF 118' HEAT STRENGTHENED{9LASS WITH A.090 DUPONT BUTACITE OR SAFLOO(EEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES. . B 1 1 1. 13/16" LAMI IG: (1) LITE OF 1/B' TEMPERED GLASS, AN AIR SPACE AND 6/16' LAMI CONSISTING OF (2) UTES OF 118° HEAT STRENGTHENED GLASS ............ GLAZING D WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ............ DESIGN GN PRESSURES ....... 3 J. 16/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 711W LAW CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A ELEVATIONS S... 4 .090 DUPONT BUTACITE OR SAFLIO!/KEEPSAFE MAXIMUM PVB INTERLAYER ................ VERT. SECTIONS 5 K. 13116" LAM] IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LTTE ............ HORIZ. SECTIONS .«.....".. 6 OF 3118" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST .................... 8 L. 13116" LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3118" HEAT STRENGTHENED GLASS EXTRUSIONS.... 7 WITH AN =0 DUPONT BUTACITE OR SAFL.EX/KEEPSAFE MAXIMUM PVB INTERLAYER ""'"""'"" 7 CORNER DETAIL ® M. 13!18" LAMI IG: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 6115" LAMI CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR ............ ANCHORAGE......"........... 8-11 SAFLEX4MEPSAFE MAXIMUM PVB INTERLAYER mlusadT.. 2. CONFIGURATIONS: 'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW CR HIGH SILL OPTION) R. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) P•O.,� 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. •x ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5 SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, Noxoan6. FL saar4 A7. REFERENCES: TEST REPORTS FTL-4645• FTL-4548, FTL-4847. FTL-4848, FTL-4649, FTL-4650, FTL-4861, FTL-4723, FTL-4967. FTL-49M AND FTL-S083. NTS 9 r 11 404020 ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION FL P.E.# 68706 ADM -2000 ALUMINUM DESIGN MANUAL PRODUCERE SBD as wmnlymswith the 190lide 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY B°0dhts cam A-MO�N�o L. A- t ® HURRICANE ZONE (HVHZ). •• ••• • • • • • •• IUIIfl • • • • • • • • • • • o .`� Oryissr •• • ••• • wtp (0li � 'O ' � • • • • • • AA 10!07/11 D 2010FRCUPDA7E • • • • Y • GENERAL NOTES gSA� ;' =.,'Pp''. FLOa�4.: a.0 ✓.1z oa�u,1 c c>wlvo®caPOLase TYPEArb P�rnaH� • • nr�m P T ALUM. SINGLE HUNG WINDOW, IMPACT mlusadT.. F.K: 11H3/0B 1 B TQ P•O.,� A. L111M/0Ql, P.E. s ear eaaa •x F L awo " 7 Noxoan6. FL saar4 Vtctbdy Beaor NTS 9 r 11 404020 D FL P.E.# 68706 • • • • • • • • • • • •• •: ••• •t• i• •• NOM. S BITE 70 or �ANNEALED 6/16" LAMINATED GLASS 1P2° NOM. GLASS SITE 16,87,88 or 9: I or 112" NOM. GLASS SITE A NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) GLASS 3/18° ANNEALED OR HEAT STRENGTHENED GLASS R090 SOLUTIA OR DUPONT PVB INTERLAYER GLASS 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/16" LAMINATED GLASS 39.90 or 91 112° NOM. GLASS BITE PRODM RBYOM ea complyine it ure Mmtd" ewmhw . 116° ANNEALED OR HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB I RLAY�R • • 090 SOLUTIA OR DUPONT PA INTERLAYER 1/8° ANNERLED OR'�IEI=f 4RFf EH�IEO GbASS 3/lir ANNEALED OR HEAT STRENGTHENED GLASS f 11 fit- - 6116° LA INATED 7/18° LAMINATED ��• �V �V14N MiltFR�''� AIR SPA 6i s i • • • • • �' •' • 'ft AIR SPACE 1/8°ANNEALED9I; N!h ED'"g •• IV TEMPERED GLASS© 13116' NOV.--13116"NOM. o 55105 13116" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI •• •;• •• dC o t1 LLI_ • • • • • • • ' • • • °i :�.A '•. to a�' NO JJ 90107!19 D CHANQE81 TW SHEET • • • • • • 8 • • ,mo move GLAZING DETAILS•..• FLo+?�4A' �G:• Jit 04/09!71 C CHAKMVAPGLIBBTYPE FamE • N Ft m'° •, %. omwow 99l99/QB ADD tiEb9b"1 7o8t961AS9tta.(9LA&B &LAM/IQNOTE P ALUM. SINGLE HUNG 1MNDOW IMPACT '��SStONP %% ` etc men mr NOKOMIB FL'%J4 VWb& Bedtal• a°rwme 6ou" m'ee ""wn A. LY{tbfJMILL t, P.E. FA 0H/08 J.d 2/29!07 8H1o0 Ful! 2 • 19 4tV&20 D FL P.E.# 68706 • • • • • • • • • • 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT TH GLASS TYPE 88" 88" 70" 72" TABLE 1. • , • • • 74P • • 48" B,M +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -0.0 +80.0 •80.0 +800 +60.0 .0 ,B,M + .80.0 +80.0 -90.0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 79.0 8Z" AAM +60.0 -80.0 +80.0 -80.0 +80.0 lioo +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +75.0 -75.9 631/8" A,B,M +80.0 -90.0 +80.0 -80.0 +79.6 +78.2 -78.2 +78.9 -78.9 +75.4 W •►74:0 .9 .0 UP TO 53118" C,D,E,F,O,H,I,J,K,L +80.0 -90.0 +60.0 -80.0 +80.0+80.0 -80.0 +80.0 -80.0 +80.0 -90.0 •+i40 -SQ10 STANDARD VIEW & RADIUS TC) BASED ON FLANGED WINDOW WIDTH GLAS8 TYPE 48" A,B,M 80" A B.M 62" A,B, A BASED ON FLANGED M WIDTH GLASS TYPE 63 118" 1 D.E.F.J.K.L Sd16" LAMI - V8A,.090,1/8A 04' UWI-(1/BA,.O90,V6918) 6H8 LAMI - (118 H8,.090,1/lYM) 7/18° LAMI - (3/18°A,.080, 3/18°A) 7118" LAMI - (3/16"A,.080, 3/18°HS) 114W 1AMI-(R11WWA nCtn 911M6491 • • M G RAIL •• H4'� !�H •• •• • e • VS W/ HIGH SILL OPTION rABLIR 2. DOW HEIGHT :2 63" 72" 74" 78" MEETING RAIL 10.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0. HT• 19.9 -79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 i H 18.9 •78.9 +70.0 -70.0 +88.8 48.8 +67.6 47.8 18.0 -78.0 +88.0 48.0 +88.7 48.7 +65.5 45.5 30.0 -80.0 +70.0 -70.0 +70.0 •70.0 +70.0 •70.0 W/HIGH SILL OPTION® TABLE 3.® IDOW HT. W/ BASH ■ 76" FLANGED AND 76" INTEGRAL FIN) "0" MINUS ' I 39 5118" I 4418116" 1 50 318" I 8618118" SASH tO.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT, MEETING RAIL TEST REPORTS TABU 4. FTL•4847. 4648.4723.4957 FTL-4845 FW -E948 G. 13118" LAMI (0.118" T, Alii SPACE, 8/15" LAMI - (1l8°A,.090,1/8"A) FTL4649, 4723 H. 13118" LAMI[ 10 -118 T. AIR SPACE, 6118" LAMI - (1/BA,.090,11WHS) FTL4648 1. 13118" LAMI 10 -1/8° T, AR SPACE, 6118 LAMI. 118"H8,.090,11WH8) FTL4W J. 13/1W LAM[ IG -118" T, AIR SPACE, 7118 LAMI - (3118°A,.090, 3(18A) FTL4849, 4880 K 13/18° LAMI 10 - V8° T, AIR SPACE, 7110" LAMI • (3118°A,.090, 3/18"1-18) FTL4649, 4660,4M L 1311W LAMI 10.118" T, AIR SPACE, 7118" LAMI - (3/18°HS,.090, 3118°H8) FTL-4849, 4850 M. fano LP1M1 na • I/o n, rulc arnacn, •no LAM, - l u• n,.urw, 1r• nyak r 11.-UWW 1 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +04.0 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. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6d8 MINIMUM TO 38 MAXIMUM. P.O.'Q 1628 NOKOlAIS, FL34StT4 OHMO I NT's 1 3 a 11 1 404¢•20 Rsvlsl;o awNU dret�lorlda tIIII11 104N.- ``� 00 N5E FR No. 68708 ,•o o N A. LYIJI:I11bIll EIWP.E. FL P.E.# 68705 SE T BE T (I �AAX. VENT DLO (ALL) DETAIL A 1J1 B I SEE DLO I TABLE O SEE DLO+TABLE X j ICED WIDTH® ODTH DETAIL I 531/8" MAX. FLAT HIGH SILL 52 1/8" MAX. I.F.1 1 341/2" A IF. 49 5d8" MAX. FIXED SEE DLO TABLE O DLO (ALL) D DLO OLE 0 % 75" MAX. I.F. D _J HEI .1_ EEDFLANGED 78" t f DLO ISLE �.) L i( j HB" MAX SASH HEI HT FLAN( HEI - I- HT �AAX. VENT DLO (ALL) DETAIL A 1J1 B I SEE DLO I TABLE O SEE DLO+TABLE X j ICED WIDTH® ODTH 75" MAX. I.F. HEI T ® SEE TAI 78" MAX, FLANGED HE HT 20" SASH SEE DLO HEIGHT B -�j DETAIL B VIEW (STANDARD SASH) 0 j X j E'"1 I 75" MAX I.F. E -� HEI HT ® MAX. FLANGED HEI 20" SASH HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) TrH NOTES:1. SEE SHEET 6 FOR VERTICAL : • �!• • • • ' ' - 2. SEE SHEET 7 FOR CORNERETAIL VIEWS. mopizomTAL A 0 0 b�111L0 0 • • • • i • • - 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. L� ••• •• • ••• •• L,010701 DwrNOCHANQESTHl88HEET : • • R • • • • i 7�,ti, N tcom ttit87MB8HEET •: .. . • • _ • � > ° PST V, CHR. NOTE& ADD NOTE4. DETAIL I 76" MAX HIGH SILL A 1 341/2" A IF. B SEE DLO TABLE O HEI HT 411/4° LL- D 78° MAX. EEDFLANGED • • • • •• • 00 0•• HEI HT LOW SILL SEE DLO TABLE X /T SEE 4 34 3118" B 75" MAX. I.F. HEI T ® SEE TAI 78" MAX, FLANGED HE HT 20" SASH SEE DLO HEIGHT B -�j DETAIL B VIEW (STANDARD SASH) 0 j X j E'"1 I 75" MAX I.F. E -� HEI HT ® MAX. FLANGED HEI 20" SASH HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) TrH NOTES:1. SEE SHEET 6 FOR VERTICAL : • �!• • • • ' ' - 2. SEE SHEET 7 FOR CORNERETAIL VIEWS. mopizomTAL A 0 0 b�111L0 0 • • • • i • • - 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. L� ••• •• • ••• •• L,010701 DwrNOCHANQESTHl88HEET : • • R • • • • i 7�,ti, N tcom ttit87MB8HEET •: .. . • • _ • � > ° PST V, CHR. NOTE& ADD NOTE4. DETAIL I FIXED LITE LOW SILL HIGH SILL A 1 341/2" NOKObiFL84274 B 415/8" 411/4" C 411/4° 407/8" D 62 6/8" • • • • • • • • • • •• • 00 0•• •9 DETAIL LOW SILL HIGH SILL A •:• 0• X j DETAIL C VERTICAL DAYLIGHT OPENING DETAIL I FIXED LITE LOW SILL HIGH SILL A 1 341/2" 34 3M B 415/8" 411/4" C 411/4° 407/8" D 62 6/8" 5211/18" E 52 1/4" 52 5/18" SASH DETAIL LOW SILL HIGH SILL A 341!2" 34 3118" B 27 7/16" 271/8" C 27 7/18" 271/8" D 18 3/8" 15 3/4" E 18 3/8" 153/4' TABLE 5. ELEVATIONS Ift ALUM. SINGLE HUNG WI ams S"uY: slirao NTS 4 d 11 4040-20 75" MAX IF HEI HT Ar ® INAX. FLANGED HEI HT S N 4 IXEVM D . wlln drelnmida 111111 LYNN `��,1`i`: JGENSF•' .'P moi: 58708 i � •' , gSA OP ,: �� SS/ONA�- A. LYN(14 Illl l P.E. FL P.E.# 58705 h-2.784"---1 i III INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOOKS, (1) 8" FROM EACH SIDE OF SASH. INSIDE M VENT DAYLIGHT OPENING I I I I NOTE: BALANCE PARTS USED { ® BASED ON SASH WEIGHT 9,10,11,15,16 I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A A INTEGRAL FIN Q F.) FRAME SECTIONS/A INSIDE ill k nil r 47 Nh f -- 2. HIGH SI 2 LOW SI�.L H SILL 48 LOW SILL HEAD 68 r�2,1710" ®LF. FRAME q I 53 OUTSIDE 1q (LOW SILL) _ `J �MSEEOTE�pVF• • • • • 54 6$ tt1ttt • 'e•�� .I VYNN MtnULTRaLir=r* s'sp K}NL? • • ' • • 89 ULTRALIFT: SECTION B -B 12 ONLY SECTION C -C = * c No• 5g7o5 (LOW SILL SHOWN) • • . • ALT NATE HIGH SILL (HEAD DETAIL- RADIUS VERSION) � to 19 0 • ` d J� 1OV7111 D NO CHANOE8 7FH8 mwr- • • • • • • • ' °�"°° %�� g1AT£ D Z': ,dR 04!01/11 C AIDCHANldE TWSHEEr • • • • �• • • • 1%T4vLoiY011NE ym SECTIONS tC .. FIOR\94 R!G' futsme a aDvt� srDrroNsecowse treat con�Onmvrs N Pcoq eq�c+sae FLNe ALUM. SINGLE HUNG WINDOW, IMPACT �'/1isS'/ONA��`� twa•a, rsn A LYI M&IBEI� P.E. p,F,ey, oatw taae - NOHCt88, FL 84274 Vhlb<'y Beth• SH7on i e S r 11 4040.20 0 FL P.E.# W708 RIG svim J.7 Ylmw • • i ••••� ••' •�• v •• I 1 2.rea 1 An - 047 FRAME, I.F. HEAD ® #4071A. 6063-T6 ®48 FRAME, I.F. LOW SILL #4072A,8083 -T8 m 68 87 1 1830 ISCREENCORNIfft KEY W/RINC18 • • SCREENCORNER.K�YM TRWt38 • • • • leap •79831 THICKNESS ....... MIL 1031 • . • `�.�y V.(Ni1 .14'i,. ' 58 1 1073 CREEN SPRING •• • • • • 1��p�.; NBi •.. y 59 1 1624 ISCREEN SPLINE -.135 DUl FOAM • • • 8 2 AME. I.F. JAMB 05 • • • • • ®OFRAME, I.F. HIQH SILL 04073A, 6083.78 ®�FR#40748, 808378 (USED AS RADIUS TOP HEAD) W LU= to pIOG : ��. %'P� •.. F�oa'O 1p�; • JJC iQ+07H1 MOCKM1QtF87HJi48HEBT • • • • • i • • • •PARTS loin " LIST ,rte i a CNAROAPOLA887YPB io ALUM. SINGLE HUNG WJNDOW IMPACT _4 IMP F.K ryGB 8 MMW 4 A LYlllid MRILEIZ;�P.E. � B M FIG B/9/00 8N7oD NT3 B d 71 404024 FL P.E.# 58708 ri2.784--( I 1.� .o6a O FLANGE FRAME HEAD /14W2A, 6003-T8 SEALANT OR GASKET �LI1ll� BOSS (2) 1 AT HEAD AND BILL 12.710 �•� �••-1.613-��.738 1 082 040 1+-1.461•—�� VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4026, 8063-T6 17 #4063,6063-T6 .060 #4b RA (USED AS RADIUSUS TOP HEAD) 1.165 r— .878 2.3'18 1.098- �+ —►I� -�1 1.342 ff r--2279 ~i T o� 1' j4e 41 GLAZING BEAD, 5/18° � 1f4039B, 8083-T6 .0628 1.77 081 1.979 SASH SIDE RAIL .082 � 31 #4W8, 6063-T5 42.15 6 21 FIXE60631NG RAILHD-Tem 23 0680, 60SASH e Hs -T6 28 SASH 40007 BOTTOM (LOW1 .060---�� 1.086- i - -) � s76 42 GLAZING BEAD, 5/18" +° #40448, 6083-T6 °g OOtr "' e• Florida 2.326 --►I 1.09 T (USED W/ GRILL KIT) n xo tt Oe ` 2.946 O GLAZING BEAD 7/18° c 3.448 uu #4222,6063-T6 �j, Miemi wloPmduetCoWrot 2.838 m - Imo— 060 • Is I • • • • • •878 ��r1 U97 • • • • • ---I • • GLAZING BEAD, 13/18° IG o • o -2 • • ... • • i • • • • • • 1.116�r �l� 46 #4087, 8083 T6 89 FLANGE FRAME SILL (HIGH) • •68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,. 7/18° k : No. 68708 #4080A, 6063-T8 1/4061A, 6063-T6 f1 m, 8083-T6 • ••• •• (USEDW/GRILL KIT) ;�';(x SOI°�w u!� JJ 10/07H9 D HOCHAHOEBTHl98HEET • • • '. six _ • • . • • 1tl10 T� 'nerve EXTRUSIONS & FRAME CORNER DETAIL O.c` ' .. �i oa{oP''.'0�: JR 04/01/1 C HDCHAWESTHl88HEET •• • • • • NOIL0 39P7® VON uPnA7EFeAn�corrHEa r p CLUDEAF F.ae�uct�e ALUM. SINGLE HUNG WINDOW, IMPACT �,3 /ONAr1,,. ` amen H 8. NOKo618 FL34R74 V7sibdyBee�er e'1Q me •mo^u xa« A. LYNN MILL, P.E. FJG W/o J,l ?119!07 8NT00 Nel/ la"7 d 11 404020 D FL P.E #68705 i�•••� ••• •i• i• •o ® I.F. FRAME SEALANT ALONG ENTIRE JOINT � 1 or 47 II I.F. FRAME A 2 � II II .062 2.630 2.330 I 6or50 1 h� 2.784 FLANGE FRAME SILL (LOW) 1 WELD �J #4003C, 6063•T6 �J I 6 or 50 ALONG SEALANT OR GASKET �LI1ll� BOSS (2) 1 AT HEAD AND BILL 12.710 �•� �••-1.613-��.738 1 082 040 1+-1.461•—�� VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4026, 8063-T6 17 #4063,6063-T6 .060 #4b RA (USED AS RADIUSUS TOP HEAD) 1.165 r— .878 2.3'18 1.098- �+ —►I� -�1 1.342 ff r--2279 ~i T o� 1' j4e 41 GLAZING BEAD, 5/18° � 1f4039B, 8083-T6 .0628 1.77 081 1.979 SASH SIDE RAIL .082 � 31 #4W8, 6063-T5 42.15 6 21 FIXE60631NG RAILHD-Tem 23 0680, 60SASH e Hs -T6 28 SASH 40007 BOTTOM (LOW1 .060---�� 1.086- i - -) � s76 42 GLAZING BEAD, 5/18" +° #40448, 6083-T6 °g OOtr "' e• Florida 2.326 --►I 1.09 T (USED W/ GRILL KIT) n xo tt Oe ` 2.946 O GLAZING BEAD 7/18° c 3.448 uu #4222,6063-T6 �j, Miemi wloPmduetCoWrot 2.838 m - Imo— 060 • Is I • • • • • •878 ��r1 U97 • • • • • ---I • • GLAZING BEAD, 13/18° IG o • o -2 • • ... • • i • • • • • • 1.116�r �l� 46 #4087, 8083 T6 89 FLANGE FRAME SILL (HIGH) • •68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,. 7/18° k : No. 68708 #4080A, 6063-T8 1/4061A, 6063-T6 f1 m, 8083-T6 • ••• •• (USEDW/GRILL KIT) ;�';(x SOI°�w u!� JJ 10/07H9 D HOCHAHOEBTHl98HEET • • • '. six _ • • . • • 1tl10 T� 'nerve EXTRUSIONS & FRAME CORNER DETAIL O.c` ' .. �i oa{oP''.'0�: JR 04/01/1 C HDCHAWESTHl88HEET •• • • • • NOIL0 39P7® VON uPnA7EFeAn�corrHEa r p CLUDEAF F.ae�uct�e ALUM. SINGLE HUNG WINDOW, IMPACT �,3 /ONAr1,,. ` amen H 8. NOKo618 FL34R74 V7sibdyBee�er e'1Q me •mo^u xa« A. LYNN MILL, P.E. FJG W/o J,l ?119!07 8NT00 Nel/ la"7 d 11 404020 D FL P.E #68705 i�•••� ••• •i• i• •o ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. WINDOW H SUBSTRATE: 28.803 34.603 40.803 46.603 52. 58A03 84.8 76.000 ANCHOR TYPE: U U p U ❑ U U p U p U p U p U p U v U'-U�O V� �O U�U�COO NQ� cy •-ON��' cib �8N�`'� WINDOW GLASSP-2 SSS VU U WIDTH TYPE MTG. RAIL C,D,E,F,G__19.125H,IJ,K,L JAMB BELOW MfG. RAIL �.p . 0 b /lIVDOWS ''�G,o • ... �.otz�4P��`. IW, IMPACT �FSSIONA� ��`�� A. LY�iI�tH11LL , P.E. "m iG 4040-20 D FL P.E.# 88706 1 1 1 11 2111222122222222222222222222222222223-2l238 A,B,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 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1_ _1_ _1 _1_ -21_ H,I,J,K,L 1 21 1 1 21 2121 22212 _1 2222222222222 _1 _1 _9 32222232223332233 24.000 1 1 1 1 1+1 7 1 A„M -'i[-2 _1_ T1N 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 _1 3 3 ]1-2 1 1 1 2-1F2 1 2 1 2 2T-2 2 2 2 2 2 2T2 2 2 2 2 ,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,WXL12122223122223122 23E21232322 332233 32 343344 32000 1 1 1 1 1 1 1 1 1 112122223122223 A„M 23 32 23 223 3223 34 233 43344 C,D,E,F,G, 1 1 1 1 1 1 2 2 1 2 1 2 1 2 1 2 37000H,IJ,K,L 221 2222 _1 31 223 22 232323232 342333343334353344 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A ,M 2 2 1 2 2 2 2 3 1 2 2 3 3 2 2 3 3 2 2 2 3 2 3 2 3 4 2 3 3 3 3 4 3 3 3 4 3 6 3 3 44 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,4J,K,L 221 222232223232223232323242333342334353334453344 _2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 22122 2232223232223232323242333342334353334453344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,W,K,L 2222 222 32223232233242333342333342334353334453445 ABM 2 2 2 2 2 2 212 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2-2 2 2 2L2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 6 3 3 3 4 4 6 3 4 4 b PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 222222232223342333342334342334363334353345483455 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 _3 _2 2 AB,M 2222222322233423 334 i34 42334353334353345483455 PSF 72 79 79 • • • • ; • • • C,D,E,F,G, 2 2 2 2 2 �2 $ i-!21 2-193 2 2 3 2 2 3 2 3 3 _2 3 53.125 H,I,J,K,L 2222222322 3 2 s4 S4Z334343334353344483445483456 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 33,4 3 •I 3 3 3 4 3 5 1313 -414 4 6 3 3 416 4161314 4 5 • • • • _ � • • tt9o�iEC�1.� P.O. BQX'% NOKONnB, FL347/C m an= I NTS 18 a 11 ANCHORAGE N 1. ANCHOR TYPE : 1-114' ELCO TAPCONS j ® 33��2SCREWS�,SCREIMS", E�E=Fi 2 ANCHOR LOCATIO ED ON THE FOLLOWING DIMENSIONS. HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -17112" MAX. FROM TOP CORNERS 16' 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 WNDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD RALICIZED VALUE ABOVE THEM, II�ICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF P LIMITED) 118 HEAD 1 PRODUCTREVISIX wmpift with We JAMB ABOVE 2 3 �d10E� ,. MTG. RAIL JAMB BELOW MTG. RAILtt°ct (FULL DP)HEAD IONs,**. * /,''� (D �`o�y ~� �pF33 MTG. RAIL JAMB BELOW MfG. RAIL �.p . 0 b /lIVDOWS ''�G,o • ... �.otz�4P��`. TABLE KEY: MAX PSF P LIMITED) 118 HEAD 1 PRODUCTREVISIX wmpift with We JAMB ABOVE 2 3 �d10E� ,. MTG. RAIL JAMB BELOW MTG. RAILtt°ct (FULL DP)HEAD IONs,**. * /,''� JAMB ABOVE 223 �`o�y ~� �pF33 MTG. RAIL JAMB BELOW MfG. RAIL �.p . 0 b /lIVDOWS ''�G,o • ... �.otz�4P��`. IW, IMPACT �FSSIONA� ��`�� A. LY�iI�tH11LL , P.E. "m iG 4040-20 D FL P.E.# 88706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 8. ANCHORAGE NOTES: WINDOW HEIGHT • • • • • • • 1, Go TYPES: 1 -1/4" ELCO TAPCONS z 000 2-1/4" E LCO SS 4 CRETE -FLEX SUBSTRATE'------ UBSTRATE: E 29.85 37.156 44.655 52.155 59. 67.1 074.655 S.,A.: ,A 3-#12 SCREWS ANCHOR TYPE.-- U U U UU O2. ANCHOR LOCATIONS ARE BASED ON THE znO clj z Z z z O z Z cK•ZZoz zWINDOW P z ca 0U'pp N— N N- O O p PE OO00 O Z8oaOp 8 c O FOLLOWING DIMENSIONS: WIDTH HEAD -181%2" MAX. FROM TOP CORNERS f ID,E,F,G, 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 1 9 1 9 1 1. 1 •4 NIBS -17 iW MAX. FROM TOP CORNERS _ ._.. __..._ __. _..� .__._. __. _. ._ _ . _. __ _ _. • • 15" MAX. FROM BOTTOM CORNERS 19.125 HI,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 411 2 2 2 2 2 2 2 2 i[2'1 2 2 2 2 2 2 2 2 2 2 3 2 3 i;7 8 2 • (r MAX BELOW MTG.RAIL A,B 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 ®SILL -ANCHORS NOT REQUIRED 11 1 1 1 1 222 1 222 2 21 222222222 22222222222 232 322 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 RkJ,K.L 11 1 1 11 221 1 22222222222222222232322232322232322232 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS fl—I 1111 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2T2 2 2 2 2 27212 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ®ARE1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS C,D,E•F,G, 1 1 1 1 1 1 1 1 1 J32 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 KI,JXL 1=1 1 1 =1i 2 2 2 2 =22: 2 3 2 2 2=2 3 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA 1 1 1 1 1 1 _1 1 1 1 2 1 _1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITHTHE QUANTITY A,B M OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PSF 58 87 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,IAK,L 11 1 111 2 222222322233322333 33343333233433243443243 AVAILABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 40,000H,IAK,L A,B,M 49 1 79 1 56 1 79 1 1 79 C,O,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 a 2 44,000 H,1,J,K,L 1111111 1 1 2 22 2 223 32233342 33344 3 34344 334344 3 343443 35 A,e M 2 2 2 2 2 2 2 2 2_22 2 2 2 2 2 2 2 2 2 2 2 2.2 1111112222223322333- 33344334344334344334344335 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 2 3 2 2 48,000 H,I,J,K,L zl 111 111 2222223322333433334433444444435444435 A,B M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 2 2 1 1 1111111 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3414!44L433:414 4 4 4 3 5 4 4 4 4 3 6 PSF 41 671 46 67 76 78 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 53,125 H,I,J,K,L III 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 M. 3 3 44 4 4 3 34 4 4 4 3 34 4 5 5 4 3 54 5 54 3 5 4 JAMB MBBEIL ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG. LROI�IWL 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3131313 4 4 3 3 4 4 4F4 3 3 4 4 4 4 3 3 4 4 b 4 4 3 5 4 5 4 4 3 5 4 J 70>n7H1 u /�c>unraEs rtttsstlEET ANCHORAGE SPACING, STANDARD VIEW R OO vit C awmm t&4 HORQTYm!R ! Rl iwsm NOKTEOaM,FLW= gap K �11H3fOB Ba. 201 WHSWWCH0R Off gYS� Pp, ,� ALUM. SINGLE HUNG WINDOW IMPACT "'w ammo ' aeo�d Ldae NOKOMB,FL34Tl4 V,l,tbly& ms eeawauaoe �" a 79 � 404U -2a D Frc 7/78!08 J f z=.- 8tn� NTS 9 1111111 �� 4VNN Mb1( iii �;' y810g ` o oFH Z, FSSlONAL �.�. A. LYNN MILtAl P.E. FL P.E.# 65706 TABLE KEY: MAX. PSF (DP LIMITED) 117 HEAD 3 u R JAMB ABOVE 3 3 56 am coat I 1 MTG. RAIL JAMB BELOW WG. RAL C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 53,125 H,I,J,K,L III 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 M. 3 3 44 4 4 3 34 4 4 4 3 34 4 5 5 4 3 54 5 54 3 5 4 JAMB MBBEIL ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG. LROI�IWL 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3131313 4 4 3 3 4 4 4F4 3 3 4 4 4 4 3 3 4 4 b 4 4 3 5 4 5 4 4 3 5 4 J 70>n7H1 u /�c>unraEs rtttsstlEET ANCHORAGE SPACING, STANDARD VIEW R OO vit C awmm t&4 HORQTYm!R ! Rl iwsm NOKTEOaM,FLW= gap K �11H3fOB Ba. 201 WHSWWCH0R Off gYS� Pp, ,� ALUM. SINGLE HUNG WINDOW IMPACT "'w ammo ' aeo�d Ldae NOKOMB,FL34Tl4 V,l,tbly& ms eeawauaoe �" a 79 � 404U -2a D Frc 7/78!08 J f z=.- 8tn� NTS 9 1111111 �� 4VNN Mb1( iii �;' y810g ` o oFH Z, FSSlONAL �.�. A. LYNN MILtAl P.E. FL P.E.# 65706 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAM1381 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT WINDOW HEIGHT MANUS SASH HEIGHT FROM TABLE 8. • SUBSTRATE: 17.126 22. 1 8.21 33.764 39.298 1 .8ANCHOR 39 • 3UC81 • TABLE 7. • 9 • A�0 SS GDI T 0 �Qc ZMO QQ1 8 M. g ZWINDOW p Qo� O ZN 2O ON O 8 � y•l �rd C4 Q WIDTH 19.126 24.000 D,E,F,J, KL D,E,F,J, KL D,E F J, 1 — 1 1 __.._.__..._... 1 1 1 -- 9 1 1 1 1 — 1 1 1 1 1 --- 2 1 _.__.__.._....__. 2 1 1 ---....._.--. 2 1 2 1 1 2 1 2 1 1 2 1 ._. 2 2 1 _-_ 2 9 _�_... 2 1 1 .. _. 2 1 _..._,.___..._--....._..._�_—_...,,_...-_______-- 2 1 1 _-- 2 1 2 2 1 --- 2 1 2 1 1 .., 2 2 1 3 1 1 - 2 1 3 1 2 1 2 1 1 -- ._ 2 3 1 1 3 3 1 1 9 2 1 2 1 1 —. 3 1 3 1 1 1 3 2 4-1; -__e•. 3 3 1 •1 1 _._._ 4 ._ 1 ....I .._a_.... 1• ._.•..._ •3• 1 1 •9• 6• 1 _�. 30 1e 4 • 1• 32.0W KL _ 1 1 9 2 2 3 3 2 3 3 3 3 -11 3 2 ' 3 4 3 -4 [� $ 3 4 5 3 S PSF �1Qw$`-S`d y1 WIDTH 78 19.125 9 1 37.000 D,E,FA KL 1 7 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3- 2 31 1 3 2 1-4 2 3 1 3 2 3 2 4 1 3 2 1 4 2 4 1 1 4 2 1 5 2 5 1 4 2 5 2 PSF 2 2 3 79 79 2 79 2 2 2 78 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 78 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2. 2 2 22 2 1 2 2 2 2 2 2 2 2 2 2 3 4 KL 1 1 1 2 2- 2 3 3 3 4 3 4 4 3+4 4 1 2 1 6 4 4 5 6 4 6 2 3 PSF 79 2 1 78 79 3 4 77 79 1 3 79 3 4 44.000 79 88 78 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 1 5 4 3 5 5 4 6 6 4 6 4 5 PSF 78 79 70 78 1 78 1 71 79 73 76 2 1 2 1 2 1 2 2 1 2 1 3 3 48.000 D,E,FA 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 5 4 6 b 4 8 8 6 6 PSF 71 78 83 71 78 84 74 88 77 88 68 63.126 [DE,F,1 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 KL 1 1 1 2 2 2 3 3 3 4 4 1 4 1 5 1 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE S. SASH HEIGHT SUBSTRATE. 12.778 15.776 18.776 21.778 24.778 27.778 30.778 31.108 ANCHOR TYPE. WINDOW 0 Np-8 1Np�-p�.Mj o O o Nb�-p� b O N$ 0 N$"$,.i `� '" 0 O U v �'8 �"�I C7 3 U [� $ O U $..r �1Qw$`-S`d y1 WIDTH 19.125 9 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 78 37.000 2 1 2 1 2 2 1 2 1 3 2 3 3 2 F3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 1 3 3 3 3 4 3 3 4 1 3 4 4 3 4 44.000 88 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 1 4 63 72 78 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 53.125 78 88 88 72 1 2 1 2 1 2 1 2 2 1 2 1 3 3 31 4 3 1 4 1 4 1 3 1 4 5 1 3 1 4 5 1 3 5 1 5 3 T5 o, o"Wo P ANCI T W. NgCOMIB, PL34278 W. P.0.8�[ 1B?8 ALUA NOXOAI�, FL94�74 1Rq/ & Better 8MM • ANCHORAGE NOTES: �. ATHbR TYPES: 1-114° ELCO TAPCONS • • • 2 -114" ELCO SS4 CRETE -FLEX • • 3 - #12 SCREWS •� �JVLIyfSR LOCATIONS ARE BASED ON THE FOLLOWIING '! DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -17112" MAX. FROM TOP CORNERS • • • 11 1/2" MAX. ABOVE THE MEETING RAIL • • (" MAX. BELOW MTG. RAIL ' • 16" MAX. FROM BOTTOM CORNERS SIIIL - ANCHORS NOT REQUIRED MERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 618" MIN. TO 38" MAX. 8 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Lei 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 IS AVAILABLE. ® TABLE 7. KEY: MAX PSF SDP LMTED)l 112 HEAD 2 JAMB ABOVE1 2 MTG. RAIL FU( EOVEf-41 JAMB A MTG. RAIL FmovwLl f 14.E ® TABLE 8. KEY. MAX PSF (DP LMTED) 112 JAMB BELOW 2 1X11111 MTG. RAIL " �ONV 1�: ��GFNSF FULL DP)58105 _ No, 58705 JAMB BELOWE0 * ~ MTG. RAIL -a •: C( (. (, a i LU ';�► ' . BTAT OF ; �2w: 0 FLOMID "14 SIONAL ,,, A. 6NIV`14(d.Li k P.E. FL P.E.# 68706 CUSTOM WIEW AITS 1 10 d 11 1 4040.20 1114 1 1/4" MAX. 3 I �-IN 1/4 SHIM a II(ld '.�.." �•v 1x BU PTIONAL WITH SOLID CONCRETE (SEE NOTE 4% BEL MEETN PH RP�IL. SEENOTEi1;3)® 1 @IulAu14190Vf RA i KSI MIN. CONCR 1.5 KSI MIN. CMU DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. SHIM I . --•WOOD FRAME ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1f4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13W. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) 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 8063-T6 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 TAPOONS 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. S. 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 FOC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008). D ANCHOR, :LOW MEETING® (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR )OD BUCK NOTE 4)® 131" DIA• MIN. I� I x 2 1/2" NAIL, AT CORNERS AND 6" O.C. •el/4•• ••• •151"DIA MIN. • MAX. • • • • • • • • x 21/2° NAIL, • •SHIM • • • • • • • • • CORNERS • • • • • • a 0 • DWO.C. DETAIL F, (HEl4fl) • • • • • • DETAIL E, (JAMB) THIS 8f8T • • • • • LO��Y p•� 1/4" ODD FRAME MAX SHIM 131" DIA. MIN. x2 1/2'NAIL, AT CORNERS ANDWO.C. I In I DETAIL G, (SILL) KIM; ..__.. _ _.�.._.._ .. __-.,......._ ftywo FL SW4 Vtrlb& Barran SHMO NTS 11 s 11 W' 4040 -W •0• 0 ; a • • ••t • 0 i • • • • :00 0* • •• •• • • ••• 0 0 WoFlodde ►nnl 4YNN y 14" .55705 a4 I A ' , kivrl 7, Flom &IONA ! O.E. A. LYiNN MILLO-int; P.E. FL P.E.# 68703 EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ® CONCRETE ANCHOR 3.36 KSI MIN. CONCRETE SEE NOTE 1 & 3)A 2x WOO BU C OOD ANCHOR ®(SE NOTE ) (SEE NOTE 2 & 3)A " 31WWMIN.,1/4'T NA ' . �� •9 3! " MIN.,1/4" C -FLEX OPTIONAL 1x ,. •' - 1 3<8" WOOD BUCK o ! MIN. (SEE NOTE 4 — —1 MAX. SHIM SHIM DETAIL A DETAIL 1114 1 1/4" MAX. 3 I �-IN 1/4 SHIM a II(ld '.�.." �•v 1x BU PTIONAL WITH SOLID CONCRETE (SEE NOTE 4% BEL MEETN PH RP�IL. SEENOTEi1;3)® 1 @IulAu14190Vf RA i KSI MIN. CONCR 1.5 KSI MIN. CMU DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. SHIM I . --•WOOD FRAME ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1f4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13W. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) 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 8063-T6 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 TAPOONS 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. S. 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 FOC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008). D ANCHOR, :LOW MEETING® (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR )OD BUCK NOTE 4)® 131" DIA• MIN. I� I x 2 1/2" NAIL, AT CORNERS AND 6" O.C. •el/4•• ••• •151"DIA MIN. • MAX. • • • • • • • • x 21/2° NAIL, • •SHIM • • • • • • • • • CORNERS • • • • • • a 0 • DWO.C. DETAIL F, (HEl4fl) • • • • • • DETAIL E, (JAMB) THIS 8f8T • • • • • LO��Y p•� 1/4" ODD FRAME MAX SHIM 131" DIA. MIN. x2 1/2'NAIL, AT CORNERS ANDWO.C. I In I DETAIL G, (SILL) KIM; ..__.. _ _.�.._.._ .. __-.,......._ ftywo FL SW4 Vtrlb& Barran SHMO NTS 11 s 11 W' 4040 -W •0• 0 ; a • • ••t • 0 i • • • • :00 0* • •• •• • • ••• 0 0 WoFlodde ►nnl 4YNN y 14" .55705 a4 I A ' , kivrl 7, Flom &IONA ! O.E. A. LYiNN MILLO-int; P.E. FL P.E.# 68703 MIAMI- MIAMI DADECOUNTY, FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 4►sv�v.rt►iatrmidar#e.�owtecortosnv PGT 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 ':ti within their jurisdiction. RER reserves the right to revoke this ac ce, if it is determined by Miami-- County Product Control Section that this product or material fails to meet the re uirements of the applicable but 'ng code. This product is approved as describ erein, an pias been designed to com ith the Florid Building Code, including the High V city Hurricane Zone. DESCRIPTION: Series °PW '7011720/ 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUME raving No. MD -720-820 1xed Window In 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 M' a Miami ---Dade County Product Control Section Renewal stamp with th - o Acceptance number a xptr ' n date by the Miami - Dade County Product Control S . . MISSILE IMPACT G: Large and Small Missile Impact Resistant LABELING: Each un shall bear a permanent l=ounty �tthe er's name or logo,• g�ty, state„ • • • • 0 modeUseries, and followings — aduct Control Apptgvect', unlgss otherwise .' noted herein. 000000 :0090. 00001. REVISION of this NOA shall be considered after a renewal application has beenilledsand there`has been.....: no change in the applicable building code negatively affecting the performance of thl'f At'oduct..*see . .... ..... TERMINATION of this NOA will occur after the expiration date or if there has b0Ir00g300 *.revision cu change, 0:0 0 0 in the materials, use, and/or manufacture of the product or process. Misuse of this.iA'as an lleisement• • • • • • of any product, for sales, advertising or any other purposes shall automatically terminatethis NOA. Failure to comply with any section of this NOA shall be cause for termination and removalbf NOA. ; ... ; . 00000: ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Eaftnty, Vlo ;i ft and.... followed by the expiration date may be displayed in advertising literature. If any portion of tj>E•NpA 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 Off cial. This NOA revises and renews NOA No. 114110.15 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Ga , . E. NOA No. 134502.03 Expiration Date: February 19, 2019 `' Approval Date: July18, 2013 Paan 1• 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 07/01113, 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. Chau, P. E. (Submitted under previous NOA No. 03-1105. 01) 8888.0 8888.. • C. CALCULATIONS 00 0 00 000060 1. Anchor verification calculations and structural analysis, camp�yijrg with ]rA(: 201 j, • 9 • prepared by manufacture, dated 04/29/13, signed and seale(t%.inthoAy 9L. Miller,• : 9 9 P. E. 80.00. 99 99 .. .0 8888. 2. Glazing complies with ASTM E1300-09 9 00 ' 8888:. 8888.. .. • . . . . 8888 . . D. QUALITY ASSURANCE 88 88.. 1. Miami -Dade Department of Regulatory and Economic ResouibuO(11lER). • • • • • 00 0 Jaime D. Gascoh, 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.134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg 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® 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 D395B 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. FTIr7212, 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. Gggggn, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 aad FTI -3850, dated • • ; • 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. 00 • (Submitted under previous NOA No. 03-1105.01) • •"" :00000 """ ...... •.•• 0000 • • G. OTHE RS000000 0.... ' ..... 1. Notice of Acceptance No.11-1110.15, issued to PGT Industries, foo theirSeriel "P'M4• : • • • 701 Aluminum Fixed Window L.M.I." approved on M2f't2 and 8wring of":' 02/19/14. """ • . . . . ...... Jaime D. Gascon, R-9. 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 TONE IHVH4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 39• IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MW&DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-112'• THICK ARE TO BE I L CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE .L OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. _ WOOD SUCKS DEPICTED AS 2X ARE 1 -lir THICK OR ,r MAX• GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE I+-- 8• MAX. O.C. STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS TYP. EQUAL -LEG FRAME THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR _ ARCHITECT OF RECORD, (AOR} 6) ANCHOR EMBEDMENT TO BASE MATERIA. SHALL BE - BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF C7 SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ota0 ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION z ANCHORS SHOULD BE SEALED. OVERALL O SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 8• INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, THE SCOPE OF THESE INSTRUCTIONS. 6) MAX 1/4' 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, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAWCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13W-W. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3838, 3880 8 7212: ELCO ULTRACON NOA: ELOO CRETEFLEX NOA: ANSIAFBPA NDS FOR WOOD CONSTRUCTION - (2006) AND ADM ALUMINUM DESIGN MANUAL. (2008), 10) THE 720 SERIES USES A PVB INTERLAYER, THE SW SERIES USES AN SO INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES 48' T8' -TO -TIP WIDTH - 4r BUCK WIDTH -; 441/4'Vl81BLE y LIGHT WIDTH �n nuccr a ` I DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE 8 SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 48' BUCK WIDTH 48' BUCK WIDTH 461/4` VISIBLE L 48-1/4' VISIBLE LIGHT WIDTH LIGHT WIDTH 6' MAX F. SHEET 8 r' W MAX • 3HEETF�_F=H.SHEET 9 I w C C E,SHEET 8 I E,SHEET8 RB BUCK SHEET? HETI wO,SHEET9 G. HEET9 HEIGHT I BUCK (------- HEIGHT 92 -IW 1 T--- -- 93,14' Vt -114* VISIBLE 1r MAX, i9SIBL 8' I / LIGHT LIGHT O.C. /! VISIBLE MAX 1 HEIGHT HEIGHT9B' I / LIGHT O.G. I / HEIGHT 98' TB' -TO I I I BUCK TIP HEIGHT 11 1 I 2 I Bfes- 1r MAX O.C. MAXSHEET -D -+i Imo' 1r MAX O.C. 2' MAX J I -� H. StHHEE 9 SHEET 8 7 O .y I+-- 8• MAX. O.C. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES._.....___ 1 ELEVATIONS.. ......... ....».......... 1 GLAZING DETAILS__— 2-8 DESIGN PRESSURES .... »... -... 2-6 INSTALLATION, FLANGE ..........» 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B..».......9 CORNER ASSEMBLY..».».»....».» 10 EXTRUSION PROFILES.».»»......»10 PARTS LIST.»......»»...»_..»....»_.10 FIGURE 1: 1A tr O.C. MAX i ,roc. jMAX� -�--..L S' MAX. V or • • • • ••• • • • • • • • • • • • • • •• •• • 0 • •• •• SHAPES AS SHOWN BELOW OR SIMILAR. MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SITE FROM THE TABLES ON SHEETS 2 -6 - ANCHOR SPACING TO BE 8' MAX. FROM CORNERS AND 12'O.C. MAX FOR ALL CURVED FRAME MEMBERS• SEE FIGURE 1, THIS SHEET. f+--WIDTH---=i I+-- WIDTH —I I••.—WIDTH WIDTH --I �r --- -- — -1 Tr , IL_ __jTI-- --1 1 I I I I IL— —J f � I1I � I 1 i i i WIDTH WIDTH =i �' W --I F-- WIDTH -�I )4- WIDTH Tr-- --� ---� Ti - TI 1 i IL iL— J I►--yVmTH=1 �- WIDTH +I I-- WIDTH �I N- WIDTH _HT�-- Ti --- Ti - i T�--- 1 1 `�%J%I n111//// S�NLYNN Off jY • No, 68705 XN t2 2 o a o N ~ N e7g0 to O .y N � � m o d z to xw m ZW O C7 ota0 _ c> Op z p O .-z az 0 j � o r N LU 2 otf )"Us OZ z FP z Ill '�80 8�5 `�%J%I n111//// S�NLYNN Off jY • No, 68705 XN TABLE 2: PVB USEDDCURVED FRAME ME ONLY @11-, 11-7 O.C. MAX GLASS SITE NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1 -FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP 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. TABLE 3: �efldtagCode �`r(�'} AceNo /� Window Design Pressure (+F, psf)forGlass Type 1 INTERLAYER Long Side (in) LONfl 518' SDE GLASS SITE -jff-7W 72 78 80 1 64 88 92 go 100 194 1 109.112 SIDE 30 14m +150 +/50 +1.90 +/.80 +150 +1.80 +150 +150 +140 +150 32 +150 +150 +150 +150 +140 +150 +fSD +150 +1-80 +150 +150 34 +/50 +1-80 +/50 +1-80 +150 +1.80 11.80 +1.80 +159 +/-79.8 +1.79.4 36 0 +150 +/50 +150 +/50 +150 +1.79.7 +/-7Z2 +/_75.1 N-73.4 +/-722 38 +.80 +150 +150 +150 +/50 +/•781 +1.75.2 +1-725 +170.3 +/58.5 +158.3 40 + .+/50 +/50 +/-79.8 +1.77.2 +1-74.3 +1-71.3 +/$7.9 +/-651 +f 53.4 +/.81.8 42 +1-80 +/50 +150 +1-77.4 +1.74.3 +/_71.3 +/-68.2 +101.7 +/-6t6 +159.8 +158.2 44 +1.80 4-80 71-78.9 -+l-C4- +/-72. +/-.9 +/.85.6 +1522 +159.7 +/57.5 46 +/50 +150 +1.77.2 +1.73.8 +/70.1 +1.58.8 +/$3.5 +f-60.3 +157.7 a 48 +/•80 +1-79.3 +1-75.8 +/.71.9 +1583 +we +/51.5 +/58.2 50 +150 +1.77.5 +1.741 +1.70.3 +/587 0-03.1 +/59.7 52 +/-79.1 +1.75.5 +1.724 +158.8 +/581 +151.5 (0 54 +/-77.4 773.5 +1-70.5 + .8). + 53. 56 +1-75.8 +1-72 +1.68.8 +1-65.3 58 +1.742 +/.70.3 +/-88.8 60 +/-727 +l 7 H$5 • • • • • • 1 • • 62 +1-71.2 +wA • • • • • • • 64 4-80.7 055.5 • 88 +f-88.3 87.7/8 457 1 1 1 1• • PVB USEDDCURVED FRAME ME ONLY @11-, 11-7 O.C. MAX GLASS SITE NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1 -FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP 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. TABLE 3: I �- LONG SIDE _ SHORT SIDE �- LONG SDE -►-� T - SHORT SIDE �// J - TABLE DIMENSK)NS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16'NOM.�� 7t16'LAMWATED flLA93 STACK GLASS STACK 3118' TEMPERED GLASS' ( STRENGTHENED GLASS SLIDE / O / / USED AT CURVED FRAME MEMBERS ONLY © .�.�. n (. EXTERIOR NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP -TO -TIP DIMISION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WNDOWB, FIND THE SMALLEST WINDOW SIDE IN TogVSLE ABO)(E•W64 N THE OV%WIMEWIONS COMPLETELY FIT WITHIN. •• • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • ••• • • • ••• • • GLASS TYPE 3 - 3('16• ANNEALED GLASS �efldtagCode �`r(�'} AceNo /� Window Design Pressure (+N, psf)forGiass Type 3 INTERLAYER Ling Side (In) LONfl 518' SDE GLASS SITE 67-718 72 78 so 84 86 92 as 100 104 109.112 SIDE 30 +150 +150 +150 +150 +150 0$11 +150 +1.80 +150 +150 +1.80 32 +/50 450 050 +/50 +180 r/.80 +150 +1.80 +/.80 0.80 +I so 34 +150 +150 +150 +150 +150 +/50 +/50 + 50 450 0-60 +/50 36 +I50 050 +7j59 +.s0 +/50 +1.60 +/$0 +150 +150 +150 +1.60 38 4480 +150 +150 +150 +150 050 +150 +150 +l• .4 +878.4 +144.3 40 +/.80 +150 +150 +150 +150 +1•80 +150 +1-787 +1-73.5 +1-70.9 +1-69 42 +7150 050 +/50 +150 +1 +150 +1.77 +1-731 +159.0 0.68.9 +f -M.2 44 +150 0.80E+/-7&5 +150 +180 +/-77.8 +1-74.1 +/.70.3 +1-67.5 +153.9 48 +150 +/50 +150 N-79.2 +1-784 +171.7 4.88.1 486.1 a 48 +/.80 +!$0 +71$0 +1.77.2 x/_733 +1$9.5 +/.85.8 50 +1-80 +1.80 +l•79.4 +1•75.3 +1-71.3 +/.87.5 52 +/.� +1.80 +1.77.7 +l- .5 0$95 54 .p +/50 +1.78 +/-71.8 58 +1.80 -;F- 0 +1.73.8 58 +150 -1-79.4 60 +1-80 +1.77.8 • • • • • • 1 • • 02 +1� +/•75.8 • • • • • • • +/_- 4-74 • 88 +1-77.2 87-7i8 +/74.9 1 1 1 1• • I �- LONG SIDE _ SHORT SIDE �- LONG SDE -►-� T - SHORT SIDE �// J - TABLE DIMENSK)NS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16'NOM.�� 7t16'LAMWATED flLA93 STACK GLASS STACK 3118' TEMPERED GLASS' ( STRENGTHENED GLASS SLIDE / O / / USED AT CURVED FRAME MEMBERS ONLY © .�.�. n (. EXTERIOR NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP -TO -TIP DIMISION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WNDOWB, FIND THE SMALLEST WINDOW SIDE IN TogVSLE ABO)(E•W64 N THE OV%WIMEWIONS COMPLETELY FIT WITHIN. •• • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • ••• • • • ••• • • GLASS TYPE 3 - 3('16• ANNEALED GLASS �efldtagCode �`r(�'} AceNo /� 090' PV13 INTERLAYER LONfl 518' SDE GLASS SITE 13 SHORT SIDE �wId,�morlde �efldtagCode �`r(�'} AceNo /� MlmeiDade Cottro N M a Q) U) o a 0y P v •r•a Q C9 N Q Z¢ U"uJi �a VWU XN O 1-' Z Q r Iu m ci �z az F � o N V7 145 ® Z SZ 0. S Z nN LL o a n� e191 yse0 seUeg 11111/11// ``,% o. LYNN .. ze. or '' No. 50705 STA F '�"I", ��NAL E;, NOTES'. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT P FROM THE T8' -TO -71P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/10' NOM. TABLE DIMENSIONS MAY BE 7/16' LAMINATED GLASS STACK7/16' ORIENTED VERTICALLY OR GLASS STACK GLASS TACK HORIZONTALLY AS SHOWN. LONG STACK .090' PVB INTERLAYER 3/16' TEMPERED GLASS 3118• HEAT STRENGTHENED GV+93 SIDE 3118' HEAT 3118' HEAT STRENGTHENED GLASS �- LONG SIDE 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18• AIR SPACE .090• PVB INTERLAYER T - w 4 11 11 SHORT USED AT CURVED 5 SIDE � SHORT FRAME MEMBERS ONLY USED AT CURVED a 11-7f8.O.C. MAX � 818' FRAME MEMBERS ONLY 29 SS L SIDE GLASS SITE (c� 11-Tf8' O.C. MAX. flLA33 BRE 1-3 1-3 EXTERIOR EXTERIOR f •�+- LONG SIDE �{ �t ' 20 13 --�TF 22 21 13 GLASS TYPE 2 GLASS TYPE 4 SST LONG • • • • • • • • • • • • SIDE Y� SIDE • •• • • • • ••• • •• ••• •• • • • •• SHORT SIDE •• • • • • • • • • • • • •• • • • • •• • • ••• • • • • ••• • • Window Design Pressure (+/.. psf) for Glass Types 2 & 4 co 0g! ? YbOa O z W F -W z p n� Oyz • • • Lora de (n) • • • • • • • •• •• 87-7/8 1 72 76 80 84 88 92 98 10D 104 1 109-112 112 118 120 124 129 132 130 140 144 30 0-00 +1-80 +/.80 +/-00 +/.80 +/-80 +1.80 +/-80 +/-00 +/-00 +1.80 715 4-00 +1.80 +/-8wD +1.80 +1.80 +1.80 t1 ;1.80 32 +/.80 +1-811 +1.80 0.80 t1.80 +1-90 +140 +140 0-00 +1.80 +1.80 +1•80 +1.80 +/-00 +/-80 +1 -SD +/.8D +/40 +1-80 34 +140 +1.80 r/-80 +/.80 +/-00 +1-80 4-80 0-00 +140 r/.80 +140 +I +/.Bfl +1.80 +/-BO +m +/-80 38 4.80 +/-w +/-60 41-W +/-BO +1.80 +140 +/.80 +/$0 +1.80 +/-00 +1.80 +I -8D 41.80 +1811 +1-80 38 41.80 4.90 +1.80 tl-00 d-80 +/.� +140 +/-00 +/$D +140 +140 rf40 +140 •140 40 4140 440 0-80 4180 . +140 41-80 +140 +1.80 +/.80 040 +140 +/-00 +140 +140 040 4140 440 +140 440 +1.80 +1 ;/40 +f40 44 +140 4.60 r/40 I +140 0.80 +140 +140 +f40 440 +140 48 +/-00 0-00 040 480 +140 + +1-00 41-00 +140 48 +/40 080 0.80 +140 +140 +1.80 +140 +1.80 03 60 +1.80 4.80 4.80 +140 +RBI +/-60 040 +/-00 780 040 040 +1.80 11-79.1 64 +/.80 +/-80 440 +140 +1.78.8 66 4/-80 +1-60 +1.80 +/-79.1 58 +140 +I.80 +140 80 +/-0D +I.80 +1-79.3 +1.80 64 +140 4/40 � 440 87-7/8 +140 NOTES'. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT P FROM THE T8' -TO -71P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/10' NOM. TABLE DIMENSIONS MAY BE 7/16' LAMINATED GLASS STACK7/16' ORIENTED VERTICALLY OR GLASS STACK GLASS TACK HORIZONTALLY AS SHOWN. LONG STACK .090' PVB INTERLAYER 3/16' TEMPERED GLASS 3118• HEAT STRENGTHENED GV+93 SIDE 3118' HEAT 3118' HEAT STRENGTHENED GLASS �- LONG SIDE 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18• AIR SPACE .090• PVB INTERLAYER T - w 4 11 11 SHORT USED AT CURVED 5 SIDE � SHORT FRAME MEMBERS ONLY USED AT CURVED a 11-7f8.O.C. MAX � 818' FRAME MEMBERS ONLY 29 SS L SIDE GLASS SITE (c� 11-Tf8' O.C. MAX. flLA33 BRE 1-3 1-3 EXTERIOR EXTERIOR f •�+- LONG SIDE �{ �t ' 20 13 --�TF 22 21 13 GLASS TYPE 2 GLASS TYPE 4 SST LONG • • • • • • • • • • • • SIDE Y� SIDE • •• • • • • ••• • •• ••• •• • • • •• SHORT SIDE •• • • • • • • • • • • • •• • • • • •• • • ••• • • • • ••• • • C9 C4 O co 0g! ? YbOa O z W F -W z p n� Oyz • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,(LS.YNN �•��` N�caNst; '' :FSP �'. • No. 5B705 ' Luz - A. LYNN MILLER, P.E. P.E.068708 N aln0 O C9 C4 O co 0g! ? YbOa O z W F -W z p n� Oyz �zaz� O y o g o F- M ® N W 1aay5 Z z e LLO z S z z o ii a erllL •�D �� ,(LS.YNN �•��` N�caNst; '' :FSP �'. • No. 5B705 ' Luz - A. LYNN MILLER, P.E. P.E.068708 TABLE 5: 7/18' LAMINATED 1� GLASS STACK I 3118' ANNEALED GLASS 311(' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 60 ®11-718° O.C. MAX. GLASS BrrE h.-- LONG SIDE 1.9 T - EXTERIOR SHORT 2p 13 SIDE GLASS TYPE 5 NOTES'. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST W1NDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 8: N Window Design Pressure (+/-, psf)for©lass Type 5 wawa d = 16j fn W0 W l0 O C7 0114stda ) Law Side M) ti p� OZ Z m O dZ .. 07-118 67-7/8 72 78 80 84 Be 92 98 100 104 109.112 +901-130 30 +M-125.4 +901.12A +9-.115.5 +98'•111.5 +901-108.6 +W-108 +901-1045 +901-103.5 +90'-1025 +901.100.7 +9437.9 +901117 +9W-1188 .0-11271+W.109.9 2 + -118.9 +901.110. + -1 3 +9N-101.6 +901.987 +10/-96.7 +9W 2.3 +901.90.6 +90J-90.3 +1.89.9 +!•89 +9W-111.7 +10-107.5 +9-.03.8 +901-99.7 34 +9W-108.9 +9--103 +901-988 +98'-96.1 +901-91.8 +188.2 +/-84.4 .191.5 +180.1 +t-79.8 +1-79.4 +1923 38 +901.102.6 +901.97.1 +9W.928 +1.88.9 +/-85.5 +/928 +I-79.7 +/-77.2 +/-75.1 +1-73.4 +1-72.2 38 + .98.4 +967-922 +1.88.7 +193.2 +1.80.7 +1-70.1 +1.75.2 +1-725 + - 0. +/ .5 +198.3 42 40 +901-93.6 +1982 +182.6 +1-79.8 +177.2 +1443 +1.71.3 +/•87.9 +1951 «1-03.4 +141.6 +9d-93.1 42 r9--91.3 +196.7 +1987 +177.4 +174.3 +/•71.3 + 98.2 + .7 USES +1.59.8 +1.58.2 097.2 44 +/983 +l-824 +/-78.9 +1-75.4 +1721 +1.889 +1-86.8 x/-822 +/59.7 +1.57.5 0954 +191.2 + - .2 48 +1954 +1.80.8 +1.772 +1.73.6 +1-70.1 046.6 +1.83.5 +190.3 +157.7 +1937 +/-79.4 +/-75.3 +1.71.3 48 War +l. .3 +T-7-56 +/771.9 +148.3 +1449 +141.5 +1-58.2 +1.61.8 +1-71.7 +1-735 +/-%5 50 090.9 +1-77.5 +1.74.1 +/-70.3 +1488.7 Q-011 +149.7 +/-79.6 0-78 +171.8 52 +/-79.1 0.75.8 +1.724 Was +145.1 +141.5 +1-77.5 0-73.8 64 +1.71.4 +/-73.8 +1-70.5 +147.3 +1-83.5 +/-754 50 +1.7&8 +1-72 048.8 +/.85.3 ,1735 58 +/-74.2 0.70.3 +146.8 1• • • 60 +1.727 . +1.68.7 +/95 1• • • • • • 66 62 +/•71.2 047.1 • • • • • 67.718 +1-74.9 84 +149.7 +1.86.5 68 +1483 87-7/8 1 +197 7/18' LAMINATED 1� GLASS STACK I 3118' ANNEALED GLASS 311(' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 60 ®11-718° O.C. MAX. GLASS BrrE h.-- LONG SIDE 1.9 T - EXTERIOR SHORT 2p 13 SIDE GLASS TYPE 5 NOTES'. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST W1NDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 8: �-�-- LONG SIDE -� SHORT d/ SIDE TABLE DIMENSIONS MAY 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM. GLASS STACK 7118' LAMINATED GLASS STACK SHORT 3MW TEMPERED GLASS 3/18' ANNEALED GLASS SIDE 3118' ANNEALED GLASS 711W AIR SPACE .090` SG INTERLAYER 11 5 G LONG USED AT CURVED, �/ SIDE FRAME MEMBERS ONLY, NLY 20 GAS BITE ®11-778' O.C. MAX 1-3 FMERIQ a 22 21 13 - 4SI SHORT I,- DE GLASS TYPE 7 1) NOTES: DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION - 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVEI g MENJIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG VANDOW940 NMgj9E WITH Fs11311 NES JIIND • • • • •• • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• a 0 N Window Design Pressure(+h, psf) forClass Type 7 wawa d = 16j fn W0 W l0 O C7 0114stda ) 'oN ahta ti p� OZ Z m O dZ .. 07-118 72 76 00 84 Be 92 96 100 104 1109•U2 30 +901-130 +9W430 +901430 +9W-126 +96/.122.6 +9W-119.8 +901-1191 +901117 +9W-1188 .0-11271+W.109.9 a.a Z 32 ;9-.130 +9D.1251 +9W.118.9 +90.114.8 + . 11.5 +9W-108.1 +9-.104.3 +991.1024 +9W-162 +81.101.4 +Wt99.7 34 +0.123.1 +x'•116.4 +9W-111.7 +10-107.5 +9-.03.8 +901-99.7 +9-95.3 +9-.921 +90f-96.5 +1.99 +199.6 3B -+V.-116 +0409.8 +9W104.8 +W.100.5 +9W-9&6 +901-93.3 +1.96 +1.87.3 +194.9 +1923 +191. 38 +W-111.2 +9W-1042 +8W-97.9 +901 +9DI 11.1 + 2 ;1.84.9 0.81.9 +/.79.4 +l- 4 +1.74.3 40 +W.108.9 +90'486 +9W914 + -90.1 +1972 +194 +190.5 +1-78.7 +173.5 +/-70.9 +149 42 ;901-103.2 +8W4Vx7 •91.2 +1.87.4 +/94 098 +/.77 +1-731 +1.69.8 +196.9 +/-&5.2 44 +8--99.7 +9d-93.1 +1981 +195.2 +191.4 +1778 +1-74.1 +/-70.3 +/47.5 +/-039 46 +1.95.5 +401.91.3 097.2 +141.2 +1-79.2 +/-754 +1-71.7 +/481 +145.1 48 +9-43.5 ;1.0 6 0954 +191.2 + - .2 d-733 +1485 0$5.8 50+901.91.4 +187.8 +1937 +/-79.4 +/-75.3 +1.71.3 +147.5 52 +1984 +195.5 +1.61.8 +1-71.7 +1-735 +/-%5 54 +197.5 +193.4 +/-79.6 0-78 +171.8 56 +1.856 +1-01.4 +1-77.5 0-73.8 58 ;1938 +1-79.4 +/-754 60 +1921 +7776 ,1735 62 1 +190.4 1 +1.75.8 1• • • 64+1.7&8 +1-74 1 1• • • • • • 66 +1-772 • • • • • 67.718 +1-74.9 �-�-- LONG SIDE -� SHORT d/ SIDE TABLE DIMENSIONS MAY 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM. GLASS STACK 7118' LAMINATED GLASS STACK SHORT 3MW TEMPERED GLASS 3/18' ANNEALED GLASS SIDE 3118' ANNEALED GLASS 711W AIR SPACE .090` SG INTERLAYER 11 5 G LONG USED AT CURVED, �/ SIDE FRAME MEMBERS ONLY, NLY 20 GAS BITE ®11-778' O.C. MAX 1-3 FMERIQ a 22 21 13 - 4SI SHORT I,- DE GLASS TYPE 7 1) NOTES: DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION - 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVEI g MENJIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG VANDOW940 NMgj9E WITH Fs11311 NES JIIND • • • • •• • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• a 0 N ZIL wawa d = 16j fn W0 W l0 O C7 'oN ahta ti p� OZ Z m O dZ .. to m LL a T Q F- ® OZ a z a.a Z as LL Q 0181. 'a+eD �a5 LYNN ' No.58�705 OL 0 •STgTE bI 0•!C/�� ///1111111�� A. LYNN MILLER P.E. P.E.#88705 inm.e r• • • • • ••• • • Window Design Pressure (+1-, psQ for Glass Types 6 & 8 O ;gtai W � R Z � � co z a0 Long Side (1n) • • • • 677/8 1 72 78 80 84 88 92 98 100 1 104 1 109.112 112 1 116 120 124 1 128 132 130 140 1 144 •• 30 32 +901-13D +9W-130 +M-130 +90!-130 •1 + +901-130 -901-130 +907-130 +901-1 +10-130 +901.130 +80/.130 -130 + 30 +901.130 79..!30 +9.•130 49- -1 +9W-130 +901-130 +W430 +x/.130 +901-13D +901.130 4901-130 +90).1 +90!•130 +901-13D +91.1 +901.130 +901-130 +901-130 +901-130 +90t-130 +901-130 +90!•130 +90/•130 +9D/-139 +801-130 +gOt-130 Z_Itp 34 + 90%130 +90!-130 +90!.130 +9W-130 +9-130 +9N -13D +901-130 +901.130 +901.130 +901-130 +9W-130 +9W.130 +90/•130 +901-130 +901.1 +901-130 +901.1 so BIu 38 TW ---130 +901-130 -TW .13D +9W.130 +91-130 ;9W 3D +0.130 +901-130 T=1 +901-130 +901.130 -+9-W-1-30 +90i-130 +901.130 ;901.130 +901.130 38 79-.13D +901-13D +9W-130 +901.130 +9W -13D +9.-130 +901.130 +801-130 + 901-130 +901-130 +9W-130 +9.130 +901.1.2 +0-12.3 40 +901-130 +801.130 +901.130 ;901.130 ;9-.130 +901-130 + .130 +901.130 +901-130 + -128.8 +901-123.2 +9/-172 42 ;9--130 +901.130 +90/-130 +9W13D +9W130 +901-130 +901-130 +9W.129.3 +W.123.2 +90'-119.7 +901-116.4 44 +901.130 +9.130 +9/-13D +901.130 +901-130 -+W130 +9.130 +W-124.5 +9'-119.4 +9W415 6 +901.130 +901-130 1 +9W-130 1 +9W-130 +901-130 +9W-130 +W-128.9 +9a'-120.5 +9W-115.3 48 +901-130 ;901.130 +9W-130 +9W-130 +9W-130 I +9--129.7 7901-123 +901-116.5 'O +gW-13D +8-130 +9W-130 +!•1-130 +9.130 I +gW-128.2 +89.41.119. R 52 +9-130 +9.130 +901-130 +9W130 +901.130 +88.81-123 f5 54 +901.130 ;9-.130 +9W.130 +W.130 +88.81-127.1 56 ;9W-130 a9W130 +901-130 +89.41-129 58 +901-130 +9--130 49.130 00 +9--13D +9.13D +89.01.129. 62 +901-13D +9.130 88 +901-130 67-7 +901.130 ON TES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP TO -TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND Yy 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 FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 1-1118' NOM. 7/18' LAMINATED 1GLASS STACK 7118' LAMINATED GLASSSTACK t ' GLASS STACK 311WHEAT STRENGTHENED GLASS 3118' HEATi� 090` SG INTERLAYER 3/18" TEMPERED GLASS 3/18• HEAT STRENGTHENED GLASS _ 3118• HEAT STRENGTHENED GLASS - STRENGTHENED GLASS 7/1S' AIR SPACE .0W SG INTERLAYER 4 *,1USED AT CURVED FRAME MEMBERS ONLY USED AT CURVED fiv @ 11-7AT' O.C. MAXA i SITE FRAME MEMBERS ONLY 28 GLASS BITE (� 11-7/8" O.C. MAX13 13EXTERIOR EXTERIO21 13 •• ••• • • • GLASS TYPE 6 ` a•• i i i i i i GLASS TYPE 8 • •• • • • • ••• • • ••• •• • ••• • • •• • • • • •• • • ••• • • • • ••• • • r O ;gtai W � R Z � � co z a0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE SHORT SIDE SHR I SIDE f - LONG SIDE -► j SHORT SIDE w 0 1 LONG 310E d SHORT SIDE ` No.58705 *' U � C` 7 t /3 , • tu; ST ' � s 1 11,1111110"NA A. LYNNMILLER, P.E. o e e nates o a r O ;gtai W � R Z � � co z a0 OY Z o Z 0. Z 0 g 0N W LL O F ® Z K iea4S Z_Itp O 3r Z pq `Y 0 BIu •�0 segs ` No.58705 *' U � C` 7 t /3 , • tu; ST ' � s 1 11,1111110"NA A. LYNNMILLER, P.E. o e e nates EDGE DISTANCE INSTALLATION TYPE A 4 WINDOW EXTERIOR BUCK a HEIGHT I WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.314' EMBEDMENT....:.. ;• ; �+ ,. .LATI EDGE y DISTANCE TYPE B 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT sabsw Min. Edge Min. Embedment Max O.C. EDGE MAX K + DISTANCEIw t SHIM SX WOOD SUCKSTRIP, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, Alumin 800370 min. SEE TABLE 8, THIS SHEET 0.003• 'Ir USED AT CURVED FRAME MEMBERS ONLY ' 11-71W O.C. MAX. CONCRETEICMU REQIdIRBMEtff • • �•, • • • • • PER ANCHOR 319' REQUIREMENT 114• MAX. SHI j 412 STEEL SELF-DRtLUNG SMS ((M SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING INSTALLATION TYPE C — EMBEDMENT 11C MAX SHIM EI/ ( EXTERIOR MWM I-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8.THIS SHEET INSTALLATION TYPE B 1X WOOD BUCI SEE NOTE 2, THIS TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET I VISIBLE LIGHT' WIDTH - WINDOW BUCK WIDTH - 2-314' — WINDOW BUCK WIDTH — TIP TO -TIP WINDOW WIDTH HORIZONTAL SECTION A A EMBEDMENT EDGE DISTANCE PRODUCTRBNBWBD as oomylying wtlh the Fl A= aNRJ ml CONCRETEICMU PERANCHOR REQUIREMENT - o sabsw Min. Edge Min. Embedment Max O.C. ® Diaterme 5 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SX WOOD SUCKSTRIP, at Pore (sG-ass)911w i -3w 412 or 414 410 88 So rew Alumin 800370 min. aNM�CC 0.003• 'Ir z A38 Steal 31s' 0.083` • 12' REQIdIRBMEtff • • �•, • • • • • Steel Std,Gr. 33 W. 319' 0.040' 1 Ge • IT 2. WOOD SUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r.1X WOOD BUCKS ARE P.T. Southam Plne (88-0.08) 8118' 1919' 12' 412 a 414 Keel Sorew (GB) Aluminum, 6063T0 min. 318' 0.083' • 1T A38 Steel 318' 0.083• • 12' Sleet Bud, Or. 33 min. 31W 0.040' is Ge • 12' Ungreuted CMU, (ASTM C90 2-W 1-114' 12' V4' 418 88 -.Flex Conorete (min. 3.36 ke0 I. 1374' 12• Concrete (adn. 2.80 k0. I. 1374' 12' 174' Steal UIV7 Concrete (-tin' 2.88 ke0 2-112' I -w 12• Ungmuted MU, (ASTM 041D) 2-V2' 1-114' 1Y Grouted CMU ASTM C4t0 2-112' 1-314' 12' ConorMe (mGt. 3.0 keq 1-V4' 1374' 12` Grouted CMU ASTM C90 2-112' 1-314' 12' �1/4• MAX SHIM • 0 O g N Z O stta o m >Bau ® 5 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SX WOOD SUCKSTRIP, SEE NOTE Y, THIS SHEET Ztu aNM�CC z •_ • ' .. AyggOP* • • • • 00: 84eTALLATION NOTES: �— REQIdIRBMEtff • • �•, • • • • • • • • • 11.44E 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 1-11r.1X WOOD BUCKS ARE TYP. ANCH E, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS' W ARE 1-Vr THICK OR GREATER. e AND&W DIST a m • • • 4NSTAMATtON TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • SUBSTOATE,SEE• LE8IWHI.SHEET • JUR♦DI—'ION. VERTICAL SECTION B—D_. • • • • • • • •i. !ACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE V61NDOW FRAME. • • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • acs Xm F" IZu 03 O ^> 00 �z dz .. 0 O g N Z O stta o m >Bau ® 5 Ztu aNM�CC z LL Zh0 � 0.E LYNN 4fl N0.58705 7 1�d 3 ;� STA E F PLO ssi 0NAG A. LYNN MILLER P.E. EDGE DISTANCE INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 231a 2X WOOD BUCKSTRIP OR FRAMING• SEE NOTE 2, THIS SHEET INSTALLATION TYPE G INSTALLATION TYPE F HORIZONTAL SECTION C -C 1/4' MAX. SHIM �••� 9128 TEEL SELF-DRILUNO SMS (G5), SEE TABLE 9, THIS SHEET TABLE 9. INSTALLATION TYPE H P1EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,T'HIS SHEET �1/4' MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 4 THIS SHEET EMBEDMENT EDGE DISTANCE s 1 CONCRETEJCMU PER ANCHOR REQUIREMENT Anchor 8ubatrete IDistance Min. Edge Min. Embedment Spacing* 1X WOODSUCI P.T. 8oulhem Pine (go-OXM 011ir1319' EMBEDMENT SEE NOTE 2, THIS � Alumsum 008375 min. 319' 0.083' ' lieMAX ISHIM TYP•ANCHOR TYPE. EMBEDMENT AND SHIM A36 Steel 319' 0.083•' EMBEDMENT EDGE .L . -. .a �. ,, ,� tY EDGE DISTANCE PER SUBSTRATE, g SEE TABLE 9, THIS SHEET P.T. Sougrem Pin ($0-0.55) DISTANCE .. . I -w IT AlumOmm. 6083.76 min. 318' 0.0w. 39 Steel 318• 0.083" 114"MAX 2 SHIM f 1r 114' 410 es CreteFlex 2 TYP. ANCHOR TYPE. 1.11 1Y Concrete (min. 3.35 kap 1' 1-w 1Y 114' Steal Ultmoon Corrorele (min. 2.88 keQ I. 1314' 12' Cemrete 0.1 ON 2-ur 1319' —EMBEDMENT AND EDGE ,;••'t•'` DISTANCE PER SUBSTRATE, 12' Grouted CMU TMG 2-112• 1314' t 1 6118' Steal Ulreoon SEE TABLE 9, THIS SHEET 1-114' 13/4' EXTERIOR Grouted CMU ASTM C-90 2-112, 1314' USED AT CURVED _ Y 4 I 1 _ V 1� 17ffMEMBERS MA(, 61S R C MU VISIBLE LIGHT WIDTH= I WINDOW BUCK WIDTH . 2.314' PER ANCHOR REQUIREMENT WllNDOW BUCK WIDTH HORIZONTAL SECTION C -C 1/4' MAX. SHIM �••� 9128 TEEL SELF-DRILUNO SMS (G5), SEE TABLE 9, THIS SHEET TABLE 9. INSTALLATION TYPE H P1EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,T'HIS SHEET �1/4' MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 4 THIS SHEET EMBEDMENT EDGE DISTANCE s 1 CONCRETEJCMU PER ANCHOR REQUIREMENT Anchor 8ubatrete IDistance Min. Edge Min. Embedment Spacing* 912 or 914 410 SS Screw P.T. 8oulhem Pine (go-OXM 011ir1319' Alumsum 008375 min. 319' 0.083' ' Ir A36 Steel 319' 0.083•' tY Steel 814 Gr. 33 min. SO' 0.0417 18 Ga • tY 912 or 914 Steel Screw (G9) P.T. Sougrem Pin ($0-0.55) 9118' I -w IT AlumOmm. 6083.76 min. 318' 0.0w. 39 Steel 318• 0.083" tY 12, 8tee18 Gr.33ms. 315• 0.007 (1$ Go)* 1r 114' 410 es CreteFlex Ungmuted U, STM 090 a -11r 1.11 1Y Concrete (min. 3.35 kap 1' 1-w 1Y 114' Steal Ultmoon Corrorele (min. 2.88 keQ I. 1314' 12' Cemrete 0.1 ON 2-ur 1319' 12' Ungrouted CMU, ) 2.11r 1.114' 12' Grouted CMU TMG 2-112• 1314' tr 6118' Steal Ulreoon Cores in. 3.8 keg 1-114' 13/4' 1r Grouted CMU ASTM C-90 2-112, 1314' 12- * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • • • • • •• .. • •'a' : CONCRETE PER •�- ��It EMBEDMENT • •i . ANCHOR • • • • Lty4�AiLATiO40Th • • • y �q. ' ' - • y REQUIREMENT • • • • • • • • • q•. ' • •" • • • • • 1. U890NI.WhICHORMSTES ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION II EDGE 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2•.1X WOOD SUCKS ARE E TYPE F f'�` p q E TYP• ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -w ARE m r THICK OR GREATER. AND EDGE DISTANCE PEI • INS TT11QQ�(JJ TO THE S"TRAT%OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABIC $,=1,115 814T J S ICTjDN• • • • VERTICAL SECTION D -D • • • • • • • • • 3iOR7AT'NICHMEIQ TO METALfi'HE•STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 00 • • • • 4. IPAPPUC&LE, LOWERfDESIGN�RESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rc N C m a m a 10:•tea t o r ON N m $ aP O 3 p� JA W LL LL f0 W W � r �Z mO C9 Blau o y �z z n0O o a Z p O n F N teaas ® Z 0� in Z W LL UOI elttl 'cseq ono$ co LYNN *' No. 58705' 7 1 1 tu; STAT O '•�[/ oi .,•.RtoR�OP.•�� s A. LYNN MILLER P.& P.E969705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, 2X WOOD BUCKSTRiP EMBEDMENT AND EDGE ---moi EMBEDMENT OR FRAMING, SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2, THIS SHEET TYPE J TYPE K SEE TABLE 10, THIS SHEET EDGE INSTALLATION DISTANCE DISTANCE i _ SH MAX EDGE DISTANCE —r{ PRODUCT RBNBtVBD TYPE I Q 2X WOOD BUCKSTRIP 2X WOOD BUCK3TRIP OR FRAMING, SEE OR FRAMING, SEE fficon IYhis � fba Florae 2, THIS SHEET NOTE 2, THIS SHEET aww* a Coad C12.NOTE 1/4' MAXAcceptance TYP. ANCHOR TYPE, EMBEDMENT AND No tlo 3 SHIM EDGE DISTANCE PER SUBSTRATE, N_ 4 S SEE TABLE 10. THIS SHEET Mlemi Pro&fct C EMBEDMENT a EMBEDMENT EXTERIOR USED AT CURVED 29 FRAME ONLY c' MEMBERS @ 11-718' O.C. MAX. M a, 11 EXTERIOR z WINDOW 4 11 co a Y $ �a BUCK VISIBLE LIGHT WIDTH = __ I 6 'I HEIGHT WINDOW BUCK WIDTH .2,V4' 1/4• MAX. SHIM p WINDOW BUCK WIDTH } N n slop 407 � v7 -� n VISIBLE INSTALLATION HORIZONTAL SECTION E -E z ; g TYPE L x ui y S Q Hb�- UU ILK Om O 1— •oN 3ht[I SUCK BUCK HEIGHT- >310 STEEL z 2-314' SELF-DRILUNGSMS (GS), SEE TABLE 10, o .0 .-z dz o o LL THIS SHEET TABLE 10: O Min. Edge Max* O.C. Anchor Substrate Dlatance Spacing I 7 2.1/2• x.1131 Box Nall P.T. Southern Pine (SO 55) 8/16' 6 ® Z Z 2-1/2' x .131' Common Nall P.T. Southern Pine SO.0.88 3/8' 6 p F 2-1IY x .146 Roo Nall P.T. Southern Pole -0.86 318° w 21 P.T. Southern Pine SO -0. 1/2" 6 2X WOOD BUCKSTRIP EXTERIOR O 0 � z along 8 0.093" Atuminum, 6063-78 min. 8/18' 6 z OR FRAMING, SEE J''� 010 x 1' Steel Screw' NOTE 2, THIS SHEET V' I/I6 A36 Steel 8116 61-- 0.046 1S Ga Steel Stud Or, 33 8NG b - a 6 �1/4' MAX SHIM SEE SDADE APPROVED MULLION ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NDA), ALUMINUM. W x Z y STEEL FRAMING OR STEEL STUD. LL. LL SEE SUBSTRATE PROPERTIES. a0a '�ao seua INSTALLATION TABLE 10.THIS SHEET TYPE JEDGE • • • • : : i • • • i i • • • DISTANCE ttttONl LYNN M/((��. • • • • • • • • • • : • VtGENSE '• ;F'P �� • • iNSVLLLlTION NWESP • • • ��aa��; _� Q'.' •.. • No. 58705 TYP. ANCHOR TYPE, EMBED E19 • • • 9, USE AACHORtI USrEdQN THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �-+— _1 - EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10, THIS SHEET 2. WOOD SUCKS DEPICTED ON THIS SHEET AS '1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1@'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOAD BUCKS DEPICTED AS'2X• ARE 1-1/YTHICK OR GREATER -C ,, (] /3 •; W [(/ HAVING S A E OF � VERTICAL SECTION F -F • • • • INSTAL MON =0 THE SUM-NATE OF MOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY Q ., �i'�'' FCORtOP•' • • • JURODICTIOU. • • • • • • • • • • • • ��'� SSIONAL �r``�• *00 1s. FAIR A9 A&iM@•NT TO MEIN: TIE SsRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. // t • '1111110 • • • • 4. IF A0pPUCABL&, LOWER DISIGN PASSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A. LYNN MILLER, P.E. P.E.t108708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION TYPE M� 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN S' O.C. WINDOW SUCK HEIGHT 2X WOOD BUCKSTRIP EDGE—OR FRAMING, SEE DISTANCE, NOTE 2, THIS SHEET 1EMBED MENT � t1/4' MAX SHIM TYP. ANCHOR TWE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11, THIS SHEET USED AT CURVED EDGE DISTANCE EXTERIOR 20 FRAME MEMBERS ONLY GY, Q 11-7/8' O.C. MAX ' CONCRETE/CMU PERANCHOR REQUIREMENT 114' MAX. SHIM VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3W INSTALLATION TYPE N INSTALLATION TYPE O 'FOR THIS NSTA.LATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN S' O.C. #12 STEEL SELF-DRRUNG SMS (Gb), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 114' MAX ANCHORS MAY BE NO e• SHIM MORE THAN S' O.C. + ' 1X WOOD SUCKSTRIP. SEE 2X WOOD SUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE •' 'a •` NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. B SEE TABLE 11, THIS SHEET I VISIBLE LIGHT WIDTH ~'� yy�NDOW BUCK WIDTH -2-- 314" WINDOW SUCK WIDTH E, q EXTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, @12 cr#14 410 SS Screw EDGE SEE TABLE 11, THIS SHEET 1318' MAX SHIM MIAMI -DAD£ APPROVED MULLION 0' (SEE SEPERATE NOAJ ALUMINUM, �14' STEEL FRAMING OR STEEL STUD. PERANCHOR SEE SUBSTRATE PROPERTIES, REQUIREMENT TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, C� SEE NOTE 2, THIS SHEET • • _I EDGE DISTANCE VERTICAL SECTION H -H HORIZONTAL SECTION G -G Teal F 1 4, EMBEDMENT l Substrate T f @12 cr#14 410 SS Screw EDGE 0/16" 1318' DISTANCE auminwn 608376 rain. 318' 0.OW • 0' A36 Steel 318 (1063' • CONCRETEICMU Steel SW Gr. 33 "3 18' 0.046. 18 Go • PERANCHOR #12 or R14 Steel Screw (06) REQUIREMENT 0118- EXTERIOR 0' 0 0' Anchor Substrate MOR Edge Distance Min. Embedment Mex. O.C. 3 cin @12 cr#14 410 SS Screw P.T 8outhem Pine SG -0.65 0/16" 1318' 0' auminwn 608376 rain. 318' 0.OW • 0' A36 Steel 318 (1063' • e' Steel SW Gr. 33 "3 18' 0.046. 18 Go • 0' #12 or R14 Steel Screw (06) P.T. 8oulhem Pilre Ga0.65 0118- 1318' 0' aumimmi min. 318' 0.083- • 0' A30 Steel 318' (1083' • 6' Steel Stud Gr. 33 min. W 0.046. 18 Ga • S' 114.410 88 CreteFlex UrViouted CMU ASTM C-00 2-U2' 1414' 12" Concrete (min. 3.35 kap 1' I 1.314' 12 1N' Steel Ul racon Concrete min. 2.85 kal 1' 1314' 12' Concrete M 2.85 kel 2-1W X 1T uted CMU ASTM C410 2-117 1- 12' C U TM C-00 2-112' I 13W 12' &IS' Steel U 11mcon 1 Concrete min• 3.5 ft")1-14' 1314' 12' Grouted CMU -410 2-12• 1314' 12" - rNN. OF 3 THREADS MTONU IMM IAL ULUMI KAl t ••• • • • • • •• • 4iy8TiULLiTIC& NQ*FES• • • • • • • *. USEOIMi.Y AM40HORE L13TE" THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD SUCKS DEPICTED ON THIS SHEET AS MX%ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12-.1X WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X-ARE 142' THICK OR GREATER. INSTA"TION =O THE SUvf IJATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JUFWICTIOAL • • • • •• • • • • • •. FOR AIITAOHMIRNT 10 MEAL: TIf STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • •• 4. IF APPLICABLE, LOWER DESIGN PRISSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M 52 a N AeN �eQq- 0 N iV elm OR d O 0z Cs" ��: a ui c W .�l�l_U X— O 1-' zW OB O (�� om VN n> 00 0� O cz dz 0 LL O lesyg O TW z 8 z �� x z as LL LL aA!! creep souls 1LYNN��'��'. \ ��.•; � V\CENSE'•• :�'f� *' No.^5r8705 Lcz Q '• STAT 0 A.IYf•A1MA�liI.�R, P.E. P.E.968705 ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES ANGLED/CURVED FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT r EOUAL-LEO FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 0 POTPart# DescriptionMaterial I 42530 Flanged Frame Alum. 6063•T6 2 4286 I Akan. 8063.76 80•CORNER 4256 I ( d, Alum. 6063-T6 FRAME ASSEMBLY I 10 ALL CORNERS TfAFL�ANGE 7118" LemL Glass Beading USE GASKET 6 AND/OR SEALAN LG. Glass Beading Alum. 6D83 -Tb Be 4270 installation Fastener Cover Num. 6083.76 8b 4224 Installation Fastener Corer Rigid PVC 10 705560 Gasket (at SO" comer Joints) Polyethylene EG FRAME TP24718 Vinyl Bulb Weatherstrip Flex PVC, Du% 65 +/-1 AME • Dow 668, GE 7700 801eone or Equal. TAPI P 1•i• 20 ANGLED/CURVED FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT r EOUAL-LEO FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 0 POTPart# DescriptionMaterial 1 42530 Flanged Frame Alum. 6063•T6 2 4286 Equal -leg Frame Akan. 8063.76 3 4256 integral Fin Frame Alum. 6063-T6 4 4265 7118" LemL Glass Beading Alum. 6063-T6 6 4264 LG. Glass Beading Alum. 6D83 -Tb Be 4270 installation Fastener Cover Num. 6083.76 8b 4224 Installation Fastener Corer Rigid PVC 10 705560 Gasket (at SO" comer Joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Du% 65 +/-1 13 • Dow 668, GE 7700 801eone or Equal. 20 71862K Setting Block, Mono. 3118" x 7/96" x e Neoprene, Dura 86 +1-1 21 71704AK Selling Block, I.G. 3118° x 1-3!32' x e Neoprene, Duro. 86 +/-1 22 DIJRAKY16 7/16' DureSsal Spacer 20 # x 1414° FH SMS Stainless Steel 30 1 781PQX #5 x l" Quad PH SMS Stainless Steel 2.784• .084'i► -- .074' 082• 1 876' .438' r .s5a• �—.-{�.»-- .050•x• FLANGE FRAME #42630,6063-T5 ASSEMBLY DETAILS FOR FIN FRAMES 80•CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 1.376' J__. •074' r .082' 600' .438'+L T--4..-- .560`mme OEQUAL -LEG FRAME 94285,6083-T6 .870' r+-- • as • • • • ••• • • • • 47tIIIc •�' • • • • 7/18" LAMI GLASS BEADING 4 #42V*00631IT5 • • • • •• • • • • • • • • • • • •• • • • • •• • • 1 I•.-- .345' .878' R .050' I.G. GLASS 5 BEADING #4254, 6063-T5 .074'ALyr 082• 1.375. 1—. T__I_ 650' 438' I 1.1 y — .07P 26' 31FIN FRAME #4256, 6063-T5 —►{ 1.03P INSTALLATION !a) 2 FASTENER COVER #4270, 6063-T5 � a ewe O N to N Q Z m O W se C9 oz IL Z o`i O M p O LL q U O ppz o H 4 ® Z Z ies�6 �° � g z 't"s o § 25o M!" LL DO enu •Dasa \`OIS 'C�.•'..GENSE.' N0.58705 t t3 � tui r STAT F •' �/: A. LYNN MILLER. P.E. P.E.U68706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 I•.-- .345' .878' R .050' I.G. GLASS 5 BEADING #4254, 6063-T5 .074'ALyr 082• 1.375. 1—. T__I_ 650' 438' I 1.1 y — .07P 26' 31FIN FRAME #4256, 6063-T5 —►{ 1.03P INSTALLATION !a) 2 FASTENER COVER #4270, 6063-T5 � a ewe O N to N Q Z m O W se C9 oz IL Z o`i O M p O LL q U O ppz o H 4 ® Z Z ies�6 �° � g z 't"s o § 25o M!" LL DO enu •Dasa \`OIS 'C�.•'..GENSE.' N0.58705 t t3 � tui r STAT F •' �/: A. LYNN MILLER. P.E. P.E.U68706 MIAMt•MIAMI DADE COUNTY, FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) NYww.miamidade.aoy/eeonomy 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 een esignedl tam lorida Building Code, including the High Velocity . ne Zone. DESCRIPTION: Series WVY'binned Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMEN'rqyawing No. 6300JR, titled "Impact—Resistant Aluminum. j Xions"„„•„ sheets 01 through 22 of 22, preparedy manufacturer, dated u , revisrort;,A.'„signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami—Dade County.Ploduct Contr'o1*98vision...:. Section stamp with the Notice of Acceptance num a Miami Dade County.,.... Product Control Section. • • • • "**see • • MISSILE IMPACT RATIN arge and Small Missile Impact Resistant ”"""LABELING: " ”" • • • • • .. 0000. LABELING: Each units r a permanent label with the manufacture' r logo', Q state! • • • : - series, and following statement: "Miami— uc ontrol ApprovejnAlss otherwise noted •, herein. 0 0 :066:9 : 6" RENEWAL of this NOA shall be considered after a renewal application has bee; fjkdeand there hV beer; • • • • 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 Ir2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E NOA No. 13-0815.05 MLAMI pAaa counlrt Expiration Date: May 26, 2016 ° J Approval Date: October 31, 2013 Page 1 PGT industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 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, seated 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. 10-0819.0 C. CALCULATIONS • ...... . ...... 1. Anchor verification calculations and structural analysis, con lr�g with FliaC2019i • prepared by manufacturer, dated 09/20/11, signed and sealed ty-Ar4hony.L*yftAAlld% •.• P. E..00: (Submitted under previous NDA No. 11-0922.01) • • .. .. ••.• ...... D. QUALITY ASSURANCE • ' . . . . ...... ••.•.• 1. Miami–Dade Department of Regulatory and Economic Resou=ce.%NER).• :.,..: 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) Janne D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coN nwm) 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. (Subtnitted 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. (Srthoutted 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. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 0000 . . 0000 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 00.00. . 00 09.00 00 00 0000 909099 .9999. . 9 . 999999 00 0.. . 0 0 9 0 . 000000 00 . 0 000 0 0 00 0 Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON4MPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENINGWIDTHFORVERTIGALMULL ARCHES TO BE MULLIONS I / --� SEEDETAILS A4).G,H; RECTANGULAR SHEETS 23 SHAPE \\V sEATM � / % i i iDETAILSSEE 1A7HRU SHEETS2.9 1 -; SHEETS 23 OPENING MULL HEIGHT FOR LEN GTHM HORIZONTAL SEEOEtAILE, MULL SHEET FENESTRATION PRODUCTS MAY BE OFANYTwPE. MUST BE MANUFACTURED BY POT. /SEE DETAILS HORIZONTAL A-D.GN'. WILL SHMT823 LENGTH HORIZONTAL MILL LENGTH • • ••• • •• •• • • ••• •• •• • •• • • • • • • • • • • • • • ••• • • • • ••• GENERAL NOTES: • • • • • • • • •}}• • W 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE 4DJTION:0 ANY AI F4% R?C:'IRED FO&THE • • • FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOW01, EACY QRUATION I811MIOWE•4ND 3HOUIID W • EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERF�E GF TF1E ft7UU&UNITs Wwwol • HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATT p TQ,TH6•MU►1.1 CIrPS•BUT BHSI L NOT HAVE A GAP OF MORE THAN V4' FROM THE CUP.3) THE • • • • • • • • • • • E METHODS SHOWN MVE BEEN DESIGNED TO RESIST THE 1��yp• AQ •• • ,q • • • • �tEQ�11� • DESIGN PRESSURE. AGE. MUU IONS ARE CALCULATED TO DEFLECT NO MORE THAN Qi$O�THE 1t33TRE5S�1�E 1401 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, CONSmER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 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. 8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACONIAGGRE-GATOR NOAS; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL oPHMNGWID 1--HORMMULL LENGTH ---j -i LENGTH oPI H a d Nam d T dNO�I SINGLE MULLION SINGLE MULLION -�I OPENING WIDTH F -0R VEATIO4I. MILL OPENING wIDTH FOR VERTICAL MULL INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT QBSfFT°) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING 15 -RECTANGULAR' OR'TRUWGULARITRAPEZOIDAL'. GENERAL NOTES— _-......-.1 INSTRUCTIONS......_...._.........» 1 ELEVATHONS............-.--.....1 !CULL TO 2X WOOD.......Y__... 2 MULL TO 1X & MASONRY......... 2 INSTALLATION NOTES- 2 MULL TO MASONRY....._.__.._ 3 MULL TO STEEL STUD. 3 MULL TO MILL-_-- ANCHOR SPECS..........._...__.........3 ALTERMATATE OUPS__.._._.._.._4 BAY MULL INSTALLATION..............4 1 X 2 X.126 MULL SPECS_..._._.....6 1 X 2 X.376 MULL SPECS.......__.8 1 X 2.76 X.376 MULL SPECS_._.._.7 1 X2.76 X.86 MULLSPECS..........8 1 X 3.128X.600 MULL SPECS.....9 1 X 4X.125 MULL SPECS...r.._..I0 1 X 4 X.378 TUBE MULL SPEtS_..11 1 X4X.376 T MULL SPECS. -....11 1.25X &168 X288 MULLSPECS_12 2 X 4 X.28 MULL SPECS..._....._=13 2 X 6 X.28 MULL SPECS_....._._..14 1.28 X 2.11 X.128 MULL SPECS.- 18 W X 328 SAY MULL SPECS—. 18 460 X &W SAY MULL SPECS --17 MULLION & CUP DIMENSIONS..... 18-20 EXAMPLES1 & 2......_........«...2t LOADINGEXAMPLES_.__.._......22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBWM FROM TABLES to THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (I.BBIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LSS+ln FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN /MICHOR CAPACITY REQUIRED (1831 THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �\ SaRAEor7Aa MULTIPLE MULLIONS ROM FIGURE 8) VERIFY THE DESIGN PRESSURE RATING (LMFT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSFM 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 FOR A PERMIT. ``�4t�N�cENBF �44,''ii >!f • No. 68706 PLORXO A. LYNN MILLER, P.E. FL P.E.# 58706 lit . I 01 td It DETAIL A: DETAIL B*.. MULLION TO 2X WOOD BUCK /.`UON MULLION ATTACHED TO IX SUCKSJRIPTYP.ANCHIOR —PERUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY ATrAND AO01aff SEE SSEE TAKES IB -108 (OFFSET CLIP SHOWN) (STANDARD CUP SHOWN)* o 0 0 0 ONO, 1. MULLION • 0 • ammoo < 0 [o 0 0 0 0 000 0 SEE SHE E T S 2.7 18-20 FOR HOLE ErrHBR7m LOCATIONS SEE SEE TABLES Lo STANDARD OR OFFSET MULL EDGE EDGE DISTANCE 1& -las 2 CUP MAY as DISTANCE A FOR MASONRY INSTALLED BY FoRvioOD ANCHORS m OJ THISMETHOD SCREWS 2W MAX FOR ' SIDE VIEW ALL MULLIONS 4 L 4. L) O 44 EXTERIOR 4 A ]z .4 EDGE .4 4 ;d nMTAW= 4 4; A FOR A" z 55 MASONRY EXTEEXTERIOR4.4. TYP. ANCHOR TYKANCHOR PER SUBSTRATE,— SUBSTRATE, SEE TABLES -109 —= 0 TYP. ANCHOR PER Ski z/ SEE 10.100 TA13LM 10-10 EDGEEND Z SEE TABLES EMBE 1&1148TT MENT - AND ATTACHMENT• ATT SEE NOTHEfE, "t SHEET 1. By calm, SEE NOTE 1. SHEET I. MIN 2.r KSI CONCRETE ORCWU SIDE VIEW FRONT VIEW PRODUCT RRVJSIW VAIII am plorwu VIEW NFRONT Da INSTALLATION NOTES: Aiara Dado uot Confto 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 REPRESENTATIONgj LYNN 411 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 XD, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No. 5870b 3) ANCHOR HEAD TYPE MAY BE PANHEA% HOWAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 0 :z 6) FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED '00%STA E ORto ELCO ULTRACON OR ELCO Ile S.S. AGGREGATOR MASONRY ANCHORS. X LMNN MItlEI1t P.E. FL P.E±68706� • • • DETAIL E: • 066 a DETAIL C: -R .1G5 nNY• • i • M114:084T18N WrO ©� MULLION DIRECTLY ATTACHED TO < MASONRY STRUCTURE MULuoN • • • • • • i • • • 1) MAY BE INSTALLED IN -TEE' OR -CROSS' �d (STANDARD CLIP SHOWN) AI IES INTERSECTIONS. �a Y I 2) MAY BE INSTALLED HORIZONTALLY Y �+ L • • • • • • • i$HOWN) OR VERTICALLY. PANDR DO 1 SEE TABBTMTE, � •* • • • • • • • • ANCHOR• 8) SEE U -CLIP DRAWINGIB, SHEETS 18-20 STANDARD i SEE TABLE818.108 CVVi OFmar MULL I i. TOP V( i i i• i FLSR CORRE3PONDINO MULLION. Z INSTALLLECLIPMAYDBBY I H 1 EWE DISTANCE • • • • • �� • • O _ iTBS METHOD. 1 II ; '' a ANCHOR MASONRY VARIES N I , 1 012 STEEL SCRENS, j I I le I e. —SELF -DRILLING OR PREDRILL i ° ``�MULLICJAND UBE 8MB W h a y CO m Hn tu EXTERIOR ae ° MULLION Z C7 4 s O EDGEDISTANCE e` FOR ON AANCHHO 8 Z. L:�> 1� L L z 8 ° ® EXTERIOR ¢ Z M TYP. ANCHOR •'d G " In OR SUSSTMTE, / SEETABLE818.106 OPERSU SUBSTRATE. 8tB:SHEETS OLELOCATONS � O / PER TABLES AB ES iS-1 HOLE LOCATIONS BUCAKBND SEE TABLE81&108 FRONT VIEW EDGE S Y ATTACHMENT DISTANCE fn .. BY OTHERS, SEE TABLES j— N . q .. SEE NOTE 1 EAffiER a SHEET I. - J. .p a G O ,..°.? EDGE . .. • ' .,�_�•r•DISTANCE `2 MIN 77 KSI CONCRETE OR CMU BEE TABLES SIDE VIEW y � MEN 2] KS! CONCRETE OR CMU 18.108 iii2S555 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO 3TEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / TYP. ANCHOR a PER SUBSTRATE, `SEE TABLES 16408 PRODUCT REVISBD 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. SEE g11ELTT8 ® complyiegwllHtho Flarlda .L ONLY. BECAUSE THE ANCHOR CAPACITY 13 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE �� 1&� FCR BUOdingCod° CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE ��` HOLE Acc www No FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONSEx �Dmo ire' 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 6oLCon 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ✓ ® DBdOPradsro \ Llt{Illltt 6) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DIISTANCE ��0�1� LYNN !I? ELCO ULTRACON OR ELCO 1/4'S.S. AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER nwN �T �` �� •'�CEN3F''•�pc FRONT VIEW �X � 1s /o6 F-AA2WOOD SACKER MUST Q ATTACHMENT BY OTHERS. *: No. 68708 EXTERIOR USE WOODANCHOR SPECS SIDE VIEW r NOTES: 'O' tTA / S j1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD Q E I .' 1 ANCHOR VALUES MAY BE USED. ��S • ALORMI"--' 2) SEE CORRESPONDING MULLION TABLES, /NA1'•��` SHEETS &17, FOR QUANTITY OF SCREWS. A. LYNI✓s1151)Lt 1L8R, P.E. FL P.E.# 58705 .. .. . . . .. .. . • • ••• • • • • ••• • • • DETAIL E: • 066 a DETAIL C: -R .1G5 nNY• • i • M114:084T18N WrO ©� MULLION DIRECTLY ATTACHED TO < MASONRY STRUCTURE MULuoN • • • • • • i • • • 1) MAY BE INSTALLED IN -TEE' OR -CROSS' �d (STANDARD CLIP SHOWN) AI IES INTERSECTIONS. �a Y I 2) MAY BE INSTALLED HORIZONTALLY Y �+ L • • • • • • • i$HOWN) OR VERTICALLY. PANDR DO 1 SEE TABBTMTE, � •* • • • • • • • • ANCHOR• 8) SEE U -CLIP DRAWINGIB, SHEETS 18-20 STANDARD i SEE TABLE818.108 CVVi OFmar MULL I i. TOP V( i i i• i FLSR CORRE3PONDINO MULLION. Z INSTALLLECLIPMAYDBBY I H 1 EWE DISTANCE • • • • • �� • • O _ iTBS METHOD. 1 II ; '' a ANCHOR MASONRY VARIES N I , 1 012 STEEL SCRENS, j I I le I e. —SELF -DRILLING OR PREDRILL i ° ``�MULLICJAND UBE 8MB W h a y CO m Hn tu EXTERIOR ae ° MULLION Z C7 4 s O EDGEDISTANCE e` FOR ON AANCHHO 8 Z. L:�> 1� L L z 8 ° ® EXTERIOR ¢ Z M TYP. ANCHOR •'d G " In OR SUSSTMTE, / SEETABLE818.106 OPERSU SUBSTRATE. 8tB:SHEETS OLELOCATONS � O / PER TABLES AB ES iS-1 HOLE LOCATIONS BUCAKBND SEE TABLE81&108 FRONT VIEW EDGE S Y ATTACHMENT DISTANCE fn .. BY OTHERS, SEE TABLES j— N . q .. SEE NOTE 1 EAffiER a SHEET I. - J. .p a G O ,..°.? EDGE . .. • ' .,�_�•r•DISTANCE `2 MIN 77 KSI CONCRETE OR CMU BEE TABLES SIDE VIEW y � MEN 2] KS! CONCRETE OR CMU 18.108 iii2S555 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO 3TEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / TYP. ANCHOR a PER SUBSTRATE, `SEE TABLES 16408 PRODUCT REVISBD 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. SEE g11ELTT8 ® complyiegwllHtho Flarlda .L ONLY. BECAUSE THE ANCHOR CAPACITY 13 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE �� 1&� FCR BUOdingCod° CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE ��` HOLE Acc www No FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONSEx �Dmo ire' 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 6oLCon 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ✓ ® DBdOPradsro \ Llt{Illltt 6) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DIISTANCE ��0�1� LYNN !I? ELCO ULTRACON OR ELCO 1/4'S.S. AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER nwN �T �` �� •'�CEN3F''•�pc FRONT VIEW �X � 1s /o6 F-AA2WOOD SACKER MUST Q ATTACHMENT BY OTHERS. *: No. 68708 EXTERIOR USE WOODANCHOR SPECS SIDE VIEW r NOTES: 'O' tTA / S j1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD Q E I .' 1 ANCHOR VALUES MAY BE USED. ��S • ALORMI"--' 2) SEE CORRESPONDING MULLION TABLES, /NA1'•��` SHEETS &17, FOR QUANTITY OF SCREWS. A. LYNI✓s1151)Lt 1L8R, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) WE DETAILS A+- \ �-- $HEETS 2AND3 FOR INSTALLATION X TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1'X 4'X.128' MULLION . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . !pts ••'•., F(pTR '/��ti'Shlpll�n� P.E. FL P.E.# 68705 . ....... .... . *00 .. 000 000 .. . ... DETAIL G: • • • • • • DETAL N: • • • ANGLE MULLION CLIP 0 a BAJMQLLIO NSTALL�TIO19 (ANGLE CLIP) • • • • • (AMOLE CLIP)ip. • . 3P OR45• • • • • • • Aly MULL • • •• • •• • • • • • ••• •• O O O TOP VIEW SFE TABLM 12B OR 138 EXTERIOR rrllyl(nw5-'1.[.;, aY 11 E � PERAN6NC CHHCR - '- NOTES FOR INSTALLATION OPTION G A H: ��`� LYNN /I�i�� O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES INSTALLATION OPTIONS F: FOR * 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11' X.128' MULLION. 2) DETAIL G: SEE TABLES IB -118 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. = : NO.58705 21 SEE TABLES 1B -110B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR :� I'D )S) W1 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. !pts ••'•., F(pTR '/��ti'Shlpll�n� P.E. FL P.E.# 68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 1A TABLE 1B Anchor CapacityTabie s) MuM*n Cepaft Table alit • Opening Width(tarvertica*spam)rgmtflam)orOpeningHelght(forhorimrda6ysparrdlQmlmons) • • • • • •• a • 36k Conc. BO In 801. 701n 80 fn so to too In 120th • • • NOS • • wp• • 1x2x.126 Reelmgtft L�n9 I TW110ng. Wdagulfs Tiepralmlg. ReafergTraWer Loaft L4aam Lmdba Lou(ng LoefBng ma.g. ReotengNar Treplydavg• Remargeter Loamrg Loemng Loafing DrepRdmg. Rectengetar TMPROM Rectangular TfepffftV Reatemuler UMM Laamng Lae•ng Loac" Lot.9 Loafing TW RW* Reoteng.ter Leaft Loading TmWdwg. tcafeng Alum. Tube Muman 1/4" Elfin lStencn � h � I I I� I I I I I I 111 1 1 1 1 1 1 1 1 1a I I I I • •I 1 h r � �111 � 2 3.10 7 4148' 0.64' 0.32r 42 in 111A 408 120.5 332 03.2 408 11119 325 709 408 107.8 321 69.0 408 104.4 319 8&1 400 104.0 319 689 40B 104.0 319 46.0 498 104.0 319 39.0 408 L04A 319 3&0 408 104.0 310 i -1M' 4814 74.9 312 939 258 82.4 312 73.4 262 639 312 67.0 248 46.6 312 63.2 248 41.8 312 81.3 2M 37.6 312 01.0 2M 312 312 619 244 2&8 312 61.0 2M 23.4 312 81.0 2M 890 e0AZIn 63.0 281 70.8 234 512 261 819 228 4E.8 28t 6&7 224 39A 281 6&1 222 369 281 60.1 220 319 281 49.3 218 28.8 281 49.3 210 22.8 281 49.3 219 �A 281 49.3 219 lbs 641n M8 480 as 07 43.9 247 49.8 202 37.8f247 449 199 32A 247 41.8 198 202 247 39.4 104 2&3 247 39.4 193 219 247 3&1 193 18.8 247 38.1 103 1&4 W 30.1 193 WA so In 38.4 WA 70 329 200 3&4 168 27.4 31.6 183 24.0 200 269 160 21.3 2m 27.1 f68 192 200 289 157 103In 780 RiaO Its 1ES0Rs 18SBIbs 33.1 $00lin 65 279 181 30.3 152 23.7 289 149 20.7 IN 24.6 148 1&4 191 22.8 144 1&8 181 21.7 143 652)he 8401bs 110ibs 6814 289 VMS 42 24A US 28.1 139 20.6 23.1 138 16.0 163 21.0 13472In WA WA WA wA WA 22.2 WA 20 1&8 13a 199 118 1&0 17.6 118 448 Rs 822 Rs 78Th 189108 177 &a 1&7 US 16.6 107781,.6104 681166 1 103 Me 210 ala 280lbs 2AWma Q 1.16" MOL O.CJ F•CRp 07V. SVI 240 M 350Ibs WA WA WA WA 'ISO me WA WA WA TABLE 1B NOTE: FOR THE OFFSET CLIP, USE THE SANTE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OFA) X ( ANCHOR CAP.,,,,,,a,� n 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. FIGURE 1: FIGURE 2: TABLE NOTES: F* * 1111 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. s SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 1-0 ANGLE CWP MUST BE USED IN PAIRS. FIGURE 4. FIGURE 5: FIGURE me 1111 0 1 1111 • • 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ``��`��Ni LYNN afi��F '.......... ' •.'Q ��i No. 68705 nisiv : G� A. Ll flv NAX- Ih311IRK P.E. FL P.E.# 68705 Anchor CapacityTabie s) Substrate Wit Cmmete 36k Conc. Hallam cmu Fated CMU PT Wood Metal AW..FMtC9P Pagerns Anchor Type: 3116' Elea Me= U4" Elco llEracm N18' EW Macon 3118' Elco UOrmon 1/4" Elfin lStencn 1M' SS Eloo 6/117' FJoo 1/T 88 Elaa 610 Steel 912 Sleet 012 Steal AggreGlaw UHMm Aggreeala Sem'GB) 8mem(r35) SOM(eq Edd Distance Itt# I- 2-1W 1' 2-111213-1/S' r 2.1x1 f 2.12• 2 3.10 7 4148' 0.64' 0.32r En*ednmd (Int 1314' 1314' 1.314' 1-14" 7 1-1/4' 1-U4' 1-1/4' 1-1M' i -1M' 1-1/4' 7 1-18' 148" (eee nolo 4) 2Ano4ae 1g4.75'Wm 6.1-1ummlmd arovem mp IbsrWA 0La 890 1844[as 27016s 280 ft 354 [be 740Rs 488 ft S64 Its 1182 ros 328 Me lbs 580 iba 4 Anthea Q 1A&' Min. O.C. IStaMmdCar Oncel)COp (Pig. 27 480 as 700 as WA WA WA 330 g0. WA WA WA WA WA 652169 SO fbs 112010s4 Anahae 997 Min. O.C. 1(2)2BAagleC%*197g.3k 780 the 780 RiaO Its 1ES0Rs 18SBIbs 540 H. $00lin wA 7801bs t1381bs BBO Ers 288411's 652)he 8401bs 110ibs 2 Anchae G 0.45" Min C.C. / UCOP Wo 1/7 Atm. (Rg. 4r WA WAWA WA WA WA WA WA WA wA WA WA WA WA 710 ft tAmMr/F2Ip(Fig. Sk1.Ibe11810981bs 448 Rs 822 Rs 135 ft 190Iba 177 &a 310O1e 2lti Me 332 Me 681166 1 103 Me 210 ala 280lbs 2AWma Q 1.16" MOL O.CJ F•CRp 07V. SVI 240 M 350Ibs WA WA WA WA 'ISO me WA WA WA WA WA 32a 420Ita RS NOTE: FOR THE OFFSET CLIP, USE THE SANTE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OFA) X ( ANCHOR CAP.,,,,,,a,� n 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. FIGURE 1: FIGURE 2: TABLE NOTES: F* * 1111 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. s SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 1-0 ANGLE CWP MUST BE USED IN PAIRS. FIGURE 4. FIGURE 5: FIGURE me 1111 0 1 1111 • • 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ``��`��Ni LYNN afi��F '.......... ' •.'Q ��i No. 68705 nisiv : G� A. Ll flv NAX- Ih311IRK P.E. FL P.E.# 68705 . . ... . . . ... .... . ...... . . . . . . . . . . . . . ... . . . . ... TABLE 2A TABLE 28 Mu01on Capacity Table afltr Anchor Capacity Table (Lbs) Opening Wldth(forvedcOysparvin nuflom) or OpenIng Helght(for ho zerda*spard 0.r 6om) • • • • • • • • 1 1 ficin BON 7010 BON so In 100 In 120N • • • 140N • • III �� • • v4°Eiaolg8ac0n Reftwolet T(WTdetg. ReotenBWar TmWdmg, Re0langular TwWTdeng. Reotengular TmWTdmg. R801engulet TmMTdeng. Reole"g" I TmpTt6 W Reol" tst TteprI Mg. Reote gekv Tfewftm. ReWmgelBt Tmp/Tdarg. 1x2x.376 L*3ft Loadbg L -ft L-0,11 LOW" Le" L*" Leed89 Lu -"ft L -ft 4oadNg Leading Loading Loadbg L0aft Leading asw L -ft Lmditg Alum Tub, U.M.- 1-314' 1314' r 1-v4' INC 1-v4' 1-114' 1-114' 1-v4' r ja (see nate 4) -all 11 ia 11 -11 390 ma 50 890 1 7700m 250Itn it fl,91 40 42 In 170.0 820 170.0 436 151.3 862 170.0 479 129.7 662 170.0 608 1138 662 188.6 618 100.9 Bet 1888 617 90.8 652 Is&$ 517 76.7 862 188.8 640 4801ba 81 WA 186. 517 WA 48 N 121.8 607 '136.0 419 MA 607 119.2 410 980 607 108.7 403 76.0 607 1028 399 87.6 607 89.8 387 80.8 687 e9.0 388 80.7 807 99.0 398 43.4 607 99.0 398 38.0 807 09.0 398 880 me 60.828 in 103.7 468 1148 379 884 468 99.9 371 74.1 488 90.8 $04 848 458 848 380 57.8 488 81.3 387 Ste 450 80.0 356 43.2 468 8D.0 398 37.0 488 Me 358 324 468 800 358 WA 54 N 85.4 400 83.3 338 71.2 400 808 328 810 400 727 322 514 400 67.3 318 47.6 40D 06.0 We 42.7 400 623 314 Me 400 SL6 313 30.6 400 61.8 313 26.7 400 81.8 313 7181hs 601, 023 324 66.8 276 61.9 324 8'7.6 278 446 324 612 184 36.9 324 48.8 280 34.8 324 43.9 257 3L7 324 420 238 2&0 324 40.5 263 22.2 40.6 283 19.8 324 40.6 25363N 691 m! 1113 Dw 210 m0 63A 294 67.4 262 448 784 49.2 248 38.4 284 438 241 33.6 294 as 237 Me 284 37.1 234 299 '!114 35.2 232 224 280 33.6 230 19.2 j324 38.4 230 16.8 294 33.4 23068In WAI WA 46.8 268 49.6 230 390 2118 424 228 33.4 238 378 221 29.2 286 34.1 218 28.0 268 31.6 218 23.4 768 28.8 212 18.6 268 28.0 210 18.7 27.7 20D 146 268 27.7 208 721n 39.0 tib 37.9 198 30.0 228 32.2 181 26.7 225 28.4 188 226 225 26.8 185 200 225 216 182 Jac m2! 1 160 16.0 225 203 177 17.8 Z% As 176 1L3 228 19.8 178 781n 30.9 202 320 177 2&6 202 27.2 173 21.0 202 23.8 170 19.2 202 2L8 187 17.0 202 18.7 185 16.3 202 18.4 183 128 202 16.7 160 10.8 202 15.8 168 9A 202 1&8 188 78N 2&3 192 We 108 23.8 182 2&1 165 202 182 220 162 17.7 182 18.7 1be 18.7 182 18.1 167 14.2 782 1&8 768 11.8 182 16.2 162 10.1 192 74.4 1110 &8 182 142 160 80N 188 iA4 199. 128 78.4 144 1&1 128 BBN 16.2 127 1fi8 113 TABLE 28 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. =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 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES:1�ng"e' . • • • Bull ogCode 9j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Aoae a No SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Mlmil Product Comm FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20.000' 2. I 1 111 � � • � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. �� ,� LYNN ,y7 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ��`Ol, J GENS . P 'i F '' ANGLE CLI' MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L .376' ct�,•'• •. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-80. WOOD SHALL BE PRESSURE -TREATED No. 68705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .128' ' • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X 2' X .376' MUWON _ LEAST .126' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - O (0 15 13: _m me THE MATERIAL ' �A '•, sT TE O i J;SS/ONAL ��`• A. t'i Q1M1dL9A, P.E. FL P.E.# 58705 Anchor Capacity Table (Lbs) Su 27k comfete 16k Cera, wanmcmu I raw CMU PT VYood Mdal ArKtatCUP Paaems AnotwrTrpe: 3/t6'ElOOIgImo00 v4°Eiaolg8ac0n 910' Eieo unraaon 3116'Elo0l81maon 1/4•ElOotgtm0an v4' BS Emo 910' Etc- v4' 88 Eft 910 steel 912 Steel JIM Steal AggMWW LMnonn AaWeQaW e_(Gs) Semi pm Semv(ow Edge antame pn7 v 2.1/r r 2-t12' 3-718' r2 -1T r 2-12' z 3.10 r 0.48' aW asw Embedment r 73'4" 1314• 1-314' 1314' r 1-v4' INC 1-v4' 1-114' 1-114' 1-v4' r 13(8' 14" (see nate 4) 2 Arohae @ 4.76' Mia O.C./Standard a C9p g. 1) 390 ma 50 890 1 me 7700m 250Itn Ib! 40 488Os 684Iba 118! ms 3� ms 420 9xi 4 Anctm a Lin, Inn. O.C. / Slmn m I.Otmel) CDP ft 2y 4801ba M 11,3 WA WA WA WA 380 an, WA WA WA WA WA emu 840 91! 1120 We 4Aeelgl6(j3'tAn.O.Q 7(2) 218 Angle Cups 7(F1g. 37 780The 780161 880 me 1680 me 1898 m! soma 560m. WA moo 936Ibe e80ma 2284 Me 652 ma 8401be 11289w 2Anahae Q 0.48' Min. O.C.I UIMA Iat01Ifr Alms. Bea 47 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7181hs 1 AnfttI FC9p (FIg. 4 195 Me 1116 ma z2s ma 448109 8221ha 135 ft 140 me 177 ms 37015! 234 the 392 Op 691 m! 1113 Dw 210 m0 29016! 2 Anah m @ 1.15 Mim MCJ FCBp (F18 ft 240 We 3808a WA WA WA WA 190 011 WA 5gA WAI WA WA 3211 ms 420 me 680 me NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. =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 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES:1�ng"e' . • • • Bull ogCode 9j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Aoae a No SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Mlmil Product Comm FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20.000' 2. I 1 111 � � • � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. �� ,� LYNN ,y7 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ��`Ol, J GENS . P 'i F '' ANGLE CLI' MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L .376' ct�,•'• •. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-80. WOOD SHALL BE PRESSURE -TREATED No. 68705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .128' ' • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X 2' X .376' MUWON _ LEAST .126' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - O (0 15 13: _m me THE MATERIAL ' �A '•, sT TE O i J;SS/ONAL ��`• A. t'i Q1M1dL9A, P.E. FL P.E.# 58705 TABLE 3A TACT G RR Mullion Capacity Table beltt' ningWidth oDrv9rUcatly-sparmlrgrnJBore)orOpening Height (for tnrizonially Irmons) 8ubsnete: 276,Concrete W in 8010 , 1 BO in Ba in IOOIn 1201n 140In 16018 12 Filled CMU ) UepFlIdang. RedwgjW T �R Mem/ Reftrouler R1.0afto TLmftg oar 1� R`oa 91ar Tre`oaEtnB RLoaft TLoaft TwpMang T�ft9 3116' Ebo WreOmt Lc0d08 Lcndt" Logue 8 3H0' Elao IBtreoml Luaft Lending Lowell .376 Alum. Tube Mullion Edge M tense Qnk r 2.117 r 2-1/2• 3•10 r 2-W r 2-1W r MIT r 0.4V 064• 0.304° 421. t70.0 620 170.0 438 170.0 744 170.0 478 170.0 808 170.0 808 170.0 882 170.0 819 170.0 1118 170.0 821 170.0 1240 170.0 621 148.7 1301 1700 1 621 f2l.51 1301 170.01 021 111.6 1301 170.0 1 821 1315 481n 170.0 708 WU 824 170.0 850 170.0 884 170.0 982 170.0 830 170.0 1133 170.0 881 1619 1139 170.0 077 138.6 1130 170.0 SW 113.8 1138 170.0 M 07.8 1139 170.0 880 864 1138 170.0 880 131a' 1318• .figs In 170.0 747 170.0 803 170.0 898 170.0 631 9 5032 70lle.0 084 148.8 1032 170.0 723 130.6 1032 170.0 747 WA 1032 170.0 788 07.8 1032 170.0 788 839 1032 170.0 768 73.4 1032 170.0 766 8908. in 170.0 787 170.0 612 181.3 9o7 170.0 681 1382 607 184.7 730 120.9 907 162.6 720 1079 89/ 146.0 714 88.8 007 141.1 710 80.8 807 Mae 709 69.1 007 140.0 708 80.8 007 140.0 709 ms Ins BD in 141.1 736 181.6 826 1179 738 130.3 611 100.8 735 IISA 899 882 735 1082 890 78.4 738 099 683 70.6 736 98.1 678 BBB 735 019 674 60.4 738 01.8 574 40.1 738 019 574 350 We In 1219 888 130.0 670 101.0 868 111.6 887 87.0 888 9&9 667 782 686 GDA 638 67.7 BBB 83.8 631 80.8 BBB 78.8 878 50.8 688 75.8 821 43.8 688 78.8 521 36.1 BBB 78.8 521 780168 661 108.0 W 112.4 622 88.3 007 S8.1 611 78.7 807 85.0 501 682 607 77.1 493 66.9 007 719 486 63.0 607 67.0 401 M2 607 03.4 476 37.0 807 62.7 474 33.1 607 62.7 474 9380. 72In 819 810 85.8 443 68.0 We 73.0 434 68.3 10 84.3 420 81.0 610 879 419 40.4 610 63.3 413 40.8 810 60.0 408 34.0 We 45.9 402 292 610 44.4 399 28A 510 44.3 699 78 N 69.4 458 72.6 400 87.8 458 81.7 392 49.8 488 W.1 385 43.4 468 489 378 36.6 488 44.8 373 31.7 498 41.8 366 289 468 377 362 24.8 488 38.0 368 21.7 489 36.7 368 WA1AnolaslF421p(ftq 70 In 642 436 87.0 381 63.8 435 60.8 373 469 435 49A 368 40.1 438 44.7 380 36,7 438 40.9 386 321 438 38.1 344 22.0 435 32.8 341 20.1 438 322 84090 140Is In 41.8 327 43.1 280 34.8 327 38.4 285 20.8 327 31.0 280 26.1 327 282 275 232 327 25.7 271 20.9 327 23.7 282 14.9 327 19.3 288 Anchm 01.11r Lam O.CJ FCMp(F1g. 8) 240 981n 34.4 287 35A 267 28.7 287 29.9 252 24.8 207 20.0 248 21.6 287 23.1 244 19.1 287 20.0. 240 17.2 287 18.3 232 1 WA WA 6yA login 242 227 24.7 205 20.2 227 20.8 201 17.3 227 16.0 !351M435 108 18.1 227 16.0 188 1111. 223 216 22.7 184 16.8 218 10.1 101 15.9 216 189 168 120 In 17.8 186 17.8 187 TACT G RR NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. GCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. IGURE 3: • • ANGLE CLIP MUST BE USED IN PAIRS. 90 4: FIGURR •• • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENTFORMULA: -ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TOM 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 M04 MUM 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. J SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • UIREAR INIIERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • MN MbLLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • • L138V B%W(I LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. �• 6y FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • CONCR NIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE -TREATED yELLO1��iINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8069-76 AND BEA MINIMUM OF .126' • CK. STEELS DS•TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • • • W-AS1T .1261 THtOK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • 9HE MATERNLL • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y _ No. 68705 0 pc i�� ••. / RV A LYNN M&ER, P.E. FL P.E.# 58706 Anchor Capacity Table Obs) 8ubsnete: 276,Concrete 3.' Cela.I H09mv CMU Filled CMU PT W.ad Mem/ Anchor Clip Pat mre Anchor AOoiar type: 3116' Ebo WreOmt i/5 Seo tAoamn 6flo* FJca 10neeon 3H0' Elao IBtreoml 1J519oo UArewn 115 88 El-Eloo v4' 88 Men 010 Steel 612 Steel AMeWor UT0= A..(Islor Screw (OB) aw"(06) 912 steel am -(057 Edge M tense Qnk r 2.117 r 2-1/2• 3•10 r 2-W r 2-1W r MIT r 0.4V 064• 0.304° Embedmmd Ifni: 1318 1374- 1314• 1315 7 14W 1-115 1114' 1-115 1-fww 1 -vin r 131a' 1318• (seencle4) 2An6nae®4.75 Min O.C. l Slada.Ior Oftel CUP(Fq. t) 390 4501. 8908. 184408 2700. 2801 Iia IW 4681. IDs 11182 Its ms Ins 56D 1s 4AnohaB®1.tff MN. O.C./BtentleN m COp .2j 480 Its 70010. WA WA A 350 We WA WA WA WA WA SUMS 840@8 1US Its ®T MUL 0.0./(2)2x6 Anglo COpsf (FIg. 3 780168 78011, 68018 16600. 1B981bsa 5801. WA 78011. 9380. 880 Me 23860. 8528. SO Its 1120 be 2Aro R o Alam. (Fl9. 4) WA WA WA WA 2.A WA WA WA WA WA WA WA1AnolaslF421p(ftq 195168 iSS Me 226168 445 ft 8221. h; 140Is 177 go 37015 234 Me 3321a 691 Me 1639.2 Anchm 01.11r Lam O.CJ FCMp(F1g. 8) 240 3501ba WA WA WA A 1000. 1 WA WA 6yA WA WA 3281. 420Ibs 880160 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. GCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. IGURE 3: • • ANGLE CLIP MUST BE USED IN PAIRS. 90 4: FIGURR •• • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENTFORMULA: -ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TOM 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 M04 MUM 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. J SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • UIREAR INIIERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • MN MbLLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • • L138V B%W(I LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. �• 6y FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • CONCR NIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE -TREATED yELLO1��iINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8069-76 AND BEA MINIMUM OF .126' • CK. STEELS DS•TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • • • W-AS1T .1261 THtOK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • 9HE MATERNLL • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y _ No. 68705 0 pc i�� ••. / RV A LYNN M&ER, P.E. FL P.E.# 58706 TART F AA . . ... • . • e 4646 . ..• •e 4646 • 4646 • • • • • • • • • • • • • 4646• • • • • •e• • • • e • 4`4`46 TART F AR FIGURE 2: Mullion Capacity Table e • • • • • • • • • e • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. Opening WWM (for vartl spamirlgmu@orfs) orOpening Height (lorMflzontatly-3parrkSnvNals) • • • • • a • 3.ek Cana. I ANGLE CUP MUST BE USED IN PAIRS. W In 6010 7010 8010 9081 too In 12081 • 104,40 140 t1 • 00 FOW CMU i/b\ e • 1 x2.78x Rectenu 0.r T1epr7dmag• R*MmgaAu TmWd8vO. Rmtmlmtat TaaplTdmtg. RuWaier TmI T&qI. Raclmpdau VW111409. Reota tar TMOTdmag. Welsngadm TaeN8tml8• Reeten9ala6 TmWGleng. Reole09ulm TraBJRieng. 114° EIooU9aaaaa Laadl00 Lwft L0aft LwAn9 Loaft Loaft Loadn9 Lwft Loada9 Loafing Loading L4aft 1.00809 LoaftLoeda>g EmbWmmdM 1.314• L0aft Waft Loafing .880 Alum. Tube Muglon �gj 144 1-1149 1-114• • • 1.114' • 139' .0318' (aeende4J 2Anohae40475MIa1O.",IeWr000rored COp(Fl9.1T }i�� pY� gj g$� $$� $� 390 ft 450Ibe 890 to 1 28D RO T40Ihs $g gg§§� �gj 884 110000 3260s 4209» 4AftOm@1.15`Wn. O.Q I Standard(wO0aet) Cup pig. 2k 480 as790Its 42111 170.0 620 170.0 438 170.0 744 170.0 478 190.0 8811 170.0 908 170.0 992 170.0 518 170.0 1118 170.0 821 170.0 IND 170.0 621 170.0 1488 170.0 M1 158.7 1820 170.0 821 138.6 1820 170.0 521 WA U In 170.0 708 170.0 524 170.0 860 170.0 884 170.0 882 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 677 170.0 1417 170.0 8110 141.7 1417 170.0 680 12t.6 1417 170.0 080 108.3 1417 170.0 880 NO On 80.8M1n 170.0 747 1700 983 170.0 886 170.0 031 170.0 1048 170.0 684 170.0 1185 170.0 723 1926 1286 170.0 747 148.3 12M 170.0 758 121.9 1286 170.0 788 104.5 1288 170.0 768 81.4 1288 170.0 788 2384 00 641n 170.0 707 170.0 612 170.0 858 170.0 601 170.0 1118 170.0 764 150.7 1130 170.0 803 133.8 1130 170.0 837 120.0 1130 170.0 896 1006 1130 170.0 Sat 86.1 1130 170.0 sot 78.3 1130 170.0 881 WA 601n 170.0 885 W&0 701 1486 615 162.3 761 125.5 015 144.6 746 109.9 818 132.3 736 87.0 818 123.9 728 87.9 918 118.5 720 732 916 114.4 716 62.a 018 114.4 718 64.8 018 114.4 715 1915Ws 8341 181.8 830 181.8 710 128.8 830 138.0 894 108.8 830 1232 891 94.8 830 1128 870 84.4 830 104.8 862 78.8 830 88.4 888 83.3 830 B4.5' 848 54.2 830 84.1 848 47.4 830 84.1 619 183 an 2f01- MN 1321 T87 140.0 WO 110.0 767 1148 888 94. 787 106.8 824 82.8 787 88.1 814 73A 787 89.1 808 8&6 787 842 800 85.0 767 78.0 593 47.2 787 782 881 41.3 767 78.2 891 WA 72 In 101.7 838 108.8 552 84.8 838 91.0 NO 72.7 830 Bal 630 838 936 722 521 566 838 684 SU 60.9 838 82.3 508 42.4 838 67.2 5M 38.3 638 06.3 497 31.8 836 55.2 497 $78 In 886 671 00.4 498 72.1 571 78.8 468 8. 71 67.4 478 64.1 671 80.8 471 48.0 671 60.8 464 432 871 81.8 459 38.0 671 47.0 461 30.0 671 44.5 U7 27.0 871 44b 448 781n 60.0 642 83A 474 88.7 642 70.8 465 07.1 542 62.1 458 60.0 60 65.7 449 44A 642 61.0 442 40.0 642 47.6 437 33.3 542 42.0 429 26.6 542 40.6 425 26.0 642 40.1 423 00 in 521 407 53.7 381 43.4 407 45.4 355 37.2 407 39.8 349 326 407 3&3 343 28.9 407 32.1 338 2a0 407 20.6 334 21.7 407 26.1 327 18.8 407 24.1 322 18.3 407 x1.0 319 90 In 426 358 44.1 320 356 356 372 314 30.7 398 32A 309 28.8 388 28.8 304 236 306 20.1 300 21.6 3% 24.0 298 17.0 390 21.0 289 152 308 192 264 108In 30.1 283 30.8 255 25.1 283 25.0 251 21.5 283 24.6 247 10.8 263 10.9 244 1&7 203 18.0 240 t5.1 233 10.0 237 111 in 21.8 287 28.3 242 2&1 287 23.8 238 t0.$ 267 20.8 236 17.3 287 18.3 231 15.4 257 18.6 218 1201n 22.0 229 22.3 259 18.3 229 18.8 205 1&7 229 182 202 TART F AR NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CDCIRCLED VALUES ARE U8ED N THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP.,,,,,,Q,\ a ANCHOR CAP._ `MULLION M.:: 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. 0 r 111011!18 FIGURE 1: FIGURE 3:..,.......!hi(�� FIGURE 2: 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.LYNN 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. Ain eher Capacity Table (M) •, Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. Subsbatm 270. Conwele _� No. 58705 3.ek Cana. I ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED SHALL BE PRESSURE HouoHCMU •<tl FIGURE 4: FOW CMU PT Wood Metal Anchor Clip Paderne Armta Type: 311 EIaO UlaeOan U4' Elco UWaoon 4116^ E10 t9lreoon 3118' 1300 l4tmaon 114° EIooU9aaaaa 1AP 88 Ebo 8110.' El. UT SS Elas 610 Steal 61281ee1 0128ted p99tBQata UNeam AMOGsta Sm (OB) 8am0(ON SmM(�4 Edge astium (h* F 2-112 Y 2.117 3• 1 2-U2 2-'1/d 3.10 2' 0.48' aw COW EmbWmmdM 1.314• 14W 13'4' 1315 7 144 1-1149 1-114• 1.114• 1-114° 1.114' 7 139' .0318' (aeende4J 2Anohae40475MIa1O.",IeWr000rored COp(Fl9.1T 390 um 390 ft 450Ibe 890 to 1 28D RO T40Ihs 4881.00 884 110000 3260s 4209» 4AftOm@1.15`Wn. O.Q I Standard(wO0aet) Cup pig. 2k 480 as790Its WA WA WA WA 380ae WA WA WA WA WA 65200 1120ikn 4 Anahm @ T Min. r-1j2)WArqWC0ps1ft4 780 ft Tao its NO On MOO roa 1886Im M0119 W01ne WA 780160 938 We 880163 2384 00 652 a» 1120 lbs 2AWrh Q0.4U'MULO.G.iUCUAWoiffATOL(RO.4Y WA WA WA WA WA WA WA WA WA WA WA WA NIA WA I 718ft 1Amlot/F-Cup(FI&8k 195 ft 1915Ws 228Na 44520 On Ms 135 lbs 14016s 1T7rba 37000.0 234 as 332 as 881 Ne 183 an 2f01- 1 280 his 2Anohom01.15MILO.CJF-ap(ft.% 2400.0 35000 WA WA WA WA 100Iba WA WA WA WA WA MMS 4x100 8800.0 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CDCIRCLED VALUES ARE U8ED N THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP.,,,,,,Q,\ a ANCHOR CAP._ `MULLION M.:: 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. 0 r 111011!18 FIGURE 1: FIGURE 3:..,.......!hi(�� FIGURE 2: 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.LYNN 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2.760` -"0 D 0 Product Ca1lr0 11 l I 11111 •, Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. _� No. 58705 ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED SHALL BE PRESSURE •<tl FIGURE 4: FIGURE 6: FIGURE 8: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD -TREATED -TS AND BE A YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083 MINIMUM OF .126' O e )� f3 W` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK (18 GAUGE}. STRUCTURAL STEEL TO BE ATA." gT TE F .048' LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1' X 2.75' X .860' MULLION ' . FC ORIDP.•' Uig �� ., i tpNp��11� �. s9 ..... `` / A. LY(3flll*lui P.E. FL P.E.# 68705 TABLE 6A . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• • • s • • ••• TART C F,F1 Anchor Capaofty Table (lbs) Mullon CapacIty Table bsM 8ubstwta OP -Ing Width(for v"a&ca*sppwd w"Aore)or0 en)ngHelght(forhod7ArbR*fspamlremWonv) • • • • • •• • HORMCMU 60 in 60111 loin 80 in coin 100 to 120 In • • • • • warQm La-A9geCata 1�1i • • 114• J foo Uaeaan 1fr 68 dao 5178• P10 UW,AggeOata ReetwIptar TwP/friw•. Inlet lder TwpTder•. It"terguter Tkopmeg. Rectanoder 1180T1wg. Reotan9der UWlfdana. Raclangder Twp?den0. R4oten8dar Tmordwg. ReofanOdes Tmp?dwg. ReWal9uler TYmmiam Vx3.126"x 2.112' toaft Loaft LoeZ Loadfn9 LoaftLoadrg Loaft LoadMg LOedbg LoadJg I..Laadkg Lowft Loaft I.4aft Laft Waft Loadbg 800"Alum Tube Mull � � � &_ � L • &_ a� • 14!4• A • _ 141r r 1.319• I-va' (seenate4) 2 094.7899UU7§wMRE a P as � � 58016* 42 In 170.0 820 170.0 435 170.0 744 170.0 476 170.0 888 170.0 609 170.0 1192 170.0 518 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 621 16L4 1802 iT0.0 521 3288* 481n 170.0 708 17&0 524 170.0 870 170.0 884 170.0 882 170.0 630 170.0 1133 170.0 6% ]700 1276 170.0 877 170.0 1417 170.0 880 187.7 1577 170.0 880 133.1 1577 1700 850 11&2 1577 17&0 690 WA 50626 to 170.0 747 170.0 853 170.0 898 170.0 831 170.0 1048 170.0 896 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 769 141.7 1495 170.0 768 IVA 1495 170.0 758 10&3 1495 170.0 768 7800* 64 In 170.0 797 170.0 012 170A 960 170.0 WI 170.0 1116 170.0 764 170.0 1276 170.0 803 16&1 1401 170.0 837 148.6 1481 170.0 868 1246 %M 170.0 981 tW.8 1401 170.0 88t 83.4 1401 170.0 881 2384 am BO In 17&0 886 170.0 701 170.0 1083 17&0 7W 188.8 1180 170.0 878 13&7 1166 187.0 828 123.0 1158 169.6 917 111.0 1168 199.7 810 92.8 1158 1448 803 78.3 ]158 1444 803 89.4 1185 194.6 803 WA 83711 170.0 830 170.0 748 168.8 1048 170.0 850 137.0 1049 165.0 880 119.8 1048 141.7 6� 10&8 1049 132.0 836 86.8 1049 128.6 828 78.9 1049 118.3 820 E&5 1019 11&9 818 890 1049 11&9 819 446&s 89N 186.8 BSS 170.0 788 139.0 955 1514 801 119.1 868 133.7 188 1042 9SS 121.4 776 020 986 112.0 785 83.4 0SS f0&4 787 880 9SS 98.9 748 6&8 868 98.7 748 621 886 88.7 748 e 72N 12&5 893 134.9 697 107.0 8m 114.8 892 81.8 803 101.1 670 80.3 803 91.2 ON HA 803 830 849 642 803 786 842 530 803 722 632 45.9 803 89.8 828 40.1 893 69.7 827 WA 781n 108.2 721 114.1 620 81.0 721 070 918 5.1 806 Oa3 721 7a6 M 80.7 721 70.1 689 64.6 721 65.4 579 4&8 721 690 680 39.0 721 68.8 684 34.1 721 6&1 663 781n 101.0 ON 105.4 � 84.2 861 00.4 687 8.4 578 6&1 884 70.4 887 5&1 604 84.4 858 50.9 894 506 651 421 ON 64.1 661 $&1 084 81.3 538 31.6 ON Sac 634 Bo In 85.8 514 07.0 460 $4.0 51/ 07.3 448 0.0 440 41.1 614 44.0 433 38.5 914 404 427 328 514 37.3 421 27.4 914 33.0 412 23.6 514 3&4 408 20A 814 280 403 95In SC2 452 55.7 404 452 452 47.0 US SM78.4 0.0 390 33.8 49 3&4 384 30.1 4% 320 378 27.1 452 30.3 378 228 452 2&8 38S lad 452 20.2 359 19.9 41081n 3&1 367 390 322 31.7 357 327 317 8.4 312 23.9 367 262 308 21.1 367 22.7 309160 367 1&0 20:41111n 35.1 338 350 300 702 338 30.1 301 28.1 296 21.9 338 23,1 %2 196 336 206 288 17.8 338 18.0 286 14.6 338 18.6 278 12.5 338 14.8 273 11.0 120 b 27.7 288 282 283 23.1 289 23.7 289 20.6 258 17.3 289 18.1 252 15.4 289 18.3 248 13.9 Z88 14.8 248 11.8 289 2,8L240 I 9.0=- 11.4 1 238 &7 289 10A 232 TART C F,F1 NUJ t: PUK 1 HE Ut•t'SE1 CLIP, USE TRE DAME ANGHUR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 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 THE MULUON 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. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. e SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. FIGURE 3: F0 -1 0 ANGLE CLIP MUST BE USED W PAIRS. FIGURE 4: FIGURE 6: FIGURE 8: 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 0.68. ALUMINUM SHALL BE 61183-T6 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAD BEYOND THE MATERIAL o.Z-s LYNN 4f, ` No. 58705 y% t I�13 t7 S TE OF '' S/ONA%, A. MR MI LM , P.E. FL P.E.# 68706 Anchor Capaofty Table (lbs) 8ubstwta 27k Cmaete 34k Cann. HORMCMU I Med CMU PT Wood M" ArdwrCV Patlells Mmlror Type 3118 Eloo Ulwom 114 Elm 18reeen warQm La-A9geCata 3118 Elco l6mmn 114• J foo Uaeaan 1fr 68 dao 5178• P10 UW,AggeOata IW 88 E1ee HO Steet 912 �1 8'ocav(Q5) Baan (liB) 012 steel eaew (08) Edge 12stwwo Onk V 2.117 V 244 3.118• t• 2.112' 1• 1 2-1Hr r 3418' r 0.45 I 0.64• 0.324' F_mWdmentQn}: 6314' 1914' 1111• 6314' r 141V 1-1/4' 1114• 14!4• 1-114' 141r r 1.319• I-va' (seenate4) 2 094.7899UU7§wMRE a P as 480aq 58016* 18440s 909» 28018s 354 as 7400* 488@s a84@e 1182b 3288* 4Mob= 091.186111.0.0.l Btendard pip ft 4. 400 ms 700 t WA WA WA WA 3808s WA WA WA WA WA 07200 64096 1t2016s 4 hwhors 0 r WL 0.0.!(2) 285 Ande plps(FIS 3): 780@0 7800* 85000 156001 1998@* 540@0 maw WA 760as 8368* 8805* 2384 am 652 as 069 as 11200* 3Andtom 090.45'Mm O.C. I U421p, bdo VW Alan. ft. 4k WA WA WA WA WA WA WA WA WA WA WA IVA WA NU4 1074 Vs t Am:Mrl F•CBP (F19.5k 18514* 195 m* 220 11* 446&s 822 t68 t35as 140 tbs 177165 370ft-T-234 ds 332 ft 591011 183Ib* 2(000 �Oas 2 An ch 091.18144E O.0.1FCap (Flg. Bk 240165 350@S WA WA WA WA 190 Ms WA WA I WA WA WA 3268* 4201* 8805* NUJ t: PUK 1 HE Ut•t'SE1 CLIP, USE TRE DAME ANGHUR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 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 THE MULUON 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. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. e SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. FIGURE 3: F0 -1 0 ANGLE CLIP MUST BE USED W PAIRS. FIGURE 4: FIGURE 6: FIGURE 8: 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 0.68. ALUMINUM SHALL BE 61183-T6 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAD BEYOND THE MATERIAL o.Z-s LYNN 4f, ` No. 58705 y% t I�13 t7 S TE OF '' S/ONA%, A. MR MI LM , P.E. FL P.E.# 68706 . . ... • . . ... TABLE 8B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE 8: FIGURE B: • • • • • • • • •• • • • • • • • • •IF • • FIGURE 6: FIGURE S' FIGURE 7: ANGLE CLIP (FIGURES 6&8) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: -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 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 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' 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. 11 Ize Ute Florida `\\\\SON`( LYNN 4fl, \,\CENSp`%�,Q ' No. 58705 t11AE ' ORI t� \\�. A. LM AIII R, P.E. FL P.E.B 68706 o'1I Anchor Capaolty Table ([be) Snlsbsfe: 2.7ko mrete 3.d0C•m. HOBO VAU PTWood Me1et ate Dooutreaan trd•Ewouveeon &fw De0 3ti8'EleoUvaeat u4 Efoo1Raeoon U4.8S DCO dn6' MC4 1t0 Steel AWWetar UHreWO smw(" FS8 112 Steel 112 Slee)And1o7CApPafl4treAa°haTypa. Seret7{tio 8CRW(Cid) Ffs Dist— (In 1• 2.112 1' 2-112' 3418' P 2-U7 T 244 z 3-118'0.48• 0.64, 0.324'FafOmdmenl (dt): Y314• 13W` t�4` 134• 7 1•u4' 1-114` 1-U4' 1-u4' 1-U4' 1-114•1.3f8" iSfB` (ees note 4) 2 Amchms @ 4.76'MIn. O.C. 161en td Op (Pg. tort} 390 lbs 3909m 460@* 89Dam 1844 lbs 270 Ore 284 3%ras 740f 468lbs 684@s 1182lbs Mros 42D cm 6801b* 4Aneimfa (g 72W N41. O.C./ StandardCOp (Ft 4 70010s 7001bs 6800• 14101be 9W 0m WA 6ti m WA 830 lbs WA $60Iba WA 65205 8409m 1120Ib* 8 Atmh•a ®1.16` h1h. O.C.I Smndstd Up (Ftg.4� 980 On 1400lbs WA WA WA WA 780ms WA NW WA WA WA 1344@* IM U 2210 am 4 And= @W Min, 0.C.1 M2s6AnBe mps (Ft. 780 ft 780 Ms 900 Ws 1780 lbs 9288 Us 6106m 680 rag 708 In 14808m WSths ISM 2384@* 652@* NOItm 1120@* 9 Andm C W WL OR.1(2) WArte taps ft 6y. 1170 @* 117O W t029 Mm 2340 Pa 2844 In 810@* 8401bs WA 1140 am 1404 Ms 1320 am 35480m 0781bs 1260 @* ISM lbs 4 Anotmre 00.48 Wn O.C.I UWp, Wo 118` Alm (Ro. 4 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 W 2 An41m Q 2.26. WL O.C. I F•t21p(Fig. 4 950 Ma 3500m 290lb3 705ms 4780m WA 280M WA 315 MS 0IbS 4401bs 0@s 3284m 420@* 680 ms 4 Anchm 0 1A Min. 0.0.1 F40p(R46}: 480 Ms 7000m WA WA WA WA 390 tbs WA WA WA WA WA 95216* 840 ms 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE 8: FIGURE B: • • • • • • • • •• • • • • • • • • •IF • • FIGURE 6: FIGURE S' FIGURE 7: ANGLE CLIP (FIGURES 6&8) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: -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 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 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' 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. 11 Ize Ute Florida `\\\\SON`( LYNN 4fl, \,\CENSp`%�,Q ' No. 58705 t11AE ' ORI t� \\�. A. LM AIII R, P.E. FL P.E.B 68706 o'1I •. .• • • • .• •• • • • . . • .. • • . • • ••• • • • • ••• TABLE 7A Mullion Capaelty Table Ibs • • • 0 • • • • • i i Opening Width (for vefOcaly-spambfg rwAona) or Openhl6 Height ((or hoflzanw*spemllg nlwwm) • 0 • • • Whi 601n 70111 WN Bain 10010 1201-0 • • 140• • • low • RectaftoWar TrWftlalg. Rectangular TWOMR9• Reatina arTmPTdang. ReolengUl T1*11980g. RedWMW t Trete. 1teoNngeNr T/aprRIM. Reabng at Tta T da NT 1 x4x.378 Loading loading Loa®t Loaft Loaft Loediaa Loadit Loaang Loading Loadfn8 Loaft Leading I... Waft Loe10nB Loading LmAvg Loading AIum.TUbe 421n 170.0 820 170.0 438 170.0 744 170.0 478 170.0 1188 170.0 608 170.0 992 170.0 518 170.0 1116 t70A 621 170.0 17.00 170.0 521 170.0 1468 170.0 112• 170. 1O6 17.0 BI. 1/0.0 1.8• 1111. 621 48 In 170.0 708 170.0 524 170.0 880 170.0 884 170.0 692 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 Sn 170.0 1417 170.0 880 Imo 17M 170.0 860 170.0 1883 170.0 880 181.8 2024 170.0 080 3.5k Caro. I Seen In 170.0 747 170.0 683 170.01We 170.0 631 170.0 1049 170.0 861 170.0 1198 170.0 723 170.0 1346 170.0 747 170.0 1494 17010 766 170.0 1793 170A 788 150.0 1818 170.0 768 135A 1819 170.0 766 Hallow CMU Sl in 17xO 797 170.0 612 170.0 966 170.0 691 170.0 1118 170.0 764 170.0 1278 170.0 003 170.0 1434 170.0 637 170.0 1894 170.0 e69 169.0 1798 170.0 881 137.1 1788 170.0 691 120.0 1799 170.0 881 FMWCMU BON 170.0 1186 170.0 701 170.0 1083 170.0 M 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1884 170.0 968 185.5 1619 170.0 1033 128.6 1618 170.0 108:1 111.0 1819 170.0 1093 97.2 1819 170.0 1083 Anchor CII Patterns P 631- I= 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 840 170.0 1488 170.0 1018 168.7 1642 1760 1076 141.0 1642 170.0 1122 117.6 1842 168.5 1158 100.7 1542 1OIA 1167 86.1 1842 107.0 1187 114• deo Llbecon BBN 170.0 974 170.0 789 170.0 1189 170.0 603 170.0 1384 170.0 1002 180.8 1472 110.0 1088 142.0 1472 188.8 1148 128.6 1472 188.6 1130 107.1 1472 147.8 1108 81.6 1472 148.0 1104 80.3 1472 148.0 1104 Sc 72h 170.0 1063 170.0 0 1276 170.0 1009 150.8 1320 180.2 1101 1320 1Y20 149.0 1082 117.3 1320 137.8 1088 100.0 IM 12&8 1049 8&0 1320 117.0 1024 76.4 1320 112A 1013 gag 1320 112.6 1012 Edge DIM= ft 78 In 170.0 1122 170.0 .6 1164 169.4 1013 1282 1164 139.9 991 1122 1184 126.7 978 99.7 JIM 118.3 964 Bab 1184 107.6 662 74.8 1104 97.8 gag 64.1 1184 011 027 86.1 1184 623 925 1' 78 In 166.1 1124 170.0 1124 147.0 886 118.0 1124 128.8 047 103.8 1124 116.8 831 82.3 1124 MIA 918 03.0 1124 68.6 We 68.2 1124 00.0 880 09.3 1124 84.3 881 81.9 1124 832 4178 1' 901n 108.1 644 111.51 8N 94.3 738 77.2 844 821 724 67.0 644 73.3 712 60.1 844 88.6 702 84.0 844 81A 693 48.0 644 842 878 98.0 644 60.0 BBB 318 844 47.7 862 2-1w 06 N 09.1 742 01.6 742 772 0E 83.8 742 072 041 55.7 742 59.0 631 49.8 742 64.1 822 44.5 742 49.8 614 37.1 742 43A We J4333&0 31.8 742 39.8 We 27.8 742 37.0 We 2• 108N 62.8 866 03.0 1 We 53.8 621 44.7 588 4&8 513 36.1 586 41A 606 34.0 588 37.3 493 31.3 888 342 492 28.1 888 29.6 461 223 668 26A 472 1aS 680 24.7 486 0.324• 111 N 67.6 806 68.8 0 688 19.6 495 41.2 655 428 467 36.0 6S5 36.0 480 �0 689 34.2 473 28.8 635 31.3 467 24.0 5S5 27.1 467 26.8 635 24.3 416 '16.0 819 224 /42 1314' 120N 45.6 475 48A 0 47S 30.0 428 326 478 33.7 420 28A 476 78.8 04 20.3 476 28.8 409 228 475 24.5 404 19.0 478 21.1 395 16.3 478 16.7 387 14.3 4144 1314• N 26A 330 28.7 330 224 301 me 330 18.3 297 18A 330 17A 263 1-114• TART F 7R ANUKOK .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 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE NOTE: FOR THE OFFSET CLUE, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 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 aunwm mi Q=C a 40_ CV]I IDFQ QI-Iriw CI ietr3FQTrn ApfR2nyimATF FRN F t nr-ATtONS. FIGURE 5: FIGURE S: FIGURE 7: • • • • • • AnohorCepaoUy Table Obs) ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. smuste: 278 Carorels 3.5k Caro. I Hallow CMU FMWCMU PTWood Meld Anchor CII Patterns P Amba type 3116' dw Uaeoon 114• deo Llbecon &18.600 � SHB alto Ubecon 1J4 alto Ukaw f 1/4.88dco 611TE140 9'SSMw S108teel 0128ted 81281ee1 AWM808 or UOr�on AggeOatar SUa w(G8) SUM(G6) Smewr(L25) Edge DIM= ft P 2-1w 1' 2-tw 3•ilr 1' r 2-1w 2 3-118' 2• 0.481 0.64' 0.324• Embedment (Nk 1314' 13/4' 131P 1314• r 1-114• 1-9' 1-U4' 1149' 1-9' r 1.318' J -W (es6 of 4) 2 Anahom@4.7VMh O.C./ Standard COp (Fig. f oro SW09 Mths 4500• 89000 104409 27000. 35400 74060 408168 Mlbs 1/8200 328tbs 42000 500@s 4Anchm @ 225•"O.C. / Wmd3rdClIp ft.3 7001.69 MMS Me E 1410les 052 Oe WA WA 680 Re WA 8861le WA 652 @s 840 Os 1120 me BAnM=@1.16'"O.C./SMaftdCUp(Rg.4y 980 Me 1400@9 WA WA WA WA r780 WA WA WA WA WA 1304UA 1680 2240Ila 4 Ancha9 @ r MI I. QC.1() 210 Angle Gips ft 4 78016- 78000.60000.1780m9640 U s 708 0s 1400 ms 938 [ e 13281 s 23840s 852IDs 840 me 114000. B Anchas@ V Mm O.C. 1 P2)216 Anga ClIps(Fig. 4 1170Pos 1170010. 1020@0. 2340 me 281d ge 81000 WA 11401.60. 740400 13200s 35/800. 97800 1280O1a 1880 tle 4 Anchors @ 0.45 MIn. O.C. r UGIp,We IJB'Almq.'I', : WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 U 2 Anchor 022s Min. O.0.1F•COp (Rg. Bj:380003802800s7M 0s 4781bsWA WA 3150s Oft 4400s O61s 0m 42000. 58009 4 Anohma@ 1.16' MN. O.C.I F•C0p IN& 480 Me TOO ge WA WA WA WA 980Oe WA WA WA WA WA 882@9 8400>a 1120Oe ANUKOK .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 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE NOTE: FOR THE OFFSET CLUE, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 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 aunwm mi Q=C a 40_ CV]I IDFQ QI-Iriw CI ietr3FQTrn ApfR2nyimATF FRN F t nr-ATtONS. FIGURE 5: FIGURE S: FIGURE 7: • • • • • • ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. 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 0.68. ALUMINUM SHALL BE 0003-T6 AND BEA MINIMUM OF .126' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12W THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IY xx LYNN ' No.66703 *' CANTOAAF 'A.ONNIWC P.E. FL P.E.# 58705 TART F AA Mupton Capaalty Table (Ib6/ft� •• • e • • •• Opening Width (forv618c9tly-3pannIM muIDow) or Opening Height (tor trollzotd90yspaming Iluflons) • • • • • • • • 80 in 60 N 70 N 80 to 90 in too in 12D to 61601n • 126" X Aamen9mar I Tmp/81an9. fteatmgalar Toap'Mang. Rxfanadar TmpJ8leng. lteetanguiar Tieprtdel•. Itemengimr ttep4Meng. Reotenguler'neMnen9. Reotamutar TwWdwa Reaimlgma TlapfTda�. Reateaguier Ire . Lwft Loaft Loaft Lowsm Lwft Waft Loadag Loadke • • • • • • • • • • �• �'• � �' �• • • �• • y$ g t gg @p yp ¢ Anchor CUP Patterns Arotwr 790x: 42 to 170.0 620 170A 438 170.0 744 170.0 478 170.0 888 170.0 800 170.0 982 170.0 618 170.0 1116 170.0 821 170.0 1240 170.0 821 170.0 1486 17&0 821 1 1 .0 184.8 14.0. 8!I v4'ewo UOreeon 48 In 170.0 708 170.0 624 170.0 880 170.0 884 170.0 092 170.0 630 • • ••• • • • • 0% TART F AA Mupton Capaalty Table (Ib6/ft� •• • e • • •• Opening Width (forv618c9tly-3pannIM muIDow) or Opening Height (tor trollzotd90yspaming Iluflons) • • • • • • • • 80 in 60 N 70 N 80 to 90 in too in 12D to 61601n • 126" X Aamen9mar I Tmp/81an9. fteatmgalar Toap'Mang. Rxfanadar TmpJ8leng. lteetanguiar Tieprtdel•. Itemengimr ttep4Meng. Reotenguler'neMnen9. Reotamutar TwWdwa Reaimlgma TlapfTda�. Reateaguier Ire . Lwft Loaft Loaft Lowsm Lwft Waft Loadag Loadke Leadkl9 Loaft Lom61g LwAng Leading Iwadng Loading Loading Landn9 LM&M 3.188"It 168" Alum &6k Caw. .. TWO MUD �' �' � �• �'• � �' �• • • �• • y$ g t gg @p yp ¢ Anchor CUP Patterns Arotwr 790x: 42 to 170.0 620 170A 438 170.0 744 170.0 478 170.0 888 170.0 800 170.0 982 170.0 618 170.0 1116 170.0 821 170.0 1240 170.0 821 170.0 1486 17&0 821 1 1 .0 184.8 14.0. 8!I v4'ewo UOreeon 48 In 170.0 708 170.0 624 170.0 880 170.0 884 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 880 184.8 1848 170.0 880 132.7 1848 170.0 880 118.1 1848 170.0 880 Embedment gn7 60.62844 170.0 747 170.0 883 170.0 898 170.0 031 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 167.0 1488 170.0 768 1392 1488 IMO 760 116.3 1468 170.0 788 104.4 1468 170.0 760 7 541n 170.0 707 17&0 812 170.0 988 170.0 891 170.0 life 170.0 764 170.0 1278 17&0 803 163.1 1378 170.0 837 146.8 1378 170.0 868 122.3 1376 170.0 661 104.6 1378 170.0 891 01.7 1376 170.0 881 1-iw alto 170.0 088 170.8 701 170.0 1083 170.0 707 1689 1188 170.0 878 139.0 11a8 167.4 930 123.8 11W 158.8 919 1112 1168 160.0 912 92.7 1158 144.8 805 70.4 1188 144.8 908 89.6 1188 144.8 906 2 Anis 10438 6311, 170.0 930 170.0 748 18DA 1051 170.0 860 1372 1051 1&4.9 882 120.1 1051 142.0 848 109.7 1051 144.3 837 9&1 1061 126.7 830 00.1 1061 119.6 022 689 1051 119.1 821 W.0 1061 110.1 821 C actin 107.1 037 170.0 We 130.3 957 151A 806 119.4 957 134.0 100 1(44 937 121.6 777 929 967 112.8 767 83.0 901 108.8 769 69.6 987 1009 760 893 967 989 748 G.2 967 98.9 748 740 Its 721. 12&7 604 133.2 888 1073 604 1152 694 91.8 804 101.3 671 80.4 SM 91A 680 71.5 act 84.1 860 94.4 804 7&8 643 639 801 72.3 833 49.0 804 69.0 829 402 801 899 828 BBOOs 7611, 109.4 722 114.4 830 812 722 87.2 610 7&2 722 863 808 80.4 722 78.7 688 W.6 722 70.3 880 64.7 722 8&5 68A 670 30.1 772 8&7 686 34.2 722 662 684 Iia 7811, 7012 885 103.8 800 89.4 888 89.0 680 723 885 78A 671 69.3 888 70b 888 682 886 84.6 6440 60.6 4186 80.1 643843 36.2 888 61.4 837 319 883 89.7 830 WA 90In 6U 816 68.0 457 84.9 518 879 449 47.1 818 60.1 441 412 616 44.7 434 38.8 616 40.6 428 33.0 616 37.4 33.1 413 23.6 gig 30.6 407 209 616 29.1 404 11201 90In 843 463 0.0 404 45.3 463 47.1 397 We 453 41.0 391 33.9 483 38.4 388 302 403 33.0 379 27.2 483 30.4 28A 388 19.4 453 243 380 17.0 453 22.0 358 I= as 1081n 38.1 330 39A 323 319 358 328 Me 27.2 358 28.4 313 239 358 262 308 21.2 368 22.7 304 MI 388 20.8 18.0 203 It WA 7601 s 111 N 35.1 338 389 3DB 29.3 338 30.1 901 28.1 338 2&1 287 22.0338 232 78:1 109 336 20.0 288 17.8 338 7&1 852X6 840 as 11208* 12081 27.0 280 283 284 232 200 23.8 280 We 290 209 256 17.4 280 182 263 16.4 280 1&4 249 WA WA M4 In i&1 I 201 183 1 188 WA WA WA I TABLE SB I 1"M A A %'Mvn rAI [=MIN Alru AnlsrwK wu uea � I1,c �7AnuAw sur. FIGURE 1• FIGURE 2: Anchor Capacity Table Obs) sulslrete 2 7k Conerels &6k Caw. HOUMCMU Fded CMU PTwooa Mew Anchor CUP Patterns Arotwr 790x: 3718 EIco uweam u4'EIco UOraaan s/ta Fko URMW 3118 Hao UMeoon v4'ewo UOreeon o 610 stem 612 slam trtz Stam AwaGater Utww Gam(G5) Somw(CM 6"" MM 174 es 1 bo enc eboVIVA RIP Dtaleroe gnX I- 2-vr r 2-vr 3.10 r 2-1W r 2 -VT 7 3-10 0.49' asr 0.tea^ CLIP MUST Embedment gn7 1.914' t 4' t -we I -w 7 1.144' 1-174' 1. 4' 1.114' 1-iw I-ur 1-318 178 (aee rote 4) 2 Anis 10438 Min. O.C. t Standad P Ig. 1X 390as 390Ibs 4 1,0 880Ibs ft 270 Ibs 260Its 354106 740 Its 48810e 604 Its Iba 42D Os BBOOs 4Anoho�s 01.18 Mia. 0.0. /8teMaN COp (Fig.$ 48011m 700 It. WA WA WA WA 3800* WA WA WA WA 6521bs 6400- 11201 Mtn. O.C.1(74 NIS A,& Cops (Flg. 3X 7801be 78011- � 9s I= as 16%Ins 5400s Nor. WA 7601 s we as 860Th. 852X6 840 as 11208* f=P, Into 1B' AIWL (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA 1432ka1 Anobw I FCBp ft.6 196Ibs 1931bs 2261ha 4461bs 8229- 135 S400s 17786 3700-1na 8ffi 1B31bs 210X6 ze9as 2AwIws Q 1.18 Min O.C.7 FCOp f eX 2409- 350140 WA WA WA WA 180Ibs WA WA WA WA WA 328 Ws 420 We I Mas I 1"M A A %'Mvn rAI [=MIN Alru AnlsrwK wu uea � I1,c �7AnuAw sur. FIGURE 1• FIGURE 2: FIGURE 3: ANGLE CLIP MUST EO. . • BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: • 0 • TABLE NOTES: (DP®) X ''"•�•,�� =ANCHOR CAP.® MULLION CAP..a,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDWO TOAN 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 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 $01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083.73 AND BEA MINIMUM OF .128' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. P L11111It1/� ��?•: �cENSF •,F�p No. 68705 �'• � (015(3 Q ST O A. LYNN thfilrtc`P.E. FL P.E.$ 58705 . ... . .. • . ... .. .. . .. .. . . . . . .. . . . . ••• . . . ... . . . . ... TABLE 9A TABLE 9B Mullion Capacity Table bslits • 0 • - � a99Pro eclCAnue 1lltllftl/// Openblg Wlldlh (Torvarlic*-Waming m Vlore) or Opening Height (tor hwimKally-spaming mumOrls) •49 • • • • • • 60 in soIn 70In 80TH got. login 120 In 4 • 410 in • • Isal. • \ �� . CENSE''• ;F� �� Raoten0uler 7taA'18mfo. Rootermtflet 71aW81et>g• Reabn9nlaz TrapRdm9. Reata�rder TreplMeffg. Reolen9ular Tra4ltimg. TrePIldertg. Reofalreabr TmpRdmg. Tmp7atm8. Ileo L'ePt7I8p19• 2x4x,26 LoafM9 Loadnfl Loeffi• LoefOnO Loma" Londa9 Loaft Londln9 Loadbm 10817.9 Lowing L0aem Loading L`4dit Laafla9 Loadn9 1.084110 Leaflf� AIUOL AWHIon • • • • 2.7k to 11 11 if 11 11 11 11- 11 11 11 11 11 11 11 if 11 1 111 1 1- H• 33k Caro. 42 to 170.0 620 170.0 430 INA 788 170A 478 170.0 888 1740 808 170.0 892 170.0 619 170.0 1118 170.0 621 170. .1240 170.0 821 170.0 1408 170.0 821 1 1738 170* 921• 170. 19 9210 I 4810 170.0 708 170.0 624 170.0 800 170.0 884 170.0 882 170.0 830 170.0 1133 170.0 081 170.0 1276 170.0 On tM.O 1417 170.0 age 170.0 1700 170.0 980 170.0 1883 170.0 660 170.0 ?287 1740 680 ..60.826 in 170.0 747 170.0 863 170.0 898 170.0 631 170.0 1048 170.0ON 170.0 1189 tM.O 723 170.0 1348 170.0 747 170.0 1484 170.0 788 170.0 1783 170.0 Me USA 2002 170.0 788 170.0 2301 170.0 766 54 N WO.O 797 170.0 812 170.0 NO 170.6 691 170.0 t118 170.0 764 170.0 1278 170.0 170.0 1434 170.0 837 170.0 1884 170.0 898 170.0 1919 170.0 861 170.0 2231 170.0 881 170.0 2880 170.0 861 60b 170.0 665 170.0 Ml 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 t417 170.0 044 170.0 1684 1740 988 170.0 1771 170.0 1033 170.0 2128 IMA 1083 170.0 2470 170.0 1063 100.8 2880 ITU 1063 88N 170.0 930 170.0 745 1740 1118 1740 880 170.0 1302 1740 840 170.0 1466 170.0 1016 170.0 1873 1740 107@ 170.0 1808 170.0 1122 1740 2231 170.0 1189 188.7 2803 170.0 1171 1449 2863 170.0 1171 88m 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1984 170.0 1002 170.0 1968 I-.. 1088 140.0 1783 1740 1163 170.0 1848 170.0 1210 170.0 2336 170.0 1276 181.0 2437 170.0 1266 1328 2497 170.0 1288 7210 170.0 1083 170.0 878 170A 1278 170.0 1088 170.0 1488 170.0 1128 170.0 1788 170.0 1228 1740 1913 170.0 1319 170.0 2128 170.0 1387 %5A 2184 170.0 1488 124.8 2184 170.0 1529 1042 2t61 1740 1930 1' 24W 3•v 76TH 170.0 1122 170.0 837 170.0 1318 170.0 1080 170.0 1870 170.0 1709 170.0 1784 170.0 1322 185.1 1880 170.0 1421 1489 19W 170.0 1809 123.0 1980 181.@ 1848 108.1 106.0 1&.0 1838 112.0 1880 1627 1831 78m 170.0 1161 170.0 987 170.0 1381 170.0 1110 170.0 1811 170.0 1260 170.0 1842 170.0 1380 182.7 1881 1740 1471 197.4 1881 183.1 1800 1143 1881 147.3 1473 98.2 1881 130.8 1489 89.9 1881 137.8 U64 90TH 170.0 1328 170.0 1144 149.1 1398 1840 1219 1273 1898 136.0 1188 111.0 1398 121.3 1179 951.4 1398 1102 1182 89.8 1398 101.8 1147 74.8 1398 89.8 1122 839 1388 82.7 1108 85.0 1388 78.0 1088 sotn 147A 1228 1813 1098 122.0 1229 127.8 IBM 108.3 1229 1112 1081 02. 1220 040 1044 81.0 1229 893 1020 73.7 1229 82.4 1018 61.4 1228 72.2 993 827 1228 68.9 077 441 1220 62.1 887 1081. 1033 971 108.0 877 843 871 e9.0 662 74.0 971 77.2 849 64.7 871 884 837 673 071 613 826 81.8 971 58.5 818 43.1 071 49.0 Me 374 071 44.0 782 32.4 071 40.8 771 III In 99.4 918 97.3 832 746 018 81.0 6t9 68.1 019 709 806 I9 628 781 1{3.0 919 66.7 764 47.7 818 61.8 774 30.7 918 44.6 MO 34.1 NO 402 742 20.8 BIO 37.1 732 1201n 76.6 786 703 716 82.8 Me 64.5 703 539 788 63.8 693 472 Me 49.4 BOB 41.9 789 44.4 877 37.7 788 40.6 BBB 31.9 Me 34.0 653 27.0 7811 31.0 841 23A 786 28.4 631 1441. 43.7 848 882 604 38.4 848 374 498 312 818 314 OI 27.3 816 282 488 24.3 648 25.3 479 21.8 848 229 474 142 US 183 484 18.8 848 17Z 463 13.7 MB 148 448 TABLE 9B ••• • • •• =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 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Elation FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. EEB: 1) SEE 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR 1)SEE SHEET 2.000' a99Pro eclCAnue 1lltllftl/// AnahorCapaORy Table (Ibs) • • • • • GENERAL INSTALLATION METHODS. \ �� . CENSE''• ;F� �� FIGURE S. FIGURE 8: • • • •.; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4 00d. 260' 8uhshatfe • • • • 2.7k to 33k Caro. • • H.11-cm d MAU PT Wood 888181 Anchor Cep Pattelfl4 AnOha 3118' ENe tAfeam 1141 000 U8re4a1 8116* Ela, UOmm 3116* tEoo ukaom 114- Elco lAhaom 1/41eemo 8f16*90oBSEIa 0108ted 0128ful 012flleel reGatur Agpfe09for tJAm m earew(t48) Bcratv(C45) 8amw(O6) IN PAIRS. Edoo matmoe 6n1: 1'2 -Ur 1' 24W 3•v r 2-tre r2-im r 3-118•r 0.48' 0341 43241 34P 14C 14W 1-114' r 1-114• 1-v4• I -v41 1.1/41 1410 1-Urr I -w 1.3(8' (m mt0 2Anobom Q43V Mtn. MO./ Stmdmd C9p(149. t"n 390 On Ors 455 to 890 th0 IB1416s 270@e 288 F. 384ma 740gm /88 na On IIa20re 328 @s 420Iba b80@a 4Arrohae®2.�"tdin.0:4i8teadard COP ft. 9): 740@s 740P. 830 @s 1486@8 1424 @s WA BBO Os WA 898@8 WA 888 Ofa NIA 652 ft 840lbs 1120 On 6AflohmQ131. 89n. O.C./ Standard ClIp ft. 4k 886@8 080 788 the 19W6n WA WA 788lbs WA MerAs WA WA WA 078Ibs 1280@s ISM Op 4 Afrobofe 03'Mtn. CA/(2) 2asA�s Cops(Fig. 6): 780 ft BOB V. laseft 1898as Waal WA 7602! MMS ft BOB Ib. 2384 ma 652 Be 840 ft 1120018 6An4hw@r Mbr.0.0./(2)2x6Ang1e Cp9ft% 11708. 11701bs tO209fe 2MOW 28141bs 81 64088 WA 1140M 1404@8 13200m 3646 Ore 670 We 1280 ft B88 na IBM - 3 3AROM 01.30 8461.O.C./ UC9p, Wo I/6* Alam. nth 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA4 6Anohm S 0.6C Min. O.C./ U4ft Imo 118' Alum. f WA WA b2A WA WA WA WA WA WA WA WA WA WA WA 21 @s 2Awhm @2A' Mm 0.0.1 Beep ft. ft 3701bs 370 08 315 M 743 ftia 71216s WA 280 ma WA 348 WA 440 The WA 32@ IN 429 WS bm ws 3Afroh0m@I.71`MIn.O.C.f FCOp (F�. tOk 390Ne 380 Ns 340Ihs 780 ma 040MB 270018 280 ms WA 360018 468ne 440Ibs 1182BS 32SED 4200m woo. ••• • • •• =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 MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Elation FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. EEB: 1) SEE 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR 1)SEE SHEET 2.000' a99Pro eclCAnue 1lltllftl/// 1�ON • • • • • GENERAL INSTALLATION METHODS. \ �� . CENSE''• ;F� �� FIGURE S. FIGURE 8: • • • •.; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4 00d. 260' No. 68705 • • • • 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 � .,0 :• N � Lt! • • LOCATIONS.,lv` FIGURE 7: FIGURE 8 FIGURES: FIGURE 10 ' • ANGLE CLIP 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 0.55. " '� ••., tLOR1PP. �i� ... v • • . • rp. (FIGURES 6W MUST BE USED ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04W THICK (18 TR AL SHE TEEL E AT LEAST THICK AND A36. ALL ANCHOR$ INTO METAL SHALL EXTEND AT LEAST 3 SCREW GATItliEAUSTRUCTURAL 2"X C X 29• MULLION <///S'at �it')1{'1'1 1 %�` • . • IN PAIRS. .126' OI D T RTL. A. LYNN M1lLER, P.E. FL P.E.# 65705 . . ••.• . . ••• .. .. .• . .. .. . . . . . . . . . . . . ..4141 ... .... TABLE 10A Mullion Capaolly Table aft) • • • • • opsning Width (for am6 spamtlOg mt Nests)or Opening Height (71x101" sorielty spaflntrg m1Ai9re) 60in so In TO In 90In 9010 100 in 120 In 4 • 610 In IMIn • Reolmlgfdar Trepfl5mg. RtmiatgOler T7a07Ttlan& Reat•tgtller Tiopi7de0g. Reotetgl8ar T18ptiilaflR. RealengWer TIeWTda119. ROCW Wal TlapRdetg. ReolangWaz Tie1Y01ang. TwMRian9• TrepJTllta!]. 2x81.28 Lowing Loafing Lowing Loedag Loedtg Load( Loading Loafing Loof6ag Loadig Loa&g Lowing Loaft Loading Loafing Loaft Loofto L -ft Alum Tube Mullion substratc 27k Cor6rat3 3.611C . 42 In 170.0 620 170.01 436 170.0 744 170.0 478 170.0 908 170.0 NO 170.0 902 170.0 519 170.0 1118 170.0 6M 170.0 1240 170.0 621 170.0 140 170.0 621 17P.0 1736 17018 62141 IM01 1986 1101 621• 48 In 170.01 708 170.0 I VA 170.0 NO 170.0 584 170.0 981 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 890 170.0 1700 170.0 00 170.0 1983 170.0 = 170.0 2287 1700 860 PTWaod 1AWin 170.0 747 170.0 683 170.0 888 170.0 631 1 170.0 I 1048 I= 894 00.01 t195 1170.0 723 170.0 1346 17MO 747 170.0 1404 170.0 768 t7o.0 1790 170.0 768 170.0 2092 170.0 788 170.0 2301 170.0 768 U4°HooUflmoal 54 In 170.01 797 170.0 612 1700 988 170.0 891 I 17&0 I lits 170.0 764 170.0 1 1278 117to 1103 170.0 1434 17a0 837 170.0 1694 170.0 666 170.0 1913 170.0 981 170.0 2231 I= 661 170.0 2650 170.0 881 110' 86 Elan O/Ur Woo 114' SS Hao 0106tm) 912 Steel 9128W A�88Elo tnfman A99neSator eatea((98) 8wew(li5) 6orew(66) 801n 170.0 886 170.0 701 170.01 1093 170.0 797 170.0 1240 170.0 678 170.0 HIT 170.0 944 170.0 1684 170.0 990 170.0 1771 170.0 1033 17&0 2126 170.0 1083 t78A 2479 170.0 1063 170.0 2633 170.0 1083 r 63 In 170.0 930 170.0 746 170A 1116 170.0 880 170.0 1302 170.0 940 04A 1468 170.0 1015 170.0 1873 170.0 1078 170.0 1969 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2976 170.0 1t71. 68 in 170.0 974 1170.0 788 170.0 1189 170.0 903 170.0 1384 170.0 I= 170.0 1558 170.0 1068 170A 1753 170.0 1168 170.0 1846 170.01 1210 170.0 2338 170.0 1278 170.0 2727 170.0 1288 170.0 3117 170.0 1288 3•11W 721n 170.0 1063 170A 878 170.0 1275 170.0 1009 17x0 1488 170.0 1126 170.0 1700 170.0 1718 170.0 1013 170.0 1318 170.0 2126 170.0 138? 170.0 26M 170.0 1188 170.0 2075 170.0 1678 170.0 340D 170.0 1630 �e 75 In 170.0 1122 170.0 937 170.0 1318 170.0 1080 170.0 1670 f710 t209 170.0 1794 170.0 1 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2092 170.0 1820 1 170.0 3140 170.0 1684 170.0 3689 170.0 1705 1.314" 78 in 1TOA 1151 1704 987 170.0 1381 170.0 1116 170.0 1611 170.0 1269 170.0 1842 170.0 1 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2783 170A 1700 170.0 3723 170.0 1777 17xO 3683 1710 1788 1.11"4' SO 170.0 1328 170.0 1144 170.0 1594 170.0 I= 17&0 1889 170.0 1406 170.0 2125 170.0 1053 170.0 2391 170.0 17M t70.6 2858 170.0 1818 170.0 3188 170.0 2126 156.0 3413 170.0 2773 13&6 3413 170.0 2381 1.174^ 06 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1865 170.0 1022 170.0 22U 170.0 1794 170.0 2550 170.0 1962 170.0 28M 170.0 2085 190.0 3199 170.0 � 137.1 3199 tWA 2470 120.0 3199 158.1 2428 (eee mte 4) 1081n 170.0 1684 170.0 1409 170.0 1813 170.0 1817 17&0 2231 170.0 1870 170.0 2650 170.0 2078 164.6 2781 170.0 2271 MR.3 2781 161.0 2333 123.8 2761 140.4 =I 105.9 2781 126.9 2234 027 2781 116.0 2190 490 0s 0 ISM 170.0 2921 174.0 2149 151.8 2832 1823 7145 0 2293 170�..1,7 111 hn 170.0 1638 170.0 1454 170.6 1988 17&0 1700 170�41. 1368 2932 1414 2210 113.0 28M 1284 2168 OTA 2832 11&1 2123 85.4 2832 190.3 20M 280 12044 170.0 1771 170.0 1988 170.0 2126 170.0 1899 1 135.1 2252 141A 1984 120.1 2282 127.2 1838 108.1 2252 118.1 1918 90.1 7281 89.8 1872 772 2262 88.8 1818 67.6 22SL 81.4 1808 6841b3KWA 14410 126.1 1881 128.8 1446 104.3 1664 1011 14M 762 16% 80.7 1330 88.6 1664 723 1373 826 1864 88.7 1368 621 1684 86.0 1390 44.7 1664 40.2 1306 30.1 t584 44A 1283 TARLFIDR 4141• • 4141 • • ANCHOR CAPACITY ADJUSTMENT FORMULA: X / ANCHOR CAP.,,.,,,,,,) o ANCHOR CAP.- `MULLI 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 NOTE& FIGURE 1: RGIIRE 2: FIGURE 3: FIGURE 4: FIGURE lk FIGURE 0: FIGURE 10: FIGURE f1: 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. • • • 4141 • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • 4141 • • • • • • • • • • • 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 FIGURE 6 FIGURE & FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLI' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fl • • • • • • • • (FIGURES RES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFA MUBi BE YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8063.76 AND BE A MINIMUM OF • • • • • • • • USED IN THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGED. 3TRUGTURAL STEEL PAINS BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 11{1.117111111 V. VICENSF''4�F.ft ' No.58706 Q�NMI STATE,'et= /jr111115111 A. LYNN MILLER, P.E. FL P.E.# 58705 Amber Capaelty Table ([be) substratc 27k Cor6rat3 3.611C . Hdmycmu mwcmll. PTWaod Metel A11Gt0rCQpPaIemS Anahwlypa: 3nGHeoUitreeon U4°HooUflmoal Via, tnw UnraoonPNIA nURfaaon v0.°Hootnt2- 110' 86 Elan O/Ur Woo 114' SS Hao 0106tm) 912 Steel 9128W A�88Elo tnfman A99neSator eatea((98) 8wew(li5) 6orew(66) Edge 0181aa800t' 1• 2111" r 2-12• 31/8'2-1W r 2-1W r 3•11W r 0.49' 0.64' aha" SmbeaOmaR (81}: 1.344' 1014^ 1.314" 1.314' r 1.11"4' 1.1/0• Ltl4• 1-114' 1.174^ 2 tesla' t•31a' (eee mte 4) 2 MOM 0 4.78' Min O.C.1 SteM3N (118.1 a 21: mu 390186 490 0s 890 903 1644 ns 280 WA 903 7400s 4680. 6841b3KWA 329 We 420 W3 680 ms 4 Aaahas 04.68• Min O.C. ! rd CUP (ft 37 780 W0. 780 ft 000903 17900* 30640* 680 w 706190 1480 W. 838 We 11049 652 Ws 840 Os 1120Ws8 Atmhm 01.71• Mm O.C. r &Qrdafd Cop ft 47: 1180 We 14006* 10101 s 2626ns WA940 ft WA 1066 On WA WAON R* 1660163 2240gS 4 Amhae 09° Min O.C. 1(2) 2X6 Angle Obs(ft 6k 79006 76066 660In 168006 1�Rn 690903 WA 7601he 886903 680Ibs 652 Me Wths 112006 e Anaka303" MN. O.G 1(2)21"6 Angle CILM IRS. 0.k IWO W0. 1580 ms 1300 ft 31200* 378206 1120M WA 1520 Me 18721.00 1780 W0. 4726116 1304 tba 1690Ibs 22409m 12 Auhbfe a I.r wI. O.O/(2)246An&COPsft.77 1660903 2100 MS 1440 ft 37901ba WA1320ft WA 1600Ibs WA WA WA 1896 Ws 290.0- 3390903 4 Anahfne 01.34' Min. O.C. / U•CBD, into 118' .011017 1119.8} WA WA WA WA WA WA WA WA WA WA WA WA WR 143206 8 AwImm 0064' Min O.C. r U•Cnp, Nto 178' Alum (FG. 87 WA WA WA WA WA WA WA WA WA WA WA WA WA 111.0 288466 2Anoia604.ti8' Min O.C. t F -04I (Fig. 1% 390 ns 360166 45006 690903 163296 210 On 290 W0. 36406 74One 488 R* 92 Its, 11320* 328 Ws 420903 Wogs 4Anahnm 01.71" Min O.C. I F•C9p(Fig. 117 890906 700903 60506 12880* WA WA 470903 WA 633163 W WA WA 06 84006 Imns 4141• • 4141 • • ANCHOR CAPACITY ADJUSTMENT FORMULA: X / ANCHOR CAP.,,.,,,,,,) o ANCHOR CAP.- `MULLI 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 NOTE& FIGURE 1: RGIIRE 2: FIGURE 3: FIGURE 4: FIGURE lk FIGURE 0: FIGURE 10: FIGURE f1: 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. • • • 4141 • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • 4141 • • • • • • • • • • • 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 FIGURE 6 FIGURE & FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLI' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fl • • • • • • • • (FIGURES RES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFA MUBi BE YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8063.76 AND BE A MINIMUM OF • • • • • • • • USED IN THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGED. 3TRUGTURAL STEEL PAINS BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 11{1.117111111 V. VICENSF''4�F.ft ' No.58706 Q�NMI STATE,'et= /jr111115111 A. LYNN MILLER, P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •• 6116' 6100 UAmm 3f 18 iholNmoa 60 to so In 70 In so In s0 H 100 N 120 In 40In • • �G0 01 • • ••• • • • • ••• TABLE 11A I TART F 41A Anchor Cepaotty Table pbe) MUllon Capacity Table Ibee SuhgmW 27k Canorete 13.OkCanej FidlamCMU Filled CMU PT Wood OpeningWldth((orvaAcelly-sp6mingmWom)orOpeningHelght(forhadmM91,$sperotllg99mons) • • • • • •• 6116' 6100 UAmm 3f 18 iholNmoa 60 to so In 70 In so In s0 H 100 N 120 In 40In • • �G0 01 • 138"x2.11" Reds%ulsr LtSft TmplTdang. Rectangular L-ftLoea&g Tmplydmg Re¢I L-mv Loadkg vdu Thwldang. R� mvft Loafing L -ft Tmpff" Redmgula, Loaning Loaning Tmp?derg. Loafing pwana- L -ft Tm ada g. Loaning IRWW gular maprRlwv. Redelgutar Loafing Loaft L -ft TmWdanq Rectangular Tre Loaft Loft Loeding 938 We x Tube Mull 2384 6tO ma On 42 In 1144.2 629 107.0 428 120.2 699 1489 418 1030 62e 13&9 414 90.1 628 1348 411 80.1 626 134.1 411 721 6M 134.1 411 80.1 828 134.1 411 fift4 628 134AN 4119 4&16 621 90 1016 i 481n 8&6 403 IS&A 333 Me 403 84.7 326 89.0 403 88.4 320 884 403 8114 317 6&7 403 7&1 316. 4&3 403 7&8 $14 40.3 403 7&8 314 34.6 403 7&8 314 302 403 T88 314 60.826 In 623 1 382 1 91.0 301 68.6 1 362 7&3 284 6&8 362 71.9 289 61.6 362 67.2 286 48.7 302 80.0 284 41.2 360 &36 283 343 362 63.6 283 28.4 362 63.6 283 25.7 362 636 283 64 in 67.8 319ff21 66.6 318 642 281 4&5 316 67.7 258 424 318 MS 283 37.7 318 60.8 2611 33.9 318 4&5 249 28.3 318 49.1 248 242 318 49.1 248 21.2 318 49.1 248 60 to 49.8 25841.2 288 4&7 214 We 258 40.7 210 30.9 268 37.2 207 276 266 34.8 2D4 247 934 203 10.6 266 322 201 17.7 258 022 201 1&6 258 32.2 201 63In 427 23436.6 234 3&1 195 30.8 234 34.7 192 287 234 31.6 189 23.7 234 29.4 188 21.4 234 2&0 184 17.8 234 2&6 183 1&3 234 26.6 183 18468In 372 21331.0 213 33.7 179 28.5 213 2&e 17S 282 213 27.0 173 2&8 213 2&1 170 1&8 213 237 169 15.6 213 222 107 183 213 220 168 H.61n 28.8178 23.8 179 2&e 162 20.4 179 226 149 17.8 179 20.0 147 189 178 18.7 145781n 24.3 161 20.3 1B72118 137 17.4 181 180 13616.2 181 17.0 133 228 152 18.8 182 1&B 131 1&1 162 179 128 I TART F 41A (D )X(MUWONCAP.,,o / ---)-ANCHORCAP.� USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION '(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 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: 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 W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8083.76 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 .128" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 11 SY ",,"',,I LYNN n ,�'�� No. 58705 %� •, SJu TA ESV 3 ••'((/: A. LYNN MILLER, P.E. FL P.E.# 58705 Anchor Cepaotty Table pbe) SuhgmW 27k Canorete 13.OkCanej FidlamCMU Filled CMU PT Wood M4tal Ardw Clip Pattems AuohorTypa 3178 ElrnUiraaon 1lYflaolgtraocn 6116' 6100 UAmm 3f 18 iholNmoa U4'DaoUbaoon U4.88 Elco AggeOata 6/18'rdeo 18Veoon U4' 88 Elco W 0 87ad •12 Bt�l $12 Steel A99.0 tw Bmew(G6) Sarew(W) B. -(G5) Edge bletenee (fn): Y 2•VC t" 244 3U8• 1" 2.1 r i• 2112' r 3.116' r 0.48' 0.64' &324• ant(Nk 13l4 7-314' 7;114• talo• 2 1-1l4' i -v4• 1-U4• 1-11V 1-U4 1-114' r 7318' tal8' (see rote4 4 Andrus®3• Inn, O.C.! M zm Anoe caps jmq. i}: 7a016s 7801ka t56016a 7898Im 840Oxi 8600re wA 7800m 938 We @3 2384 6tO ma On (D )X(MUWONCAP.,,o / ---)-ANCHORCAP.� USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION '(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 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: 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 W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8083.76 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 .128" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 11 SY ",,"',,I LYNN n ,�'�� No. 58705 %� •, SJu TA ESV 3 ••'((/: A. LYNN MILLER, P.E. FL P.E.# 58705 • . ... . . • ••• .. .. . . . .. .. . . . . . . . . . . . ••• • . . ••• . . . . 0% TABLE 12A TABLE 12B Mullion Capacity Table (019/88) • • • • • • • • • • Opening Width ((or 11ef oallyspaing m nofls) or Opening Holght (torhort ai tally-spemirg m181o11s) • • • • • • • Win Sero 70 to So 1n eo In 10031 120 to 40 in • • �80k1 • Reafeogft TwWideag. RedM WK Trepmlalrg. Reotwodu TraWfto. Reomosar TraOMng. RedanBWe< MwTdang• Rrolwguler Trepfrdang. ReodngWor Us#Tdan9. RoaWradarFii AndlorCQpPallelne ReolenlNlar T 3.28"30 Leading f"dn Loadn9 Loaft Loading Loada9 Loafing LOaft LoeAag Loamy. Loaft LOadtnO Loading Loaft Loading Waft Lowing DEG. AL BAY MULL � � �' � � � � � � � � � � � �' � • �' � • � 1 1• 2-12• 1• 244 r 3•ttr r 0.48• 0.w M324' Embe6ment(In): 1.114' 1.0/P 1+114• tdr4' r 42M 170.0 820 170.0 430 170.0 705 170.0 478 170.0 880 170.0 BOB 170.0 892 1780 619 170.0 1118 170.0 621 170.0 1240 IM 621 170.0 1486 170.0 521 17 1736 170. 621 148. 1 'Q� 621• 485 170.0 708 170.0 624 170.0 eW 170.0 ON 170.0 982 MO 836 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 880 1622 tW 170.0 880 130.5 1622 170.0 680 1142 1622 170.0 680 50920 in 170.0 747 170.0 663 170.0 800 170.0 831 170.0 1048 170.0 684 170,0 1198 170.0 723 170.0 1346 170.0 747 164.2 1443 170.0 768 136:9 1443 170.0 766 117.3 1445 170.0 768 102.8 1443 170.0 708 541n 170.0 787 170.0 812 170.0 838 170.0 891 170.0 1118 170.0 784 170.0 12M 170.0 800 160.4 1353 170.0 837 144.3 13W 170.0 868 120.3 13M 1780 861 104.1 13tH 170.0 861 002 1383 170.0 881 60 In 170.0 833 170.0 701 170.0 1003 170.0 797 167.0 1218 170.0 678 Mt 1218 170.0 944 129.9 1218 169.6 938 118.9 1218 1621 926 97.4 IVA I{6.1 913 83.6 1218 148.1 813 73.1 1218 146.1 913 831n 170.0 830 1780 748 170.0 1118 170.0 860 1892 1180 1889 935 131.0 1180 163.0 914 It89 1160 1418 898 105.1 1160 1342 BB6 87.8 1180 128.7 071 76.1 1160 1�2 870 86.7 1180 1282 070 881n 170,0 974 170.0 789 182.4 1048 1888 861 1388 1048 148.8 884 114.3 1068 133.1 880 1019 1016 123.4 839 81.4 1018 118.8 830 782 1018 109.0 821 85.3 1048 108.2 618 87.1 1046 1082 818 e� 721n 1488 am 147.9 764 117A 880 128.0 740 100.0 880 110.8 734 88.0 BB0 180.0 722 782 660 92.0 712 70.4 880 86.2 703 88.7 8W 702 893 50.3 080 78.8 888 44.0 880 76.4 888 78 In 11&7 780 126.1 690 90,8 780 1011.4 WS a&$ 790 93.3 683 749 700 83.9 M 60,8 780 789 643 589 790 71.7 695 499 790 68.1 VA 42.8 780 82.1 010 37.4 790 819 617 78a 1188 780 1189 BB7 92.3 760 88.1 844 7&f 760 96.9 832 892 760 77.1 821 819 780 709 812 BS.4 760 85.7 806 399 4&2jt2 760 682 688 34.6 760 65.6 8811BD In 72.1 563 74.4 000 %1 563 62.9 491 91.6 083 B4.8 483 46.1 563 48.8 476 40.1 683 44.4 488 3&1 683 40.9 462 30.0 289 683 33.3 448 22.6 563 31.6 442 88 in 88.4 480 81.1 448 48.8 {9S 81.8 438 42.4 4� 449 427 37.1 488 39.9 421 33.0 488 3&1 418 28.7 490 832 409 249 21.2 488 Z&8 386 189 4� 28.0 390 t0a b 413 391 42.6 353 34.8 391 36.8 348 20.8 391 31.1 342 28.1 341 279 33T 232 391 24.8 333 20.0 391 22.8 328 17.4 149 39117.8 918111N 36.4 370 392 335 32.0 370 330 330 279 370 28.6 328 24.0 370 2&3 320 21.4 370 Me 316 18.2 370 20.8 312 10.03 120 In 30A 317 30.11 289 25.3 317 2&0 284 21.7 317 229 260 1&0 317 1&8 278 16.9 317 179 273 144 In 17.8 220 179 203 TABLE 12B FIGURE 1: FIGURE 2• FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN 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 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 6063-T6 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 AWGKUK UAYAUI FT =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN 'ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T 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. Mr BAY MULLION ``111111111 /// � al��• VICENSF' F.ft �� ` No. 58705' O STAT O • C(/� �� •'• ACORIOa. i 7,, ZONA � � t A. LYJ NkMILLER, P.E. FL P.E.# 58705 Anchor Capacity Table (Ib6) Sn6slate: 27k Concrete 368 Coro. Ironae CMU IMed CMU PTWood ISdd AndlorCQpPallelne Aralmly7re 3118 Eh0laeson 1A1'E14019bamr 918' ew Ualeon 2110 scoubmal VCE140MUM tW SS eeo 6118' Ecco 114.66 EW 810810d •12 Sled a12 steel AggOU01 Ubacen AMM081m SOM(M) SWON(445) Swm(" Edge 1891aroe(i0): 1• I 2.117 1• 2.11r 3.118' 1• 2-12• 1• 244 r 3•ttr r 0.48• 0.w M324' Embe6ment(In): 1.114' 1.0/P 1+114• tdr4' r 1.1/4' 1-114• 1-U4• 1.114• 1414• 1-U4' r 1.010• 1318• (see rate 4) 2 Argham 40 6' MOL O.C. / (2) 210 Ar48 COPS (Fla. 1}: 390@8 390 me 450 as 890 as 1700M 270 WS 260 aS 304 as 7400$ 46811• 720 ae 1182 as 328@$ 420918 660105 4 Andfae 8 I Min. O.C./(2) 2B Asch C49(F7g �: 7BO as 780m 790@$ Scream 26281be 54006 OSOIOm WA ii. as weave 880 on 23640• 652 gm 040 as 1120 a$ 6An$M0Z71•Mtn.O.C./02x6 ,0" 3): 110 as fUr 8iIts 2248 as 7254 as WA 840as WA 1059 as WA 1320 as MA 878 as 128006 1880 as FIGURE 1: FIGURE 2• FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN 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 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 6063-T6 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 AWGKUK UAYAUI FT =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN 'ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T 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. Mr BAY MULLION ``111111111 /// � al��• VICENSF' F.ft �� ` No. 58705' O STAT O • C(/� �� •'• ACORIOa. i 7,, ZONA � � t A. LYJ NkMILLER, P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . • ...... .... TART C 42A TART F 1aR FIGURE 1: FIGURE 2 FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN 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 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 8063-T8 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048• THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ••• • • 4NGMOK GAPAGIT T AUJUHTMCN 1 1'OMMULA: (DPS) X ( ANCHOR CAP. m,� ,) oANCHOR CAP. MULLION CAP., o, ,, 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 al U F1011do TWA Mosm, �.�� . �cENSF'•4F�p''� * ' Na. 58705 ' Coptst3 .•''u/ 0 •'• STATE O am A. LaNAli tild 9R, P.E. FL P.E.# 58705 Anohor Cepaft Table (lbs) 8uffitNla: 23k Concrete 3.6k Can. Houm e U Fitted CMU PT Wood Nelml An torClpPattelrw AvolmT7pa 3n8 Elco Mom U4•F1aol81eom BJiW Elco lsbewtl 3118 EcoUOtaow 1H•EleolSkee•1 U4' SS Eco ABBNSator dtW Elmo U4.86 Elco Ubum AS 4=w 910 steel 912 Steal 612 Steel Saew(G5) Saew(65) Saew(00 Edge Ustame (lm� I.I 212' P 2 -UT &U0' t• 2.1PP 1' 2.1PY' r 341W - r 0.48' Q54• OS24• f:NbedaBet M t3/4' 1.?Id' 1.914' 1.9f4' r 1•Ud' 1.714• t•Vd• 1-U4' 1-114• 1•V4' r 1�OS' U318' (see note 4) 2Anot140®5•L6d. O.C. 1(2)Zt5A71gleCI0(Fla. 1x 314 Ere 39006 45005 811006 t700lbs 2700e 28006 36408 740148 46820 720153 118205 32006 42D It 6800e aMehae®8.a btfn O.C./(�2[bWlgleCOps(Ra2$ 76om3 76003 7900s 187003 2�51ffi 54a0s 14s WA IMBe 63eme 5M 0s 2300ibe 8821bs 840 the /f201ffi BAOehOro6 2.71.OAn.O.C.!(2)2u5 Angle 4p(Rg.# 11200s i/200s 96808 224608 2284Iffi WA 8400re WA f0880a WA 1S'i00s WA 8780re t280 am 188003 FIGURE 1: FIGURE 2 FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN 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 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 8063-T8 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048• THICK (18 GAUG4 STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ••• • • 4NGMOK GAPAGIT T AUJUHTMCN 1 1'OMMULA: (DPS) X ( ANCHOR CAP. m,� ,) oANCHOR CAP. MULLION CAP., o, ,, 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 al U F1011do TWA Mosm, �.�� . �cENSF'•4F�p''� * ' Na. 58705 ' Coptst3 .•''u/ 0 •'• STATE O am A. LaNAli tild 9R, P.E. FL P.E.# 58705 L .376' 3.126" ----- CUTHERETO I .376° �'I _CREATEF-CLIP.SEE MIN. MIN. DETAIL F. SHEET 4 L 1 1 I i Li - _____J ------- J A V L STANDARD CLIP 8063.78 ALUM. /,V.VHHN ENTER OF ANCHOR HOLE MUST UE TOPVIEW THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. 8.600 .376" .376' MIN. MIN. F ---- -------------------i I I 1 1 I 1 I I I 1 I I .338" MIN. U -CLIP 6083376 ALUM. USED FOR ALL 1' X 2' AND T X 2.76' MULLIONS, SHEETS 6.8 TOPVIEW 8O3 -T8 ALUM. i 1`X3.126'X MW MULL ONLY. SHEETS I TOPVIEW is .338• MIN. 8063ALM. 1.26"X3.188"UX21W MULL ONLY, SHEET 12 TOPMEW 1' X 2.7W X .860' MULLION 6083.76 ALUM. XSECTION TABLE B . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... H7.000'••I • • 3.126'ui�* 25" 0" �• 1' X 3.126' X .6' MULUON 8063 -TS ALUM. XSECTION 2X6 ANGLE CLIP 8W3•TBALUM. y p� XSECTION I�1.260'--I • • h 1.288•-•1 • • • • I • • .1239 • • T- 3. w 3.188" . • . as •e• •• 126" X 3.188" X 286' MUWON 8083-T8 ALUM. XSECTION 6.000' I I .378' MIN. I� ' 2X8 ANGLE CLIP ------ 808378 AU1M. TOPVIEW 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 +IHS% Mull Dimension (sheets I Mullion )»-.126• U•CIIp Angie Clip 1"X2"X.126°(5) STANDARD CLIP 2 Oi 11! 688511M 8083'78 ALUM. X -SECTION SS90I18 666114M 6881119M 688244M x.126" L .376' 3.126" ----- CUTHERETO I .376° �'I _CREATEF-CLIP.SEE MIN. MIN. DETAIL F. SHEET 4 L 1 1 I i Li - _____J ------- J A V L STANDARD CLIP 8063.78 ALUM. /,V.VHHN ENTER OF ANCHOR HOLE MUST UE TOPVIEW THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. 8.600 .376" .376' MIN. MIN. F ---- -------------------i I I 1 1 I 1 I I I 1 I I .338" MIN. U -CLIP 6083376 ALUM. USED FOR ALL 1' X 2' AND T X 2.76' MULLIONS, SHEETS 6.8 TOPVIEW 8O3 -T8 ALUM. i 1`X3.126'X MW MULL ONLY. SHEETS I TOPVIEW is .338• MIN. 8063ALM. 1.26"X3.188"UX21W MULL ONLY, SHEET 12 TOPMEW 1' X 2.7W X .860' MULLION 6083.76 ALUM. XSECTION TABLE B . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... H7.000'••I • • 3.126'ui�* 25" 0" �• 1' X 3.126' X .6' MULUON 8063 -TS ALUM. XSECTION 2X6 ANGLE CLIP 8W3•TBALUM. y p� XSECTION I�1.260'--I • • h 1.288•-•1 • • • • I • • .1239 • • T- 3. w 3.188" . • . as •e• •• 126" X 3.188" X 286' MUWON 8083-T8 ALUM. XSECTION 6.000' I I .378' MIN. I� ' 2X8 ANGLE CLIP ------ 808378 AU1M. TOPVIEW 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 +IHS% Mull Dimension (sheets I Mullion POT Part# I Std. Clip OttsetCllp U•CIIp Angie Clip 1"X2"X.126°(5) 88606 S66113M 6W1116M MU43M 688511M 1" X2" X.376° (6) SS90I18 666114M 6881119M 688244M SM12M 1' X2.7Fi X.376' (7) 88607 W6116M 6W112DM MR45M ON613M 1" X2.76' X.860 (8) 88808 666116M 6661121M WM46M 6US14M 1" X3.126' X.600 (9) 66817M 6661116M SB81114M 666242M ME16M 1.26" X3.1SW X.286' (12) 68B41M 6081117M 6661113M 6OW41M MM16M 1.2ff' X211" X.126" (15) 89370 WA WA WA 886517M OFFSET CUP ' 6083-T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE LSHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ Me'. TABLE A Dimension Value On) For Mullion: A 1.826 1'X2" X.126" Aluffdmm Tube Mullion B 2854 C 0.888 D 0.740 A 1.126 1"X21X.37Wi Aluminum um Tube Mullion 0.836 0.490 EBA2404 1.876 1" X2. -IW' X .375 Aluminum Tuba MuNon 3.000 0.767 1,118 E .460 Min. A 1.312 1-X2.76'X .880 w Aluminn Tubs Mullion B 3.000 C 0.47 8 D 0.8;18 A 2.000 1" X 3.126` X .6W Alum TUba Mug B 2.837 C 0.883 D 1.137 A 2.626 1.26" X 3.188° X .286' Alum Tube Mull B 3.282 C 0.882 D 1.762 A 1.813 1.26' X2.11' .121' Abnn TWO Mull NOTES: 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. III 14 ttltuulr/� ` No. 58705' Ax z Q STATE OF A. LYNUALLEIR, P.E. FL P.E.# 68706 450 BAY MULUO 6083 -TO ALUM. XSECTION .228'1 �--.387•-4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 740• . . . . • ... ®� -I-�( 126' • • • • � � 1�. • • • • • q+"� .126" �Y 2000' I 2125' 2 e• • • •• ••• •• 12W 126' •• i•��i • • • • • <t'0 tz STANDARD CLIP U -CUP • • • • • • • • • W4 ANT CLI' QJ as ALUM. LIN 8I XS� X•SECTION x-SOCTION J ? IX4•X.37W 'T'-MULUON &600• POT Part # Slid. CUP I Offset Clip U•Cllp jAngleCl1p 6.000' 1•X4" X.125'(10) CUT HERETO Alurnlnum Tube 6661122M jI'-- 378' 6003.76 ALUM. .376, 4XJP. � .376' 3.126'_CREIT 3.187 1" X4" X.375" IN. XSECTIONMIN. A F 4 1" X4" X.37W -r (11) 2.430 I 4:4 6661123M 2.813 .376' F i 2875 46" Bay Mull r-------'1Ir--------r WA CENTER OF r---------------------1.371 68860 j WA ANCHOR HOLE j I MID MUST LIE W HIN I I 1 I I I THE DASHED I I I i i F ( BOUNDARY.SEE _ SHEETS 6.17 FOR I THE ANCHOR O.C. I 1 i i F DISTANCE 1 I I MAXIMUM LI I I 1 ANCHOR HOLE I 1 1 I I I DWdETER: ------ �_______� ANCHOR I DIAMETER 111r. _ 2X6 ANGLE CLIP BOB OTB�UM. STANDARD CLIP TER OF ANCHOR HOLE MUST UE 8083.78 ALUM. Z,Z U -CUP W03 -T8 AURA. W CENTER OF ANCHOR HOLE MUST LIE T IN THE DASHED BOUNDARY. SEE TOPVIEW USED FORALL 1' WRHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. X 4' MULLIONS. SHEETS 617 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE SHEETS 10 & 11 DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/10'. TOPVIEW DIAMETER ANCHOR DIAMETER+ 1118'. \ rno, e rt .376' MIN. NOTES' — ' t 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 617 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .376' I I I I I I1 3.000• OFFSET CLIP 6063-TBALUM TOPVIEW rnm r- n Dimension Value (in) ForMulllon: POT Part # Slid. CUP I Offset Clip U•Cllp jAngleCl1p 1" X4" X.126° 1•X4" X.125'(10) 1.000 Alurnlnum Tube 6661122M 2.660 Mullion PF3.887 3.187 1" X4" X.375" W61123M 0.767 Altm*um Tube & 1" X4" X.37W -r (11) 2.430 "P' MUMOn 6661123M 2.813 30" Bey Mull F i 2875 46" Bay Mull Mull Dimension (sheet#) Mullion POT Part # Slid. CUP I Offset Clip U•Cllp jAngleCl1p 1•X4" X.125'(10) 60364 686111M 6661122M 6OW41M SSBSIBM 1'X4"X.375'(11) 66610 6N112M W61123M 686242M 66115/3M 1" X4" X.37W -r (11) 66653 606112M 6661123M 688242M 6WS19M 30 Degree (16) 66646 NIA WA WA 6665110M 45 Degree (17) 68860 WA WA WA 8665111M Florida ``111111IIlIll7j/ � c1. , '•�CENSF' • .F7' i ' No.58705 •.� 8T ' OFI � `•41; s 11111111111 A. LYNN MILLER, P.E. FL P.E.# 58706 TABLE E ---------------- I I 1 I 4 ------- 1 1 I Mull Dimension POT Part# I 1 I -i-- I I ' L 4 I I 1 --1- I ' I (sheet#) Mullion Std. Clip U•Cllp Angle Cllp � �.126' r X4• X.2b'(13) OF2 668281M 666271M H866112M I I i 2° X6" X.26" (t4) 884 I 868262M 888272M 868b113MWLIA'W I I I 1 STANDARD CUPM. 6063-TBALUXSECTION t I I I NOTES: 1) HOLES TO BE DR6.LED IN THE FIELD FOLLOWINfl126'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE $HEFTS 6.17 FOR SUGGESTED, APPROXIMATEHOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1-2.000--1 rxs'x.w MULLION 608378 ALUM. XSECTION 376' MIN .376' MIN. 6.600' CUT HERETO 3.600' CREATEFCUP. .375' SEE DETAIL F, r-SHEET4 MI4. ---------------- I I 1 I 4 ------- 1 1 I -------� I I I 1 I I 1 I I I 1 I -i-- I I ' L --- I I I 1 --1- I ' I 3.43 "_ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6083-T8 ALUM. WITH' THE DASHED BOUNDARY. SEE TQPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1!181. 6.600' CUTHERETO 3.600' CREATE FCUP. SEE DETAIL F. r SHEET4 .37W V MIN. -------- I I I I I I I I I ------ I I -------� I I I 1 I I 1 I I L ---------------------j 4.688' I I I I i 6.41 I I I 1 I t I I I L- STANDARD CLIP 6063T8 ALUM. TOP VIEW .. . • . . . .. .. . . . . . %:. . . . . . . • • ••• • • • • ••• • • • • • ••• -� f+-.126• i i : 412Casee • • • • • • U•CUP 2X6 ANGLE CUP 2.126' 608378 ALUM. 6063.76 ALUM. X SECTION 2.007 XSECTION .128' ••• • ••• ••• i•• ••• ,1251 • • 1-1.4w-4 Iso • • • • • • • • • e .376° 1 3.436' 1 8063.76 ALUM. LCENTER OF ANCHOR HOLE MUST LIE WRHIN THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 11181. .3761 6.438' U•CUP aoe3r6 ALUM. USED FOR r X 8' MUUdON. SHEET 14 TOPYIEW 376' MIN. I I .376• MIN. 2X6 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE Bo83T8 ALUM. WTDON THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/10'. ---------------- I i 1 I I I I I 1 1 1 I I I 5.438• i I L ---------------------J 2X6 ANGLE CLI' 608378 ALUM. TOPVIEW MIN. Y S RSVISBD II ` \` N' ON`{ LYNAf At O N0.68705 / '14 ZONAL E,,.�. A. LNk&11LLVi P.E. FL P.E.#68706 i--------------------- L ---------------------j I I .376• MIN. 2X6 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE Bo83T8 ALUM. WTDON THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/10'. ---------------- I i 1 I I I I I 1 1 1 I I I 5.438• i I L ---------------------J 2X6 ANGLE CLI' 608378 ALUM. TOPVIEW MIN. Y S RSVISBD II ` \` N' ON`{ LYNAf At O N0.68705 / '14 ZONAL E,,.�. A. LNk&11LLVi P.E. FL P.E.#68706 EXAMPLE 1: SINGLE VERTICAL MULLION 72• MULLI LENGTH rvoarvoxoRs w Heap ON Sia: SEE FENESTRATION PRODUCT'S SEE DETAILS, APPROVAL SHEETS 23 FENESTRATION SH>ETS• 4 PRODUCTS 23— APPROVAL DETAA.S, SHEETS vERh1 CALL I NO ANCHORS IN WMOOW SILL I --14--MULLwIDtx WIDTH EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH SEE SEE 32• FENESTRATION SH>ETS• PRODUCTS 23— APPROVAL vERh1 CALL MULLION ` -BEE `SEE LENGTH I: DETAILS, DETAIL E, OPENING SHEETS 23 SHEETS HEIGHT FOR HORIZ MULLION 7 SEE DETAILS, SHEETS i 23 38',110116. �36,HOR L.�OPENING LL=.MULLLEN WIDTH FOR VERTICAL ISA . . ... . . . ... .. .. . . . .... . . . . . . . . . . . . ....... .... 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 4809/-80.0 PSF. 1) INITIALLY ASSUMING THAT A 1` WIDE MULLION IS SUITABLE -THE MULLION LENGTH 13 72' AND THE OP®P1IN0 WWTH IS 32'+32/1'=86'.JEFEI2ENCINW SHE�T� THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LE/D'T WE W NDOW FRAME OEM DRIP -1/4' ANDjNILL A1EET OR EXCFED THE REQURED DESIGN PRESSURE OF +80.01-60.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE, USE THE NEXT LA:OER ��IZE AWULABLEI • •: 0 : • • • FROM TABLE 3A, SHEET 7, THE 1' X 2.76' X.375- MULLION (LENGTH - 72', OPENING WIDTH = 70' MEA V1 DopQUR8D*ftV%% jf"E DEjl PRI% M IS +/-68.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1' X 2.76" X MW MULLION (LENGTH - 72'. OPENING WIDTH - 70*) HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF NO LBS. 2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WdOB _�S TPITHI3 S' MMM CUOWITH (4)#12 ANCHORS AND THE 2X6 ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, TF . 8 UPI S,�.�11%1101 TIIMTALL • 3) VERIFY THE DESIGN PRESSURE OF THE FEWTRA71ON PRODUCTS USED WITH THIS MULLION SYSTE14'oil L04Ef(jpES4lgp*'RryTavp<. QF LUQI�COR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION P ST D W ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF ATH 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: (80 PSF) X�F = LBS 624.91.82 (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) 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 REQUIRES A DESIGN PRESSURE OF +60.0156.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3Y+7Y+T=10V AND THE OPENING WIDTH IS 36°+38'+1' =77. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/B' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0156.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.76' X .376' MULLION (LENGTH =108', OPENING WIDTH - 86") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-16.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2X 4"X 26W MULLION (LENGTH =108', OPENING WIDTH = 8n HAS A DESIGN PRESSURE OF +/-04.7 PSP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 3W+38'+2-=74', NOT 77 AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (36.12'+36.1/2'+2'=73'}. 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED CONCRETE HEADER AND SILL ARE S' WIDE. IF THE MULLION CUP VgRE TO BE CENTERED WITHIN THE 6", CARE MUT SE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE - USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12' GIVES AN ANCHOR CAPACITY OF 1060 LBS WfOCH IS GREATER, ANO THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .260' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 3Y+72'+2' =106'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZONAUTR1ANGULAR LOADING MAY BE USED. FROM TABLE 91-, SHEET 13, THE 2' X 4' X .26W MULLION (® LENGTH - 42', OPENING HEIGHT =1207 HAS A DESIGN PRESSURE OF N-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 Lam. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMBS ARE 6" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH (4) 3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 021 LBS. 4) FOR THE U -CLIP N THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 9B FOR THE U-0UP SHOWS THE ANCHOR CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/.84.7 PSF FROM THE VERTICAL. MULLION; +1-170.0 PSF FROM THE 38 HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/•84.7 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 N ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MU WON. RwIdu N0.68705 * r %O•u �TA.W. ,`,S//l,0NAl- \E� �`'• A. LYNN MILLER, P.E. FL P.E.# 88706 • • •.• . • • ..• .• .. . . • .... romo, . J6,011 11,11 Oval H I EXAM OF RECTANGULAR LOADING: EXAMPLES Or TRAPEZOlDALJTRIANGULAR LOADINQ LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS L- �AD1N0 OF HORIZONTAL MU LOADING OF VERTICAL MULLION ? Q N z LOADING OF HORIZONTAL MULLION �o y y,52 SH/OH QSHIDH SHlDH SH/DH1 a a 0 0 I / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SRL OrWINDOWS NOT ANCHORED WITHNTERSECTINGVERTICALMULLION } I WY PW HR 'I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PN HINGED I NOTES: DOOR PW PW I RODDCTRRVISBD 1)DRAWNGSARE acomptyi��°FI0pd0 RERESENTATIONS OF TYPICAL IceNo• 1 PW CONFIGURATIONS. o ®=�' PW RATIONS NOT SHOWN MAY�EXTRAPOLATED FROM Y _ Whtrp O p 1 THOSE SHOWN. DYSQ� 1 /7 2) IF THE LOADING USE CANNOT��,: 'LICENSE •.=FQ �l Ihv BE DETERMINED, USE PW i PW RECTANGULAR LOADING. _ N0.58705 3) SEE PRODUCTS APPROVAL FOR { ACTUAL ANCHOR LOCATIONS. —'D /•- LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION '0, $TAT t0 ' •� PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH NTERSECTMULLIONSG HORIZONTAL MULLIONS .p : ' I 'Jrrrnrl� j LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION MULLION FL P.E.# 58705 EL- romo, J6,011 11,11 Oval H I LOADING OF VERTICAL MULLION ? Q N z LOADING OF HORIZONTAL MULLION �o y y,52 SH/OH QSHIDH SHlDH SH/DH1 a a 0 0 I / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SRL OrWINDOWS NOT ANCHORED WITHNTERSECTINGVERTICALMULLION } I WY PW HR 'I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PN HINGED I NOTES: DOOR PW PW I RODDCTRRVISBD 1)DRAWNGSARE acomptyi��°FI0pd0 RERESENTATIONS OF TYPICAL IceNo• 1 PW CONFIGURATIONS. o ®=�' PW RATIONS NOT SHOWN MAY�EXTRAPOLATED FROM Y _ Whtrp O p 1 THOSE SHOWN. DYSQ� 1 /7 2) IF THE LOADING USE CANNOT��,: 'LICENSE •.=FQ �l Ihv BE DETERMINED, USE PW i PW RECTANGULAR LOADING. _ N0.58705 3) SEE PRODUCTS APPROVAL FOR { ACTUAL ANCHOR LOCATIONS. —'D /•- LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION '0, $TAT t0 ' •� PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH NTERSECTMULLIONSG HORIZONTAL MULLIONS .p : ' I 'Jrrrnrl� j LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION MULLION FL P.E.# 58705 EL- LOADING OF VERTICAL MULLION ? Q N z LOADING OF HORIZONTAL MULLION �o y y,52 SH/OH QSHIDH SHlDH SH/DH1 a a 0 0 I / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SRL OrWINDOWS NOT ANCHORED WITHNTERSECTINGVERTICALMULLION } I WY PW HR 'I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PN HINGED I NOTES: DOOR PW PW I RODDCTRRVISBD 1)DRAWNGSARE acomptyi��°FI0pd0 RERESENTATIONS OF TYPICAL IceNo• 1 PW CONFIGURATIONS. o ®=�' PW RATIONS NOT SHOWN MAY�EXTRAPOLATED FROM Y _ Whtrp O p 1 THOSE SHOWN. DYSQ� 1 /7 2) IF THE LOADING USE CANNOT��,: 'LICENSE •.=FQ �l Ihv BE DETERMINED, USE PW i PW RECTANGULAR LOADING. _ N0.58705 3) SEE PRODUCTS APPROVAL FOR { ACTUAL ANCHOR LOCATIONS. —'D /•- LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION '0, $TAT t0 ' •� PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH NTERSECTMULLIONSG HORIZONTAL MULLIONS .p : ' I 'Jrrrnrl� j LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION MULLION FL P.E.# 58705