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WS-14-627Im V. Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305 762.4949 , � k, DING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: '70 K. . G Iq �± 0y) 11 #Lfol r r, Permit No. rr,,�� Master Permit No4 s I _I_ --6621- ROOFING 621 - ROOFING City: Miami Shores County: Miami Dade Zip: 33 13 T< Foli /Parcel* - 3 Is the Building Historically Designated: Yes(NO Flood Zone: OWNER: Name (Fee Simple Titleholder): U6a 6: y -y-1 Phone#:3066. " I l.L' b • 5673 1 Address: ' loo 16 e 1®5 :5+ *- !® City: 12kn,0-yy-,i 4�Lv t -G5 State: F_l® Zip: 13 -A lB IV Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: _ Type of Work: ®Addition ®Altetion 13N ,,e Description of Work: Submittal Fee $PPermit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ap: J r CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ®Demolition 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING . CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENT) TO OBTAIN FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 99 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 i . a jr to ttac eni. Also, a certified copy of the recorded notice of commence t must be posted a the job site for the first i pectionhi occu s seven (7) days after the building permit is issued. In the nce of such posted notice, the inspection w ll not bA a ed and a reinspection fee will be charged. r or Agent The foregoing instrument was acknowledged before me this day of if�, 201q, by L&- 1"14a V, -V%, is!�fication or who has produced and who did take an oath. NOTARY PUBLIC: Sign: Print: —6= c5< My Commission Expire i APPROVED BY FREDERICK.SHIRLEY Algtary Publla - State of Rmida My Comm Expires J02t. 2019 v Contractor The foregoing instrument was acknowledged before me this day of V^"� , 20 t, by Y who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: \\\\n► ���►►�►��� Sign: zk=_ Print: _ ���90a lli�►ne� My Commission Expires: = 910?190/i0 >� 9 / / °`7 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07XRevised 06/10 )Dtevised 3/15/09) CONDOMINIUM APARTMENTS WORK REQUEST APPLICATION � Owner's Name (�. R� Unit � I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. ° Electrical work Carpet installation Tile installation Plumbing work **Windows Other work Description of the work T40 -Movie 4- � C�?t fit. � + ;5 1� C Before you decide to upgrade your apartment (other than paint or carpet) you must obtain'permission from the Board of Directors and/or Miami Shores Village. A copy \of the plans, specifications and permits, and a description of the licensed work to `.be performed must be submitted for consideration and approval by the Miami Shores Village Building epartment (305-795-2 It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed in the dumpsters. **Window frames must be gray in color to look like aluminum. Windows must be Two (2) panels over Two (2) panels. Glass must be clear color. I, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are i age or e o my apartment or myMop A 200.00 4_eposit is re wired and will be rgfunded if no damage to - ep rted.) I fu Unit owne agree e statements made above. I G z6 ! Date Approved by: Date: 000072 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY LLBT 409797 RECEIPT NO. EXPIRES BUSINESS NAME/LOCATION poWELI ROBERT CONSTRUCTION INC REN�NAL SEPTEMBER 30, 201 409797 Must be displayed at place of business 22151 SW 149 AVE pursuant to County Code MIAMI FL 33170 Chapter BA - Art- 9 & 10 OWNER SEC. TYPE OF 13UIIINESS PAYMENT RECEIVED pOWELL ROBERT CONSTRUCTION INC 196 GE ERAL BUILDING CONTRACTOR 5 O COLLECTOR�/013 Workers) 10 TXHS1-13-048492 , onfippaayyorm With any governmental l or This Locale certification of the Receipt Ideyr's q IiRcati0 do business. Holder must comply Receipt it m not a rrnmen permit, of nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles - Miami -Dads Code Sec 88-27. For more information, visit wevtiv miamidade .W"Nallector AC# 6280628 STATE of FLORIDA DEPARTMENT BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIO. INDUSTRY' LICENSING BOARD SEWL120818006 LICENSE NBR Q8 18 2012 126003781 CGC004174.. The GENERAL CONTRACTOR Named below. IS CTRTIPIED Under the provisions of Chapter 489 FS. Expiration data: AUG 31, 2014 POWELL, ROBERT C ROBERT POWELL'CONSTRUCTION INC 22151`SW 149 AVE FL 33170 MxrAMI KEN LAWSON RICK SCOTT SECRETARY :GOVERNORW DISPLAY AS REQUIRES BY LA_ CERTIFICATE OF LIABILITY INSURANCE DA 3/28/11°4 PRODUCER R O S C H Insurance Group Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 10300 Sunset Drive, #355 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33173 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)592-3004 Fax (305)397-2814 INSURERS AFFORDING COVERAGE NAIC # INSURER A: Accident Insurance Co. INSURED Robert Powell Construction 22151 SW 149 Ave. INSURER B:INsuRER c: Miami, FL 33170- INSURER D: INSURER E: Star Insurance Co. COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DDIYYYY POLICY EXPIRATION DATE MM/DD LIMITS A ❑ GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE © OCCUR ❑ ❑ GEN'L AGGREGATE LIMIT APPLIES PER: ® POLICY ❑ PROJECT ❑ LOC 603094772-3 07/06/2013 07/06/2014 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED Ea occurrence 100,000 -PREMISES MED EXP (Anyone person) 5,000 PERSONAL &ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG 2,000,000 ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY © ANY AUTO 0 AUTO ONLY- EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESS / UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS EMPLOYERS' LIABILITY COMPENSATION AND YM ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under SPECIAL PROVISIONS below 06/14/2013 06/14/2014 WC TATU-ETR ©TORY WC LIMITS ❑ OH- E.L. EACH ACCIDENT 100,000 EL DISEASE- EA EMPLOYEE 100,000 E.L.DISEASE -POLICY LIMIT 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS General contractor CERTIFICATE HOLDER CANCELLATION AGUKU 7•S (LUU9/U1) Ur W _1vo0-4VY7 M.%irw VWmvw v+1.v.�. emu ..y...� •ate.•....• The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village 10050 NE 2 Ave Miami Shores Village, FI. 33138 30 DAYS wRn-rEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE AGUKU 7•S (LUU9/U1) Ur W _1vo0-4VY7 M.%irw VWmvw v+1.v.�. emu ..y...� •ate.•....• The ACORD name and logo are registered marks of ACORD Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Expiration: 0912412014 Project Address Parcel Number Aoolicant 1700 NE 105 Street Number: 401 1122300500580 1 LISA J AHEARN LISA J AHEAR Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LISA J AHEARN LISA J AHEARN 1700 NE 105 Street MIAMI SHORES FL 33138- 1700 NE 105 Street MIAMI SHORES FL 33138 - Contractors) Phone Cell Phone ROBERT POWELL CONSTRUCTION (786)412-6841 ie of Work: REPLACING WINDOWS/DOORS WITH IMPACT of Openings: 4 iitional Info: Residential 4 Fees Due Amount CCF $4.20 DBPR Fee $2.10 DCA Fee $2.10 Education Surcharge $1.40 Permit Fee $140.00 Scanning Fee $12.00 Technology Fee $5.60 Total: $167.40 Valuation: $ 7,000.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-14-51077 04/09/2014 Credit Card $ 117.40 $ 50.00 03/28/2014 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. April 09, 2014 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 09, 2014 1 NOTICE OF ACCEMMS IWO MAR 2 S 2014 SCOPE: Y:� This NOA is being issued under the applicabl s and regulations governing the use of construction materials. The documentation submitted has b reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, APPROVAL DOCUMENT: Drawing No. 404020, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dada County Product Control Section. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing 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 nameor logo, city, s .model/ •.'• series and following statement: "Miami -Dade County Product Control Approve f'. *j gtlgss ot$dtise noted ..:. herein.• • 0000.. 00000.. RENEWAL of this NOA shall be considered after a renewal application has beeg•ffKand thbl'c has been no change in the applicable building code negatively affecting the performance of thi>j� duct.0 00 fee•. TERMINATION of this NOA will occur after the expiration date or if there has revisfoA woohangr • • ; • 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 tins NC7rj. Mure t8"' • • comply with any section of this NOA shall be cause for termination and removal of )104% % • • • • 00 • 0000 0 0 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Tlbrida, 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 on at the job site at the request of the Building Official. � is1�1C) ► revises NO 1=114 g.I nd consists of this page 1, evidence pages E-1, E-2 and E-3, as we as approv ument mention ve. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 1t—t0i.l M1aMt. trtar �i��cpiration Date: March 26, 2(11G .: � � � j1 10 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 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: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1, 4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. til 0322.06) ' � • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2b1;4gt 2) Cyclic Wind Pressure Loading per FBC, TA& 203-94 • • : • • • • • ` • along with marked -up drawings and installation diagram of aRnAniimum sitifle hu& • • • window, with fin frame, prepared by Fenestration Testing. TV3oratoryi f46., Tegt... Report No. FTL4645, dated 08/11/05, signed and sealed by, Undo Largaespad4:••' P. E. ...... (Submitted under previous NOA No.07-0322.06) :00:0: ' • 4. Test reports on: l) Large Missile Impact Test per FBC, TAS 20194' : • • • : • ; • • • • ; 2) Cyclic Wind Pressure Loading per FBC, TA5.24394 • :"": along with marked -up drawings and installation diagram of an aluminunosi*g a hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4649 and FTL4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-101&01) t JalmeD.G ,P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 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 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. 05-1018.01) 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 F13C, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 054018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. .... Complies with ASTM B1300-04 • (Submitted under previous NOA No 11-0128.03) • • 0 • ...... ...... .... 0 D. QUALITY ASSURANCE .... .... . • . 1. Miami -Dade Department of Permitting, Environment, and Reguiatopy AffalmtPERA)'•:". ...... . .. ..... E. MATERIAL CERTIFICATIONS "• • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Vememours.& Go., Ina ..... for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11 exptnng on�1�2�%11/16:.... : 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Sifl'ek and Vanceva clear and color interlayers" dated 05/05/2011, expiring on ��5/11/2016. Jaime D. Gasco 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: EVI]2ENCE 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, PTL -4645, FTL-4649, F'i'"723, FTL-4947, FTL-4650, FTL-4948 and FTL,4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and OS -1018. 01) G. OTHERS 1. Notice of Acceptance No. 1.1-0405.10, 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. ...... .... ...... .... .... . . ...... . •• ..... .... ...... • • • • • •••• r �- Jaime D. Gas , n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 i t- A\ GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) B. 5116"LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1111111 C. 6116" 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 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • E. 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. �VNN MI(lFR i, F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/6" ANNEALED GLASS WITH A •• .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP ® H. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE SHEET OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES 1 1. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 518" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS ............. GLAZING DETAILS............ 2 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....... 3 J. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A ELEVATIONS..., 4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT. SECTIONSS5 K, 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE ............. ............. IZ.SECTIONS............ 5 OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. P LIST PARTS 6 L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS .................... EXTRUSIONS7 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. .................... CORNER DETAIL 7 ®M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR .............. ANCHORAGE 8-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. .................... 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) LU R. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 0 D lb 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. 1070Ng0pMteOIA M� 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. GENERAL NOTES 8, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-6063. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL FRODUCTRI3VIS13D w canTlying with the Florida 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Budding Cade Aoco tan No na 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • 1111111 • • • • • • • �VNN MI(lFR i, • • • • •• • • • • • `�� y ` �.�Qa �`•ENSE •• ••• •• • • • •• _, Q; 705 56 _ LU J.J. t(NOm1 0 D lb 1t8C11 }? • : • •WE 1070Ng0pMteOIA M� GENERAL NOTES ��'A• S�Pt�o"� �a02� %Q�'•... FLOR,. �;� '�FSSIONP~ ` J.R. 04411/11 •�.• TE4(PEgL=DiROM HS n.. ALUM. SINGLE HUNG WINDOW, IMPACT s ..aooao F.K. 11/18/08 w. t» B • • • P•o• 99X 1620 NOKOMts, 8427a A. LrryllltlWllL` P.E. 1/istb,(y Better sraw.an sem: aw"tyn., • F.K. F.K. D/1Po8 J.J. ?/29/07 8H700 NTS 1 s 11 4040-20 O FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • mum or ti; LIL 16,87,88 or 9: 1/2" NOM. GLASS BITE is 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 516" NOM. 5/16" LAMINATED GLASS 112" NOM. GLASS BITE or 19,90 or 91 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • • • 5M 8" LAMINATED • • 31 2k1V'W vl� � /8' NNED'TEMPEREp GLASS 13/18" rADAM • 13/16" LAMI IG GLASS W/ 5/16" LAMI 0 TECHNOLOGY DRIVE NOWMIB, FL 34276 PA. BQX 1628 HOKOMI.! R 34274 1/2" NOM. GLASS BITE EN ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. <D EXTERIOR INTERIOR (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 19 _GLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT Na 700 Full 1 2 a 11 4040.20 PRODUCT RBVISBD as complying With the FWda Building Code , , , ^„ 111111 NN \ � • ,.`GENS& * ; No 55T05 W - wit _ %�O•'• SF�oa�oP'• C9�: A. Ll/�1NMILLLIIt; P.E. FL P.E.# 68705 • • • • • • • • • • • •• •• • • • •• •• 0 TECHNOLOGY DRIVE NOWMIB, FL 34276 PA. BQX 1628 HOKOMI.! R 34274 1/2" NOM. GLASS BITE EN ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. <D EXTERIOR INTERIOR (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 19 _GLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT Na 700 Full 1 2 a 11 4040.20 PRODUCT RBVISBD as complying With the FWda Building Code , , , ^„ 111111 NN \ � • ,.`GENS& * ; No 55T05 W - wit _ %�O•'• SF�oa�oP'• C9�: A. Ll/�1NMILLLIIt; P.E. FL P.E.# 68705 R INTEGRAL FIN WINDOWS WI HIGH SILL OPTION AIN TABLE 1, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 88" 48" 70" 72" 74" 78" ME IL 48" A,B,M +80,0 00.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 •80.0 +80.0 -00.0 +60.0 •00.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +79.0 -79.0 A,B,M +80.0 -00.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +76.9 -76.9 ST A,B,M -;0_0 --0 •80.0 +79.6 •70.6 +78.2 •78.2 +76.9 •78.0 +76.4 •76.4 +74.0 -74.0 S. UP TO 631/$ C,D,E,F,G,H,I,J,K,L + +80.0 •80.0 +60.0 -80.0 +80.0 -00.0 +00,0 -80.0 +00.0 80.0 +00.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT 10" WIDTH LASS TYPE 30 31$" 44" 00 51$" 63" 72" 74" 7$" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 •70.0 +70.0 -70.0 +70.0 •70.0 HT' 80" A,B,M +80.0 -80.0 +$0.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 "X" gggH 62" A,S,M +00,0 -80.0 +$0.0 -80.0 +80.0 -80.0 +76.9 -r8.9 +70.0 -70.0 +88.8 888 +87.6 -87.8 831q" A,B,M +80.0 -0D.0 +00.0 80.0 +80.0 -00.0 +78.0 -76.0 +88.0 88.0 +80,7 88,7 +86.6 -08.6 IFUP TO Yr- C,D. ,F, ,H,I,J,K,L +80.0 80.0 +80.0 80.0 +80.0 80.0 *80.0 00.0 +7p.o -ro.o +r0.0 •70.0 +70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIV WINDOWS WI HIGH SILL OPTION® TABLE 3. � BASED ON FLANGED WINDOW TIP -TO -TIP FRAME D N$IONS w HT. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ BASH • 7$" FLANGED AND 76" INTEGRAL FIN) „C„ MINUS WIDTH GLASS TYPE 17`1/11" 1 2211118" I 20311C I 3331r 1 305114" 441311$" 1 503W 1 $$18118" "- SASH 63118" O,E,F,J,K,L +80.0 1 40.0 1 +80.0 -80.0 1 +80.0 1 -80.0 1 +80.0 -80.0 1 +70.0 1 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 HT. HT. MEETING RAIL 4 GLASS TYPES: TEST REPORTS TABLE 4. "X" SASH FTL-4847, 4848, 4723, 4957 S. 6118" LAMI - (IWA,.000,1/8448) FTL4647, 4848 C. 6/18" LAMI - (i/6 HS,•090,110"HS) FTLAS47, 4046 D. 7/18" LAMI- (3/18"A,.090, 3116"A) FTL-4646, 4866 E. 7110" LAMI - (3/10"A„000, 3118"HS) FTL4846 aonvrr arvlsEu F. 7/18" LAMI • (3/16"H8,.090, 3/16"HS) FM -4845 complYing vnth tt,e florid" Eulding Code l A O. 19118" LAMI IG -1/8" T, AIR SPACE, 5118" LAMI - (1/8"A,.090,1/8"A) FTL-4846, 4723 AaeoptenccNo � 7 H. 13/18" LAMI IG -1/8" T, AIR SPACE, 5118" LAMI - 0/0"A,.090,1/8"HS) FTL-4846 ti DB10 I. 1311$" (AMI 10 • i/8" T, AIR SPACE, 6/16" LAMI - 1/6"HS,.090,1/8"HS) FTL-4648 ® ndopro uctcontro J. 13/18" LAMI 10 -118" T, AIR SPACE, 7118" LAMI - (3118"A,.090, 3/18"A) FTL-4849, 4860 K. 13/18" LAMI IG - 118" T. AIR SPACE, 7/18" LAMI • (3/18"A,.090, 3/16 -HS) FTL-4849, 4660, 4968 L. 13118" LAMI 13.1/8" T. AIR SPACE, 7118" LAMI. VY1 "HS, 0, 3/18"HS) FTL-4849, 4660 I t I I t I M.13/18"LAMI 10-1 A,A 18"•LAMI-E1/81A,.690,1/8"A FTL4M3 `\���yLYNN4q//4��,�/ • • \ ,t�,rJ�,ENSE � NOTES: WR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN Qom: PRESStlRES NE E . * '40,56, 05 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 HEIGHRVAWWTS FOR FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. ® i 0 1• N ,R,b 16flrH1 D 78HG87i • • • p STpG•.�: • tmo iooY nwve DESIGN PRESSURESRAWSP : O,c • • ........... FLotz�r• Ja. o4411H1 �n►� nolmMe'FLa+�Ya ALUM. SINGLE HUNG WINDOW IMPACT "I gSIONP& � F.K. 11H3MB B .U►LIA T PO BQ%962• �.wtw�s .ivw A. LY1f1(Itti711tWA P.E. A m"Nt'NCOMI•, FL s�Y4 "Obly g°t�' 8H700 NTS 9 + 11 4040-20 D FL P.EA 58705 F.K SMN6 Z. 26w • • • • • • • • • • ••• • • • ••• • — — DETAIL 53 1/8" MAX. FLANGED WIDTH® 75" MAX. 52 1/8" MAX. I.F. WIDTH A I.F. O j 49 618" MAX. FIXED 5/w. TAAX.76" SEEDLO DLO (ALL) D 40 718" 76 MAX, Ff 52 5/8" SEE DLO TABLE EE I.F. D HEI HT SEE DLO NO E 4 ® TABLE HTSESEE DETAIL 78" MAX. L HIGH SILL A FLANGED SEE DLO E4 HEI HT 38 TABLE C X, SASH SEE DLO (M".) J— D HE HT TABLE 15 3/4" — — DETAIL FIXED LITE LOW SILL 75" MAX. 75" MAX. A I.F. O j HEI HT 5/w. TAAX.76" SEEDLO HEI HT 76"1 40 718" FLAN HEI 52 5/8" X j EE / NO E 4 481/4" MAX. t ^ VENT DLO (ALL)�I DETAIL B DETAIL A VIEW (STANDARD SASH 1/1- E /1E 75" MAX.1 75" MAX. I.HEIFHT E—J HEIHT SEE TABOLEI ® SOLO O TABLE O / I 76" MAX. / 76" MAX, FLANGED FLANGED HEI HT HEI HT SEE DLO TABLE[�� I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: • • • • • • • • 1. SEE SHEET 5 FOFTWRTIC4LgAN0 HQRI2COJALIGOTIO114DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEW'S. • • • • 3. SEE SHEETS 8 THMUGF?1•I FOR ANCHOFZAGE INFaRIMION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT, DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL 75" MAX. 1 34 1/2" 343116- 43/18"5/8"411/4" I.F. 5/w. TAAX.76" SEEDLO HEI HT 41 1/4" 40 718" D 52 5/8" 52 11/15" E MAX.3EDFLANGED 52 5/16" SASH HTSESEE DETAIL LOW SILL HIGH SILL A 34 1/2" TANO E4 27 7/16" 481/4" MAX. t ^ VENT DLO (ALL)�I DETAIL B DETAIL A VIEW (STANDARD SASH 1/1- E /1E 75" MAX.1 75" MAX. I.HEIFHT E—J HEIHT SEE TABOLEI ® SOLO O TABLE O / I 76" MAX. / 76" MAX, FLANGED FLANGED HEI HT HEI HT SEE DLO TABLE[�� I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: • • • • • • • • 1. SEE SHEET 5 FOFTWRTIC4LgAN0 HQRI2COJALIGOTIO114DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEW'S. • • • • 3. SEE SHEETS 8 THMUGF?1•I FOR ANCHOFZAGE INFaRIMION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT, DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 1 34 1/2" 343116- 43/18"5/8"411/4" 5/w. 411/411 C 41 1/4" 40 718" D 52 5/8" 52 11/15" E 52 1/4" 52 5/16" SASH • DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" C 27711611 27 1/8" D 16 3/8" 15 3/4" E 16 3/8"15 3/4" TABLE 5. • • • 1070 TECHNOLOGY ELEVATIONS INi6NE • • • • • NMM18, FL 8427 T1°"' ION, CHG;M OTE•8. ADD NOTE 4. P.O. BOX 1628 ALUM. SINGLE HUNG WINDOW IMPAC NOKDMId, FL 84274 Visibly Belvar s w.*ue a sow: soot " sN7W NTS 4 d i1 4040-20 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • REVISED g with the 11oride ilc ►\�\DI v"N Aql/��p 1� '•��GENS� * j 140,58705 , a la W STAT OF ,r' cj ' �SSION N- A. LYU14MIaiK P.E. FL P.E.# 58705 HEIGHT F__ MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT 2.784" INSIDE III INSIDE 7,80R17 F$ I /",_ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDEI~-MAX. VENT DAYLIGHT OPENING I I I I- 1M( :i l'oi —MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE r MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE 47 2.(46 HIGH SI L 2. 30 LOW SI L 49 a8 HIGH SILL LOW SILL HEAD 68 z.71o" ®I.F. FRAME q II 53 OUTSIDE I 52AW SI LL ) (HIGH SILL) (LOW SI CSEE ATE A§QVE •L 673 : toLITRAWT<NLY • ULTRALIFT SECTION C -C•• 12 ONLY S (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL -D V 1G &WME4lVS8llEET• • • •E 1070 MLGY DRE SECTIO N C /E44qSwT• • • • • N1. KOF28N,t NS ALUM. SINGLE HUNG WINDOW, IMPAC A TF.8ECfGO&MIDATEaft00MhONENTBT3=110-1 3W4 VktbbBetar Half 5 a 11 __4040-20 LJ. WW7 aim ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • RRVISED a with the Florida \,tuuLlt� A�' . \CEN Sg p'•. 64�l10 11 :' � _- �'p STATE •., PLOR� l"..' 0 � �''�;SSIONAL � A. LYW MILLEI2,�P.E. FL P. E.# 58705 I-- 2.784—l 1.363 .062 O FLANGE FRAME HEAD #4002A, 6063-T6 062- 3 2.330 —1.749— O3 FLANGE FRAME SILL (LOW) #4003C,6063 -T6 S12.710 1.513 738 082 ,490 .040 .082 SASH ST FLANGE FRAME JAMB O #4025, 6063 -Ors 17 SAS#4063, 53COVER O #4004, 8083-T5 (USED AS RADIUS TOP HEAD) 1.342 ff .082Aq 5 21 FIXED MEETING RAIL #4054A,6063HD-T6 I--2.279 ----- - 1..70 7 .062 23 SASH TOP RAIL #4006C,6063HS-T8 ��-2.?IM • • • • 69 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 • • •0074 � A r-I.F. FRAME r— SEALANT ALONG ENTIRE JOINT SEAT NT ORHEAD AND SILL \ ,-181 0 — � AT HEAD AND SILL V VIEW D -D VIEW E—E (1/1 8 VIEW HEAD 8, SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 050 -+� 1.185 1.096 .062 1.349 GLAZING BEAD, 5/16" 41 #4039B.6063 31 SASH SIDE RAIL 28 SASH BOTTOM RAIL(LOW) #4007,6063-T5 1.096 -{-� —# { T 44 GLAZING BEAD 7/16" #4222,6083-T5 #4008,6083-T5 .678 Ob0 i .0504-t— 1.0961-T .67a 42 GLAZING BEAD, 5/16" #40446,6063-T5 4455 L (USED W/ GRILL KIT) I+-2.328-- "1 2.636 •• SASH BOTTOM RAIL (HIGH) #4051A,6083 -T5 SMEE* • • • 7070 TECHNOLOGY DRIVE SWE-P • • • • • NOKOMIS, FL 34275 R EMBLY / V I.F. FO 1520 NOKOML 94274 or • • • • • • • • • • ••• • • • ••• • .050---�� .678 1.116 1� —�-T 45 GLAZING BEAD, 7/16" #9850,6063-T5 (USED W/ GRILL KIT) 060 —�+ --X11.097 46 GLAZING BEAD, 13/16" IG #4067, 6063-T6 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT VW* Bam. � Half -7 a,, . 4040-20 OEQ IELD LONG CREW OSS (2) PRODUCT REVISED ox complying with 01C F1.6,16 rr11f11/ 58705 l t l'7 I°obi WZ b w- :'%% STATE OF ,, SIONA- r,� A. LYNF/MILLEf}, P.E. FL P.E.# 58705 TABLE 6.ANC HORAGE NOTES: -FLEX 28.603 34.603 40.603 58.603 64.603 76.000 ® 3 - #12 SCREWS p U U p U U p U U p p U U p U U p U U OO.ONONO OCi^ONO,-ONONON���NON��pNONQ��am U U U U� U U L) v� U U U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 ?7711 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1 21 11 11 21 11 2221222222222222222222222222222232233 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 3. INSTALL PER THE ADJACENT TABLE ANCHOR 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 ®TE 2 H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM-,L" _.-_._..__._.._._ -_.._. _......-. _. -_ -_- --,-- .- --_ ----.--__. _....- - --21-2 ---..- _..... FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 ­3'-T-3 212 3 3 ARE 1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 -1 2 1 1 ®ESIGN PRESSURE LIMITATIONS: ----_.----..-- -- __. ...--------- - --- _.._ 32.000 H,I,J,K,L 1 2 -11-2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A A'B'M 172 1 2 2 2 2 3 1 2 -72i 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2F21-31'- 3 3 4 3 2 -3T3 3 4 -31-3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN _ _ _ - _ - - . _. - ._ - _. _ . .- __ __ -_ __- PRESSURE FOR THE H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 32 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 37.000 1 1 1 1 1 1 2 1 1 2 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS AB,M 2 2 1 -2.-2F2 2 3 1 2 213 2 3 :2]-2 2 3 25-1-422 3 2 3172i.'723.-3F4 2 3 3 3 3Ti 3 3 3 4 3 5 3 3 4 4 AVAILABLE. 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 - ---- -2 - - ---- - --- -.._ .. - - - ---- -- - - -- 40.000 H,I,J,K,L 2212222322F'__ 232223232323242333342334353334453344 AB,M 2 -2 2 22 2 2 2 2 2 _2 2 2 2 -2 2 2 2 2 2 2 2 2 2 -2F2 1122 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3J4 2 3 3 F4 3 Fs -35 3T4 4 5 3 3 4 4 PSF 79 TABLE KEY: 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 PSF 44.000 H)'AK,L 2 2 2 2 2 2--l--2F31 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 Ti 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 (DP LIMITED) 118 AB,M 2 2- 2 2 -2 2- 2 2 2« 2 -2 2 2 2 2 -2 2 -2- 2 2--2 2 2 2 HEAD 2 PRODUCTReViSED 2 2 2 2 2 2 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 5 3 3 3 4 4 5 3 4 4 5 complying with tlra Florida JAMB ABOVE 2 3 cceptgcoac PSF 79 79 cceptarceNo i O C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG. RAiL �Plodllctcontro 6- - ------ -- - - - - -. ..-- - - JAMB BELOW48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 MTG. RAIL 51ad'a ABM 2 2 2 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 3 2 2 3 2- 2 2 22222232223342333342334342334353334353345463455 (FULL DP) tttiiilr P$f 7 • •79• 49 • • • • HEAD 2 `� LYNN Mf(4 ��� CAE, 2• •• • 2 • 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 ��o�yJ�EHSE '.FR *% -- - - - --374--- - H,I,J,K,L R 2.1 2 �•L 2 $ 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3-' 3 3 4 4 4 8 4 5 4-6 3 4 5 6 MTG.RAIL Q2: 05 0 581 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 3 2 2 3 2 3 JAMB BELOW _ �c : N A B,M - - - - - - . _. __ .._ _ . _. - - - - -- - - a22: 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 5 3 3 4 4 4 5 3 3 4 5 4 6 3 4 4 5 MTG. RAIL _ 10/07/11 D •CHANGEi"is81WEi • • • :,0�•'•., SIP,PS'oE1+oP.•'�2: • 10707ECHNOLOOy DPoVE ANCHORAGE SPACING, 1/1 WINDOWS 0,FLoa\Q. J.R. Owl/11 (� IYQC1fAAlGEiThWSJNEEP • • • • • NOKOMIS.FL84275 R EANpp��yypp ALUM. SINGLE HUNG WINDOW, IMPACT ,/SSIONP� F.K 11/18M5 B• OP MAX NiIER ANCh10RQTY/3 37751 TEDBY3IZE. P.O.BQX162B e.4..rna.T, h„c A. LYW'91%EkI4, P.E. NOKOMIS. FL 34774 Vbib{y Better SNf00 NTS 8 s 11 4040-20 D FL P.E.# 58705 F.K. 7120M J.J. 2231)7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 37.155 44.655 52.15 mo NOU�UfV NO'�OCII N0 U U U 1 1 1 1 1 1 1 2 211 212 2�2 211 2T_2 2(2 '21a 1 1 1 1 1 1 1 X1121221 z12 212 212 212 b IN UIQ OIN � O I— O C,D,E,F,G, 1 1 19.125 H,I,J,K,L 1 1 1 1 1 A,B,M 1 1 1 1 1 1 U ' PSF 79 C,D,E,F,G, 1 1 1 24.000 H,I,J,K,L IT, ill A,B,M1 1 1 1 1 1 3 2 6" MAX. BELOW MTG. RAIL - ANCHORS NOT REQUIRED PSF 68 C,D,E,F,G, 1 1 32.000 H,I,J,K,L 1 1 ill A,B,M 1 1 1 1 7 1 1 1 PSF 59 C,D,E,F,G, 1 1 2 2 37.000 H,I,J,K,L 1 F, 1 1 A,B,M 1 1 1 1 1 1 ]L2 ®ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A PSF 54 78 C,D,E,F,G, 2 2 3 2 40.000 H,I,J,K,L III ill A,B,M 2 2 AL3 37.155 44.655 52.15 mo NOU�UfV NO'�OCII N0 U U U 1 1 1 1 1 1 1 2 211 212 2�2 211 2T_2 2(2 '21a 1 1 1 1 1 1 1 X1121221 z12 212 212 212 b IN UIQ OIN � O I— O TABLE KEY: MAX. P C,D,E,F,G, 2 1 2 2 2 Y 2 L 2 z Z Z it Z z 'd z 2 G z c < < (DP LIMrrED) 117 44.000 H,I,J,K,L 1 11 1 11 22222233223334233344 3343443343443343443354 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- --I 2 Z Z HES 3 A,B,M - --- - ---31,314- -- -- - - -- - -- -- - __ -- --_- - - JAMB ABOVE 3 3 ill 111 111 :2L2 2 2-12 2 3 3 21-21-3j 3 4 2 3 4 3 3 4 3 4 4 3 3 4 3 4 4 3-1-31-4-1'3, 4 4 3 3 5 4 MTG RAIL PSF 45 74 51 74 79 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48.000 H,I,J,K,L 1 7 1111 222222332233343333443344443344444354444354 MTG. RAIL A B M 2 2 2 2 2 2 2 2 2 2 2 _2 _3 2 2 2 2 2 3 2 2 3 2 2 FULL DP • Irl 1r1 !2!2! 2 S2 2 3334333344 3344443344444354444354 HEAD_2 F 41 44 Cr• • •79 C,D,E,F,C1 20 • 2•+21-0212F • 2 • 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 - __ .._ - - -...- -- - - -.._. -- --- MTG. RAIL 53.125 H,I,J, 11M 1 1 2 2222253 333344334444334444 33445543 54 554354 212 2 2 2 2 3 2 2 3 2 3 _3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW A,B,M MTG. RAIL 1 1 1 1 111121212 2 2 2 3 3 3 3 3'3 4 4 3 3 4 4 4�4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 J.d8rfalmf r"° W CHANGM TM &EIW • • • ANCHORAGE SPACING STANDARD VIEW aw IF1070 TECHNOLOGY DRNE R. 01/Ofnf 8 A�plY0 MWWMlMQA' 7ED9Y812E. NDKCMIa,FL9427e 107. K' 11n9roe p JEW AODOPMAK Rti Rote tssrRrcrEDevs2e. P..gr�u ALUM. SINGLE HUNG WINDOW IMPACT „ •,,, ars NOKoCMf•B,x+FL 94274 1/isiL/y Batter sNmo NTS 9 a 11 0..• 4040-20 l7 F.K. 7 J.J. 2 307 ANCHORAGE NOTES: TABLE 6. 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX - #12 SCREWS ®2• 6.0003 U U ' ANCHOR LOCATIONS ARE BASED ON THE O O FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -17112" MAX. FROM TOP CORNERS 1 1 - 15" MAX. FROM BOTTOM CORNERS 2 2 3 2 6" MAX. BELOW MTG. RAIL - ANCHORS NOT REQUIRED 1 1 ®SILL 2 2 j2 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 1 1 ••• • • 2 2 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 2 2 ]L2 ®ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1 1 _ 3 2 AL3 MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS 1 2 sig A AVAILABLE. TABLE KEY: MAX. P C,D,E,F,G, 2 1 2 2 2 Y 2 L 2 z Z Z it Z z 'd z 2 G z c < < (DP LIMrrED) 117 44.000 H,I,J,K,L 1 11 1 11 22222233223334233344 3343443343443343443354 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- --I 2 Z Z HES 3 A,B,M - --- - ---31,314- -- -- - - -- - -- -- - __ -- --_- - - JAMB ABOVE 3 3 ill 111 111 :2L2 2 2-12 2 3 3 21-21-3j 3 4 2 3 4 3 3 4 3 4 4 3 3 4 3 4 4 3-1-31-4-1'3, 4 4 3 3 5 4 MTG RAIL PSF 45 74 51 74 79 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48.000 H,I,J,K,L 1 7 1111 222222332233343333443344443344444354444354 MTG. RAIL A B M 2 2 2 2 2 2 2 2 2 2 2 _2 _3 2 2 2 2 2 3 2 2 3 2 2 FULL DP • Irl 1r1 !2!2! 2 S2 2 3334333344 3344443344444354444354 HEAD_2 F 41 44 Cr• • •79 C,D,E,F,C1 20 • 2•+21-0212F • 2 • 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 - __ .._ - - -...- -- - - -.._. -- --- MTG. RAIL 53.125 H,I,J, 11M 1 1 2 2222253 333344334444334444 33445543 54 554354 212 2 2 2 2 3 2 2 3 2 3 _3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW A,B,M MTG. RAIL 1 1 1 1 111121212 2 2 2 3 3 3 3 3'3 4 4 3 3 4 4 4�4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 J.d8rfalmf r"° W CHANGM TM &EIW • • • ANCHORAGE SPACING STANDARD VIEW aw IF1070 TECHNOLOGY DRNE R. 01/Ofnf 8 A�plY0 MWWMlMQA' 7ED9Y812E. NDKCMIa,FL9427e 107. K' 11n9roe p JEW AODOPMAK Rti Rote tssrRrcrEDevs2e. P..gr�u ALUM. SINGLE HUNG WINDOW IMPACT „ •,,, ars NOKoCMf•B,x+FL 94274 1/isiL/y Batter sNmo NTS 9 a 11 0..• 4040-20 l7 F.K. 7 J.J. 2 307 REVISED g with the Florida do 11+1+101 ulult LYNN MI44F� a= 1010 6� Luz: SZPj of 2` ^:�Q � "•..,• FLOR�P••�C�. "ss►ONP�,��`� A. LYNN M6LE1�; P.E. FL P.E.# 58705 ••• • • • ••• • • REVISED g with the Florida do 11+1+101 ulult LYNN MI44F� a= 1010 6� Luz: SZPj of 2` ^:�Q � "•..,• FLOR�P••�C�. "ss►ONP�,��`� A. LYNN M6LE1�; P.E. FL P.E.# 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8, JAMBSCUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. • • • ••• • • SASH HEIGHT ♦ • • • WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. • SUBSTRATE. 12.776 p�odu9 Como 15.776 18.776 SUBSTRATE: 17.126 24.77 1 22.668 30.776 28.211 31.106 ANCHOR TYPE WIDTH 33.754 U ZzM 8 04Nz Q O Q •• 39.298 f{fJJ) 44.839 S -UV U(J 60.382 ^) 0S Nz o N OM 55.925 ANCHOR TYPE: o 2 U o U U 0 2 2 2 2 2 U�U 2 o U U 2 1 1 U U o U U o U 2 2 WINDOW GLASS 0U mz 2 z- 0 z z O O O r-01000- 2 2 3 2 2 3 MOz O z0N O Z z gNz-zm0z N O 0of 0 �U Oz WIDTH TYPE 79 ---F-3--F3- U U 2 U U 3 3 U U 3 U U 19.125 D,E,F,J, 1 1 1 1 1 1 ...2.- 1 1 -2 1 1 __.2 1 1 1 1 .._2_ 1 1 1 1 1 1 1 1 1 1 3 KL 1 3 1 3 1.._. 1__.__..2... 2 2- • • • s • 2 • 2 2 2 2 3 2 3 3 2 3 3 3 3 +2 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 K,L 1 ..,. 1... 1 2 2. _.2_ . -2 . _..2 2 2 2._.. _3 3 -2 3 _.-3 73 1 2 3 3 3 3 3 3 4 D,E,F,J, 1 '7 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 PSF 79 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 _..._._._ 1 2 2 _.. 1 2 ...._------_.._.___ 2 1 2 K,L 1 ___. 1 -_....._.___-____. 1 2 2 2 _._...____.-_.._ 3 2 3 3 __-__.....----------_..-____ 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 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 4 4 3 4 4 3 5 4 4 5 5 4 8 -- -- - -2 - ._. K,L 1 1 1 2 2 2 3 3 3 4 PSF 79 78 79 1 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 ...3.__..5--4--3--5 2 2 2 1-2-2-21 --5._. 2 2 2 .5 2 2 K,L 1 ...1_ 1 2 '2.... Z 3 .....3- 3 4-4 4 -4 4._...__5... 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 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 4 4 4 5 4 5 5 4 8 5 4 6 8 5 6 PSF 71 79 63 71 79 64 66 77 69 69 53.125 D,E,FJ, 2 2 2 2 2 2 ±3-3- 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 22 2 3 4 4 4 5 4 5 6 5 6 6 5 7 8 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. • • • • ••• • • SASH HEIGHT ♦ • • • • • SUBSTRATE. 12.776 p�odu9 Como 15.776 18.776 21.776 1 24.77 1 27.776 30.776 31.106 ANCHOR TYPE WIDTH MNU'�Q z OO U ZzM 8 04Nz Q O Q •• U f{fJJ) •• S -UV U(J S ^) 0S Nz o N OM NWINDOW vQV$ ' Vz V 19.125 1 1 1 2 1 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 79 ---F-3--F3- 37.000 21 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 4 3 4 74 40.000 2 2 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 T TF -3- 344.000 • • • s • 68+ • 7t • • • 44.000 2 $• +2 2• 98 2 3 -3-F--3-T-3 4 3 3 4 3 4 5 3 4 5 1 3 1 4 48.000• O• 2• t 1 to 20 20 •J 002 1 3 4 T TT -3- 4 3 4 4 3 4 -5-T-3 4 5 1 3 1 4 73 1 1 58 66 72 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 1070TECHNOLOWOPoVE ANCHORAGE SPACING, I • • • • • NOKOMIB, FL 99276 nr� ?R Q7Yl 8T lCTED 8YSR . PA. BQX 1629 ALUM. SINGLE HUNG WI NOKOMIB. FL 99274 VW* Batter 10 a 11 ••• • • • • ••• • • • ♦ • • • • • • p�odu9 Como MAX PSF (DP LIMITED) 112 JAMB BELOW 2 tl 11 l"l' i ;.`� pC��..........//lac MTG. RAIL (FULL = is No. 58705 * _ • •• •• • • • •• •• ••• • • • ••• • • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 17 V2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 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 T. KEY: MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAILRovvcr PSVISBD t the I loddo Is wnvlyin'mdl �7a��v - t o vza? 6 ® TABLE 8. KEY: p�odu9 Como MAX PSF (DP LIMITED) 112 JAMB BELOW 2 tl 11 l"l' i ;.`� pC��..........//lac MTG. RAIL (FULL = is No. 58705 * _ JAMB BELOW 2 MTG. RAILCA - ••• t ftcr ,STA .: O.c` .^USTOM VIEW ' ' •.. FtOMO' ''�,9S/�/ONA� NDOW, IMPACT A. LYNN 1�11LL�f�, P.E. tr.w„x. 4040-20 D FL P.E.# 58705 EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) As CONCRETE ANCHOR I 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 4) 1/4"SS4 CRETE -FLEX. (SEE NOTE 2 & 3)® • FLA 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 MIN., 1/4" TAPCON ® TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE MIN., 1/4" CRETE -FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" OPTIONAL 1 c= 13/8" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE MIN. ® WOOD BUC ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE t 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF • 6083-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE • OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA #12 SHEET DETAIL A SHIM DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE -------- MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAYBE 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 1 114" N. 13/8" RAGE REQUIREMENT. MIN. 6, 114" MAX. SHIM 1/4" MAX. SHIM { 7 AT COME INTO CONTACT OWITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING® RAIL. (SEE NOTE 1 & 3) ® RAIL. (SEE NOTE 2 & 3) 3.35 KSI MIN, CONCRETE INTERIOR OR 1.5 KSI MIN. CMU (ALL JAMB DETAILS) EXTERIOR x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. I�— SHIM WOOD FRAME MAX. O SHIM RODUCT REVISED 1z WOOD FRAME � complying with the Flatida Building Code.131"DIA MIN. T Accoptenco No x 2 112" NAIL, Exp' ate $O/6 131" DIA. MIN. AT CORNERS ` x21/IANAIL, AND 5"O.C. Munni deem actContto WOOD FRAME AT CORNERS AND 5" O.C. •• • • �/� .131" DIA. MIN. n 1 I I l t l LYNN 19/� i • • i • i i i x 2 1/2" NAIL, (� � 0y AT CORNERS • • • • �AI • • • • • • • HIM • AND 5" O.C. ? •' • r• •••DETAIL F (HEAD) •• DETAIL E, (JAMB) DETAIL G, (SILL) 14o.58705 TYPICAL INTEGRAL FIN ANCHORAGE ® J.J. 14V7/!! D A•7CttANGEE77il88hE • • •a'"'a""' 1070 TECNNOLOOY oRNE NOKOMIS, 8.9427E P.O.e0xts2e NOKOMI8. FL 94774 ANCHORAGE DETAILS '��.• STA�� FI •' _�� '- �,C ''•. FLORIDP''�C '� �'�`SS/ONP- A.LYNtilMlll'LI�,P.E. FL P.E.# 58705 J.R. Pf/O1/11 ® NO C w*" Tift • • • • • 1°• ALUM. SINGLE HUNG WINDOW, IMPACT rrvrE oe rE wtDERHorEs. F.K. 11". & AWNO A T E DIM. .V7W%7 IT Dr. p,,,;-2, F.K. 9/1911105 J.J. 2l2�r VJstb$� Batter aw: an.. a,,,,t,�,,y, a." SH700 NTS 1 11 a 11 4040-20 0 ••• • • • • ••• • • • • • • • O • • • • • • • • • • • • MIAM MIMS DEPARTMENT OF REGULA' BOARD AND CODE ADMINI CIT MAR 2 x 2014 I DADE COUNTY, FLORIDA P NTROL SECTION 11805 SSV 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mianiidaft.zov/eC0r1DMV SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the, right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD — LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. LIMITATIONS: I, Egress operable doors must comply with minimum clearance width per FBC, as applicab" • • LABELING: Each unit shall bear a permanent label with the manufacturer's rttme V logo,-,eity, state ,...... model/series, and following statement: "Miami—Dade County Product Control Apecoveddt", unless ti- vise • noted herein. 6666. 6666 6666.. • 6666.. RENEWAL of this NOA shall be considered after a renewal application has been -filed and theaeAas been••••; no change in the applicable building code negatively affecting the performance of &9, product. 0.0.0 6 0.0.0 TERMINATION of this NOA will occur after the expiration date or if there has been arevisln.8f Aangd 0 • • •' 60 66 66 . 666. in the materials, use, and/ or manufacture of the product or process, Misuse of thi$ JJQA as an endorsement 6 of any product, for sales, advertising or any other purposes shall automatically te1mittatlr this NOAH Failur000000 6060.. to comply with any section of this NOA shall be cause for termination and removal of NOA.10 6 ADVERTISEMENT: The NOA number preceded by the words Miami—Dade C8unty, FWda, ang• • 0 0 followed by the expiration date may be displayed in advertising literature. If any portion 6MM 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, d consists of this page 1 and evidence pages E-1 and E-2, as The sub i ,d documentation was reviewed by Jaime D. Gascon, P. E. ;r `t4✓ -Fk` age PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD - LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by 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 Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -7554, dated 11/01/13, 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 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202---94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL---5980, FTL-5993, FTL -6036, FTL-6001, FTL-6014, FT"L-6015, %"JT"017, FTL--6023, • FT"024, FTL-6025, FTL-6028, FTL-M31.,•.FTir-6W anti•.... FTLr-6036, all dated 08/10/09, signed and sealed by Julio Gonzales T. E. : • • • • Note: The test reports No.'s FTL-5980, FTL-6001 and. +' .601! rave beer•'•e revised and reissued on 12/29/09, all signed and sealed by Julio Gon,Z.�es, P.11.... • (Submitted tinder previous NOA No. 09-0826..10) • • • • • • • • • • •.. .. ..... .. .. .... ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comm lying with FBV-201Q, prepared by manufacture, dated 01/24/14, signed and sealed bg Lynlr Milkr,*V $. 2. GIazing complies with ASTM E1300-09 • • • • • Jaime D. Gascon, P E Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL -5993, FT"036, FTL-6001, FTL-6014, FT"015, Ylr"017, FTL-6023, FT"024, FTL-6025, FT"028, FTL-6031, FT"033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed -by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued byproduct Control, signed by Ishaq Chanda, P. E. • • • • • • • ...... (Submitted under previous NDA No. 09-0826.10) • ...... .... ...... G. OTHERS .... .... ; • • • •; 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industries o fAc. foi &#VSerier.... "SGD-770 Aluminum Sliding Glass Doors w/ wo ReinforUMV14s", 4pp fAed ori-:--* so 00 12/01/11 and expiring on 02/17/15. • • • • . . . .. . .... . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-2 G (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART • T=TEMPERED HS =HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES - SGP- .090 DUPONT SENTRY GLAS PLUS DBPVB =.090 DUPONT BUTACITE PVB QA - Ztlgr I AMINATFD' (21 LITES OF 31116" HS MS ITHAN.090 DBPVB INTERLAYER. SHEETS 7,8 & 9 03A - 9116" LAMINATED: (2) LITES OF 114" HS GLASS WITH AN .090 DBPVB INTER . G4A - 9116" LAMINATED: (2) LITES OF 114" HS GLASS WITH AN .090 SOP INTERLAYER. G5.1" LAMINATED I.G. 3116" T EXT. CAP + 31W AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPV13 INTERLAYER. G6 - 1" LAMINATED I.G. 3/16" T EXT. CAP + 318" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" AS GLASS WITH AN .090 SGP INTERLAYER GSA -1" LAMINATED I.G. 1/4"T EXT. CAP + 5/18" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. GOA -1" LAMINATED I.G. 114" T EXT. CAP + 5116" AI R SPACE + 7/16" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 SGP INTERLAYER. G7 - 7/16" LAMINATED: (2) LITES OF 3116" ANN GLASS WITH AN .090 SOP INTERLAYER. 07A - 9116" LAMINATED: (2) LITES OF 1/4" ANN GLASS WITH AN .090 SGP INTERLAYER. C2 GB -I' LAMINATED I.G. 3116" TEXT. CAP+ 3/S" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" ANN GLASS WITH AN .090 SGP INTERLAYER. ERLAYER NOA DRAWING MAP 138A -1 LAMINATED I.G. 1/4 T EXT. CAP + 5/16 AIR SPACE + 7/16 LAMINATED: (2) LITES OF 3116 ANN GLASS WITH AN .090 SGP INT 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. IIIIIIM NEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. Q 6. REFERENCES: TEST REPORTS FTL-5980, FTL-5983, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL.6031, FTL-6033 AND FTL-6036 DATED 817/09, FTL-7554 DATED 11101/13. ELCO TEXTRON NOA: 07-0425.01, 03.0225.05, ANSUAFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADW2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONNGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - 7" S. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF 012 wKEM SHEET GENERAL NOTES.............1 QUALIFIED CONFIG.......... 2-4 GLAZING DETAILS ............5-6 ANCHORAGE .....................7-15 DESIGN PRESSURES.....,. 7-9 ELEVATIONS ..................... 15-16 CONFIGURATIONS ........... 17 VERT. SECTIONS..............18 HORIZ. SECTIONS ............ 19-20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22-23 138A -1 LAMINATED I.G. 1/4 T EXT. CAP + 5/16 AIR SPACE + 7/16 LAMINATED: (2) LITES OF 3116 ANN GLASS WITH AN .090 SGP INT 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. IIIIIIM NEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. Q 6. REFERENCES: TEST REPORTS FTL-5980, FTL-5983, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL.6031, FTL-6033 AND FTL-6036 DATED 817/09, FTL-7554 DATED 11101/13. ELCO TEXTRON NOA: 07-0425.01, 03.0225.05, ANSUAFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADW2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONNGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - 7" S. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF 012 wKEM 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE, 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. hlaoomy Strenplh Requiremants PRODUCTREVISED Unprountad CMU ASTM C40 m wmplyin8 with life Buildln8 Codo ASTM C -W 1Ath proof eonfarm1-0 Acoeplm w No Drooled CMU to Section 2105.2.2.1.2 end 131 nj�p{P U18" 3500 PBI RBOB of the FBC.f _. Elco CrebFlax 1/4" 1 3360 pet 1 N118iUadO1 i.k' t C ww , , u , ,n m . c m ..Croh•FIax 884 114" 1 314 2•V2 1 14 1 ReWflRltenpBtl •- Deflnitlorm • • • • • Emb. = Embedment Wood orews(Hea , $III Jambs) n. ����\��( LYNN Af, i P-Haok chorT on eP.H&ak I4►rwYfp AdWor(Anchor Shear) Ed -Edge Distance \ '..CENSE. (e4Q/1 1 Type In. Emb Mln. Ed �`r.• (� Conerat• • •Qpotl d n to brouted CMU Min. - Minimum Q? ; #12 Wood 8orew 1 3/ ' 1" Type Die. Mnift. Emb. Min. Etl Min. Emb. Min. Etl n. Emb. Mln. Ed Eloo C70b-Flex 80.58705EIeo URreeon 1M' 1 314 2 112 1 3/4 2 112 1 514 1 114 CONCRETE SCREWS STRENGTHS: UNLESSOTHERH4'SENOTED'EkoCrote•Flex884 114" Not Recommended 1 314 2 112 Not Recommended FY M. =135 KSI _ • _....N. =177KSI- RMe/ • • • • • oare6e=� ' STATE J.. fafu1l c Fec201 cbDECNuvcE • • • . GENERAL NOTES AND MAP ' O ? G WRCaP T f70 CHNOLOGYORA4F �( F<ORIOy;. •' Gi�� JR ObrJ 14 02 TE f •' • • • NI( MIS, FL $4275 *•' 'i y t w • . e • • SERIES 770 ALUMINUM SGD - LMI ''�SSIONA� P.O. BOX f5M oaa. ow: NO'(W8, FL 0274 e.r.saer sur= ane w.ealay. w. A. LY4 MUMS SM OQ/05707 SGD770 NTS 1 w 23 PGT00022 C2 RE .FH 1705 • • • • • • • • • • APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, r--- �i- SHTS. 7-9 '1 SHTS. 7-9 �— SHTS. 7-9 Qq S TAS SEE '%VA SEE 7up DP DP rr �.TABLEic! TABLE SHTSsc! �,► � m fL! iL! �6! • iFi iD • r Qi fFi • {j! fE! Xp ' XO, CFF n P TARI F XXp HTS. 7-9 SHTS. 7-9tCV, J 0 , I EE BLE B , + 0 J 0 + OXO, OXX, XXO, OXXp, XXXp R OXXO, XXXO, OXXX, XXXX, , XXXXp CORNER, TYP. POCKET, TYP. POCKET DOORS: . • • ALL CONFIGURATIONS SHOjrAjESQ jVAIL-4BLI' AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTVLA•I10:1. f-)oNNjPjIFb •• XXXX IN POCKET COAPIGMT101V CAN BE•pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABL& ?ANEL A SI NIFI INOPERABLE PANEL. 1WI1/11 1VOCHANG1EWW84EET ; • ' • • To �cNNo�ooraaA� QUALIFIED CONFIGURATIONS I 01/2"4 C2 NO CIMM-TO TINISHEET• • • • • • • • NAlOMtB, FL 9 276 m r. • • • • • ao raze SERIES 770 ALUM, SGD - LMI _ Lco.. Noxaws, Fl stsu °M""�` —NTS 2 -23 a..ro PGT0002 C Wmwsoo»o • • • • • • • • • • • •• •• • • • •• •• the Florld" * No. 587055 1' SATE of '•_��� SSII/O'NA A. LYNN rdlLL�fi,`P.E P.E.# 68705 P J 0 ' 1 -UH W ailV � e X OXXO, XXXO, OXXX, XXXX, , XXXXp CORNER, TYP. POCKET, TYP. POCKET DOORS: . • • ALL CONFIGURATIONS SHOjrAjESQ jVAIL-4BLI' AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTVLA•I10:1. f-)oNNjPjIFb •• XXXX IN POCKET COAPIGMT101V CAN BE•pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABL& ?ANEL A SI NIFI INOPERABLE PANEL. 1WI1/11 1VOCHANG1EWW84EET ; • ' • • To �cNNo�ooraaA� QUALIFIED CONFIGURATIONS I 01/2"4 C2 NO CIMM-TO TINISHEET• • • • • • • • NAlOMtB, FL 9 276 m r. • • • • • ao raze SERIES 770 ALUM, SGD - LMI _ Lco.. Noxaws, Fl stsu °M""�` —NTS 2 -23 a..ro PGT0002 C Wmwsoo»o • • • • • • • • • • • •• •• • • • •• •• the Florld" * No. 587055 1' SATE of '•_��� SSII/O'NA A. LYNN rdlLL�fi,`P.E P.E.# 68705 S TP SF CFF ]'1 P TART F o g�o yam W w FF_Z 5 wW oxxxo, xxxxo, Oxxxx, xxxxx, xxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S C TA SF CFF n P TAR] F SHTS.7-9 , EE 119rV N ) P �.: w BLE IT ITS. I X� tl / / s / / / s T -9 -9 s s o g�o yam W w FF_Z 5 wW oxxxo, xxxxo, Oxxxx, xxxxx, xxxxxp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S C TA SF CFF n P TAR] F bi`�[•c`xJx�cy gwxxxa,- oxxxxx,xxxxxx. APPROVED CONFIGURATIONS 17m i +-• • • • • i• ! • • 0P QUALIFIED CONFIGURATIONS*41N KrOMB, n 3276 m • SERIES 770 ALUM. SGD - LMI ••Oa.Rt N.34274 Navoa TS 3 d 23 POT0002 ••• • • • ••• • • ���uul'�illl �1��`.•'��GENSLc '•. 'p1 k No. 58705 �i 0T FLORtOP•' C9� A. LYNN MILLER, P.E. P.E.# 58705 SHTS. 7-9 , 1 1 .E BILE ZEN 112N -9 s t: bi`�[•c`xJx�cy gwxxxa,- oxxxxx,xxxxxx. APPROVED CONFIGURATIONS 17m i +-• • • • • i• ! • • 0P QUALIFIED CONFIGURATIONS*41N KrOMB, n 3276 m • SERIES 770 ALUM. SGD - LMI ••Oa.Rt N.34274 Navoa TS 3 d 23 POT0002 ••• • • • ••• • • ���uul'�illl �1��`.•'��GENSLc '•. 'p1 k No. 58705 �i 0T FLORtOP•' C9� A. LYNN MILLER, P.E. P.E.# 58705 APPROVED CONFIGURATIONS: S TA SF 7 SFF_ D.P_ TABLE. oxxxxxo, xxxxxxo, oxxxxxx, xxxxxx/ xxxxxxxp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 qFF n P TART F_ S TP Si SHTS. 7-8 EEBLE 9 s �,JJ,M!V Imm 1P BLE /V 4 ITST ITS. q -9 -9 Imm I •• • • • oxxxxxo, xxxxxxo, oxxxxxx, xxxxxx/ xxxxxxxp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 qFF n P TART F_ S TP Si oxxxx)"; )(*)(;xo, oxxxxxxx, xxxxxxxx, xxxxxx)- N/\4 • • • • • • • • • • • • • 70•EONNOLOOYO �q.KOMIA N•xoMw. FL 342755• • P.0.901(1528 FL 34274 SERIES 770 ALUM. SGD - LMI SW770 NTS 4 w 23 0.",PGT0002 wish W5 Flor(de \\1l III111j `� ��.•'\,\DENSE "•. F� i * N0.58705 :�Q •'. SATE OF •_�` i T�'•.. PLOR101"•'�Cj�� AL ` A. LYNN MILLER, P.E. P.E.# 58705 SHTS.7-9 I D 3 7j�— I EE s , 1P BLE ITS. -9 I •• • • • 1. oxxxx)"; )(*)(;xo, oxxxxxxx, xxxxxxxx, xxxxxx)- N/\4 • • • • • • • • • • • • • 70•EONNOLOOYO �q.KOMIA N•xoMw. FL 342755• • P.0.901(1528 FL 34274 SERIES 770 ALUM. SGD - LMI SW770 NTS 4 w 23 0.",PGT0002 wish W5 Flor(de \\1l III111j `� ��.•'\,\DENSE "•. F� i * N0.58705 :�Q •'. SATE OF •_�` i T�'•.. PLOR101"•'�Cj�� AL ` A. LYNN MILLER, P.E. P.E.# 58705 202 EXTERIOR 3/16" HS GLASS .090 DBPVB - 3/16" HS GLASS - 7/16" NOM. - 203 EXTERIOR 114" HS GLASS .090 DBPVB - 1/4" HS GLASS 9/16" NOM. -+ 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE 204 EXTERIOR 3/16" HS GLASS .090 SGP — 3/16" HS GLASS - 7/16" NOM. - 7/16" LAMINATE[ 205 EXTERIOR 1/4" HS GLASS .090 SGP - 1/4" HS GLASS 9116" NOM. 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE Fx214 EXTERIOR3116" ANN GLASS .090 SGP — 3/16" ANN GLASS - 7/16" NOM. - A7/16" LAMINATE[ 215 EXTERIORI/4" ANN GLASS .090 SGP - 1/4" ANN GLASS 9116" NOM. -� 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE with the Florida 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A Op 9/18" LAMINATED GLASS TYPES G7A Fxpi[dt on Dnta AI it Ded Produc mrfrol .. t\111111II,� / • • • • • • • • * • No. 58705 � � '' • •}•'• o EF SATE F J.J. 10/11/11 C NOCHAMQE•THIS&XET • • • • • • °r" GLAZING DETAILSftww ��' • F�O�OP.. 'G\; ���,,NA����,•• JR 1/23/14 C2 ADDEOQlAaMIQ • cel, 1 & A •I!!. • • VIE s,Flsfa>�a • TM� SERIES 770 ALUMINUM SGD - LMI 8/1 • • • • • • P.O. BOX 1628 NOKOMI3, FL 31274HUT rrs u�+roxa mm NTS 6 w 23 PGT0002 xM C2 A. LYNN MILLER, P.E. P.E.fi 68766 °M`"id °"� 8M • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 210 212 216 EXTERIOR 3/16" HS GLASS 3/16" HS GLASS EXTERIOR 3/16" ANN GLASS .090 DBPVB EXTERIOR .090 SGP .090 SGP 3/16" HS GLASS 3/16" HS GLASS 3/16" ANN GLASS 3/8" AIR SPACE 74 3/8" AIR SPACE 74 3/8" AIR'gWCE r34�'NOM. 3/16" T GLASS 3116" T GLASS 3/16" T GLASS 1"NOM. II - 1"NOM. - 1"NOM. 83 1 83 83 3/4" NOM. 3/4" NOM. GLASS GLASS S 79 BITE 79 BITE 79 TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 211 EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16" HS GLASS 5/16" AIR $PACE 1/4'T GLASS 1"NOM. 1" LAMINATED I.G. TYPES G6 213 3/16" HS GLASS EXTERIOR .090 SGP 3116" HS GLASS 5/16" AIR SPACE 1/4'T GLASS 1" NOW TRUSEAL DURASEAL SPACER— C2 1" LAMINATED I.G. TYPES G8 217 EXTERIOR 3/16" ANN GLASS .090 SGP 3/16" ANN GLASS 5/16" AIR -SPACE 1/4" T GLASS 1" NOM. Or • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 83 1 83 83 314" NOM. 3/4" NOM. V314BOM.GLASS GLASS SS79 BITE 79 BITE 79 E A � � PRODUCT REVISED as complying with the Plotido TRUSEAL DURASFAL SPACER TRUSEAL DURASFAL SPACER TRUSEAL DURASEAL SPACER Building Code Acccptanco No_ 1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A 55 Q1" LAMINATED I.G. TYPES G8A 55 6xp'ueNRnDntc, j'Q • Minml Dndo Product Comrol - \\\1111111,/j •• ••• • • • • • • •• •........ • �(( �'i '•. FSP 0 • • • • • • • • �'��.•'\CENSE • • • • •00 • • • • ` * N0.58705 •��` 1�, • • • °rv►°"` STA O E O J.J. 10/11/11 C 16;ww NO CHANGE THIS MEET • • • • • 1 � aleol! t NOXI'1�1IS, FL�4a74li�n ® GLAZING DETAILS t„I I j I I \ \\ A. LYNNMILLER,68 05 P.E. ME• JR 0123114 C2 ADDED GLAZING TY/BI W dl18 3 GBit 7. • • SERIES 770 ALUMINUM SGD - LMI 39n o O SMC 08�4d6/08 RJA SOD770 NTS 6 a 23 � PGT0002 C2 ft Or • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • DESIGN PRESSURE AND MCHORA13E-UN-REINFORCED -STANDARD STILE- STANDARD ASTRAGAL TASLEI. > HEW & SILL (H%S) NTERLOCK, STRAIGHT & OORNB2ASTRAGAL CLUSTER FLUS NfISRIAM ATEANCI-10R QTY. PER PANEL H & S, > JAM3 ANCHOR OTY. >P-HOOKANCHDR QTY. OVERHANG OH LENGTH OH OH HEIGHT 03 - 7/18' LAMNATBO OLASS . (3/16' HS. / P✓B / 3116' HS.) Anchor Types: gIOR EQUAL TO 1 GREATER SEE NOTE 3 03A - 9116' LAMN4TED GLASS - (114' H.S. / P/B 11/4' RS.) • 1) -1/4" B.00 U.TRACON (FORMERLY TAFCON G5 - 7116' LAMNATED I.G.U. - (3116' TEMP. / ARI 3(16' HS. / P4813116- HS.) 2) -1/4" SS4 CRETEFLOC • •• •• 05A- 7/1(' LAMNATED LG.0-(IW TROP./AIR/318-KS. I WS/3116"HS.) • 3)'5/18' ILTRAOON •• ••• • G7 - 7/16' LAMNATED GLASS - (3/16' AMI. / SGP/ 3/16' AMI.) • ••• 4) '#12 STEN. SCREW (05) G7A-9116'LAMNNTEDGLASS -(114-AM ISGPII/4-AM) 'SEE ANCHORAGE NOTES 1&2ONSHEET 1. G8-7/18'LAMNATED I.O.U.-(3116'TEMP. /AIR/3118'AMI.ISGP/3118'ANN.) GBA-7/16'LAMNAT®LO.U-1/4"TEW../AIR/3/16'ANJ./SGP/3/16'ANV. UNIT HEIGHT 80 84 90 96 z � NOM. PANEL FRAME 8 0� O0 O WIDTH SIDE N v V N R N U '� Y N U c C7 GLASS TYPE -ALL ABOVE +80 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+I C4+1 C4+2 24 }i JAlu10 10 10 10 10 10 10 10 10 10 10 10 10 Z P -HOOK 5 5 5 6 5 6 5 5 5 5 5 5 GLASS TYPE - ALL ABOVE +80 -60.0 +60 -80.0 +80 -80.0 +60 -60.0 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 B 10 10 10 101101010 [JIS 1010 10 10 30 OK 5 5 5 5 5 5 5 5 1 5 5 5 5 GLASS TYPE -ALL ABOVE +60 -60.0 +60 -60.0 +60 -60.0 +80 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 36 JAMB 10 ji 10 1 1010 10 10 10 10 10 10 10 10 P-HOa( 5 5 5 5 5 5 6 5 5 5 5 6 GLASS TYPE - ALL ABOVE +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42y JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d P -HOOK 5 5 5 5 5 5 8 8 6 6 8 8 GLASS TYPE - ALL ABOVE +60 -60.0 +60 -60.0 +60 -60.0 +60 -60,0 HM C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 46p JAAAB 10 10 10 10 10 10 10 10 10 j 10 10 d P -HOOK 1 5 5 1 5 18 6 6 6 6 6 7 7 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. O = EXAMPLE ON SHEET 10 2. WHEN USING THE 21/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE % 3.4'.3 1W AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVEIQHAAI6 COMPL- INJ OVjTH:HP• • • • FLORIDA BUILDING CODE (SEE ADJACENtDIAGRAM • • • • • • • THIS CONDITION IS NOT RATED FOR WATEfi INFILVATION. • • • 000 • 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPA:INS & D4EI4 • INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS TABLE 1A SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH 1-1/2" WA LOW 2-112" +46.87 PSF MED 3-1/4" +80.0 PSF HIGH 4" + 60.0 PSF SEE NOTES 1-3 J.J 10/11/11 NO CHANGE THIS SHEET • • • • • • ! _ • DLO WIDTH = NOM. PANEL WIDTH - T' DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 90* OUTSIDE CORNER 90" INSIDE CORNER OH LENGTH �{ OVERHANG OH LENGTH OH OH HEIGHT HEIGHT gIOR EQUAL TO 1 GREATER SEE NOTE 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DLO WIDTH = NOM. PANEL WIDTH - T' DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 90* OUTSIDE CORNER 90" INSIDE CORNER SERIES 770 ALUMINUM SGD - LMI "`���111 rrwwt asr r[ u..pw sonno NTS 7 r 29 POT0002 REVISED ig 111111 rite Florid. 1c N0.58705 . FLORxO�;'''�C2�� A. LYNN MILLER, P.E. P.E.p 68795 OH LENGTH �{ OVERHANG OH LENGTH OH OH HEIGHT HEIGHT gIOR EQUAL TO 1 GREATER SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI "`���111 rrwwt asr r[ u..pw sonno NTS 7 r 29 POT0002 REVISED ig 111111 rite Florid. 1c N0.58705 . FLORxO�;'''�C2�� A. LYNN MILLER, P.E. P.E.p 68795 DESIGNPRESSUREANDANCHORAGE-UN-REINFORCED-HEAW DUT 0LE-STANDARD ASTRAGAL TABLEZ. >FFAD68LL (Hf�NI9a.001C 6STRAIGHTSCOWIER 7PAOAL CLIBTHT N_US MoVE,,ArEANCtMQIY.FERPAN3H8S, >JkLBAN:HORQW. >RHOMANCHORQTY. Anonor Typos. 04. TRW LAMNAIBJGLASB-(3116"H.S./ SOP/ 3118'KS.) G7-7/18' LAWATBI GLASS •(3/f9' AMI./BGP/3RS-ANN.) 1)'1/4"E.COULTMOON(FORME LYTA G4A•9118'LALORIMGLASS•(1/4'K8./SGP/1M'KS.) GTA-9/18'LAMN4TE)OI.A8S•(1/4'AM/SGP/IWA4K) 2)+1/4.884 CRETGFLEX GB-7118'LAMNATE)LG.U.-(WO"7@dP./AIR /3/18'KS. / SWI 311 a- KS.) G9. Wilt- LAMNAT®LGA -(3118'TBJP. /AIR I3/1B' AMI I SGPT $N8' AML) 3)'6118'ULTMOON GOA -7118'LAMMT®IG.U.-(1N' TEMP. IAIR I 5118' KB. I SOP 5118' K9.) GSA•7/fe' LAWAT® 10.11•(11V Tap. / AIR !&1B" AMI I BGP 13/16' AtNJ 4) W287ES-SCREN(G5) • • • • ' SEE ANCHORAGE NOTED 182 ON BFffT I. •• •• UNIT NE T SO 1 84 BO I 88 1 102 10078 114 1 120 NOMPMEL FRAME ••• •• $ WIDTH SIDE N U O N U < N U V N U V N O N U ? N U O N U m O +l M GLASS TWE -ALL ABGW 60.0 -80.0 60.0 -80.0 SOD -80.0 BOA -80.0 60.0 -80.0 80.0 -60.0 6011 •60.0 60.0 -60.0 H&S C4+1 I C4+1 I CS -2 C4+1 C4+1 CS+2 C4+1 I C4+1 I C8+2 C4+1 C4+1 C6+2 C4+1 04+1 C8+2 C4+1 I C4+1 C8+2 C4+1 C4+1 Ca+2 04+1 C4+1 C8+2 24 JAMB 10 10 1010 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 y d P•HOOK 6 b 6 6 6 6 6 6 b 6 6 6 8 6 6 8 8 8 6 8 6 8 I a 8 - GLASS TYPIE- ALLABOVIE 60.0 •8011 60.0 -60.0 60.0 •80.0 50.0 -60.0 60.0 -00.0 60.0 -00.0 00.0 -60.0 60.0 -60.0 H&S C4+1 C4+1 1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 CS+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 08+2 C4+1 C4+1n12 30 JAMB 10 10 /0 M�M 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 P•HOOK 6 6 6 6 5 5 5 5 6 6 8 6 8 6 6 8 8 8 6 0 GLASS TYPE ALL ADM 80.0 -60.0 60.0 -80.0 80.0 80.0 60.0 -60.0 00.0 -80.0 60.0 -60,0 60.0 -60.0 60.0 -0011 H&S C4+1 C4+1 I C8+2 C4+1 C4+1 C6+2 C4+1 I C4+1 I Ce+2 C4+1 C4+1 08+2 04-1 C4+1 I C8+2 C4+1 C4+1 136+2 C4+1 I C4+1 08+2C4+1 C4+1 CB+2 38 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 /2 12 12 12 12 12 12 12 P -HOOK 6 6 6 6 8 6 6 6 5 6 6 0 8 a 6 8 8 6 7 7 7 7 7 7 GLASS TWE -ALL ABOVE 80.0 -80.0 80.0 8011 80.0 80.0 60.0 -60.0 60.0 80.0 80.0 80.0 80.0 -60.0 80.0 80.0 H&S C4+1 C4+1 CS+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1CS+2 C4+1C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 1 12 1 12 12 12 1 12 PMOOK 5 5 5 5 6 6 8 8 8 B 1 6 8 6 8 7 7 7 7 7 7 8 8 8 B GLASS TYPE ALL ABOVE 60.0 -60.0 50.0 -60.0 80.0 80.0 60.0 -60.0 80.0 8011 60.0 80.0 60.0 -60.0 60.0 80.0 HSS C4*1 C4+1 I C8+2 04+1 04+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 04+1 C4+126+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 Ca+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 6 6 6 8 @ 8 8 8 6 7 7 7 7 1 7 1 7 1 8__1_8 1 8 8 1 8 1 8 9 9 9 GLASS TYPE ALL ABOVE 80.0 .80.0 60.0 8011 60.0 80.0 S0.0 -60.0 I H&S C4+2 C4+2 C6+2 C4+2 04+2 C6+2 C4+2 04+2 06+2ME! 64 JAMB 111 10 10 10 10 10 10 10 10 P -KOOK a e a e e e 7 7 7 PANELS OVER 48" WIDE GLlS37YPE-ALLABOVIE aoo .o eoo -eo.0 i 80.0 -eau -60.0 NOT AVAILABLE OVER 9611 HIGH 60 } JA1AB C4+2 C4+2 06+2 C4+2 C4t2 Cb+2 C4+2 C4+2 C5+ C4+2 C4+2 C6+2 10 10 10 10 10 10 10 10 10 10 10 7 7 7 7 1 7 1 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.2 112",3 1/4' AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OYL•RHAIOP> COtLQINQ 146TH jH4FLiDRI1*)A BUILDING CODE (SEE ADJACENT DIAGRAM); • • • • • • • • • THIS CONDITION IS NOT RATED FOR WATEFOPINFILTPArKISI.• �•"'• • • • • 4. SEE SHEETS 10 THROUGH 15 FOR ANCHO&% s NG a E1QEDWN-& • • • INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. t_� +m+si+e """ unrueune ruteauaer • • • • • • ! _ • . . -• •- I N0Kdk8, FL 84274 O= EXAMPLE ON SHEET 10 TABLE 211 SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH -1-12 WA LOW -2-12 +40.67 PSF MED -3114' +00.0FSF HIGH - C +60.0 PSF SEE NOM 1-3 M STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 ORO FOR 90" INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH I OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 DIOR GREATER SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI emnu NTS 1 B - 23 u.wv IIGT0002 REVISED B a11h the Florida �L 1111111/!! WN V�(•,ENSF (FSP /': k No.58705 �0.f� ''•. FCOR\OP•'' C'J�� F NA`,- A. LYNN MILLER. P.E. P.E.#68705 • • • • • • • • • • • •• •• • • •• ••• •• O= EXAMPLE ON SHEET 10 TABLE 211 SILL HT. VS POS. DP SILL RISE (+) DESIGN HEIGHT LOAD FLUSH -1-12 WA LOW -2-12 +40.67 PSF MED -3114' +00.0FSF HIGH - C +60.0 PSF SEE NOM 1-3 M STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 ORO FOR 90" INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH I OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 DIOR GREATER SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI emnu NTS 1 B - 23 u.wv IIGT0002 REVISED B a11h the Florida �L 1111111/!! WN V�(•,ENSF (FSP /': k No.58705 �0.f� ''•. FCOR\OP•'' C'J�� F NA`,- A. LYNN MILLER. P.E. P.E.#68705 14A- 91i4r LAMNATED O - 14 1 00-7/16"LAMINATED LO.U.-(3118"TEMP. /AR/3116-H.S./SOP/3116"H.S) 2)'1/4"SS4 CRETE -FLEX AA- 7116' LAMNATE LG.U.-(1/4•TEMP./AR/3/18"H.S./SGP/3/16-H.S.) 3)'5/18' ULTRACON 17-7118"LAMINAT®GLASS -(all WANK/SOP/3118-ANN.) 4) Vl 2 STEEL SCREW (GS) AA - 9/16" LAMINATED GLASS - (114" ANN. / SGP/ 1/4' ANN.) ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. 18 - 7/16' LAMINATED LG.U. - (3/18" TEMP. / AR 13110" A NN. I SOP / 3118" ANN.) IgA - 7116' LAMNATED I.O.U. - (I N' TEMP. / AIR / 3/16- ANN. / SOP 13116" ANN]_ rJ M lV i1 cli • H&8 08+2 C6+2 C6+2 06+2 C8+2 06+2 mm C6+2 C8+2 C6+2 `� a DLO WIDTH =NOM. PANEL WIDTH -7" 24 JAMS 10 10 10 10 10 10 10 10 10 EXT. 719 DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" P -HOOK 6 5 6 6 b 5 6 6 6 GLASS TYPE • ALL ABOVE 90,0 •90.0 90.0 -90.0 90.0 •90.0 90.0 -90.0 90' OUTSIDE CORNER AH&SC6+2 C8+2 CS+2MC6+21C6+2 C6+2 C8+2 C6+2 CS+2 C8+2 CS+2 C6+2 81 116 30{� 10 10 1010 10 101010 10 10 104 6 8 66 6 8 6 7 7 7 7 INT. GLASS TYPE -ALL ABOVE 90,0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 8 H&S C8+2 C6+2 C6+2 CS+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 38 }�°z IphiB 10 10 10 10 10 10 10 10 10 10 10 10 a P HOOK 8 8 7 7 7 7 7 7 8 8 8 8 EXT. GLASS TYPE - ALL ABOVE 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 40.0 H&S C8+2 C8+2 C6+2 C6+2 C6+2 C6+2 me C6+2 C8+2 C6+2 7P0 42 IAMB 10 10 10 10 10 10 10 10 10 7 7 8 9 9 9 Q 90.0 -90.0 90.0 -90.0 SEE NOTE A NOTE A: +/- 90.0 PSF FOR C8+2 C8+2 06+2 C8+2 06+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 GLASS TYPES 4,4A,6,8A, 90' INSIDE CORNER 10 10 10 10 10 10 10 10 10 10 10 7A, 8 & 8A; +)-87,1 FOR P HOOK 8 8 8 8 8 9 9 9 10 10 1D GLASS TYPE 7. PRODUCT REws1a0 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. �s complying %,it1 flhe Pbrida Gu8di CodA /t 2. WHEN USING THE 2 112" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4" Acceplunrn ' e e. SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. TABLE 3A OH LENGTH expiTnTfon lJate NEGATIVE PRESSURES UNCHANGED SEE TABLE 3A. 3.21/2", 31/4", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION d1j OVERHANG iliaml Undo product Control -:- WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN OH LENGTH PRESSURES SHOWN IN TABLE 3 MAY BE USED OH OH HEIGHT L 1 l 1111 I / WHEN THE DOOR IS PROTECTED BY AN SvERNA (`)KtLYjft!WI%H 1�IE• • • FLUSH - 1-117' NIA HEIGHT �` �y V,YNN EQUAL TO 1 �` O F FLORIDA BUILDING CODE (SEE ADJACENtDIAGRAM' • • • • • • • LOW - 2-1/2" +48.87 PSF �Z .• '�CENSF ' •. Q THIS CONDITION IS NOT RATED FOR WATER INF1LiRMfI014. • • • • •ii • OR GREATER .. 4. SEE SHEETS 10 THROUGH 15 FOR ANCWItAG�,9tAdlt"ANt V.ABE:)MLENT• • • �¢ No 58705 INFORMATION. HIGH • 4, + 90.0 PSF SEE NOTE 3 �F'�t 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES 1-310/11/11 Catera..NOCHANQE•��OP. •_� Cie a,p��rHNaLoornwve DPANDANCHORAGE •.,FtoR1G......... C�; JR Of/19/f4 C2 ADOEC NOYEA. �Lo/tQ41�3I• c v27e '� '� F • • • • • PE Bdk , SERIFS 770 ALUMINUM SOD - LM! ONAI- p,.•r per; per; NOK I8, 34274 ® r''r"k•� dk •"'� °"�°M' R"' A. LYNN %LAR P.E. 61L1 8♦ 8QD770 Nrs 8 d 2$ PGT0002 C2 P.E.#58705 • • • • • • • • • • • • • • • • • ••• • • • ••• 0 1/4" ELCO SS4 CRETE -FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G5) ANCHORS PERNEL" PAARE 8 MAX. INTERLOCK — — ASTRAGAL INTERIOR 8" MAX. THOSE AT THE HEAD AND SILL 3'S CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE 8" MAX. BETWEEN CLUSTERS OR THOSE t •p-�� TYP. + BETWEEN A CLUSTER AND A 4.051.i FRAME JAMB OR P -HOOK. 2.04" 4.051" O O O 1 3.5" 3.5' 24" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL 2 -TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL 1 TYP. (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR �------------------------------------------- SEE ------------------------------------------ EA 14 SEE TYP. JAMB CLUSTER C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL DETAIL BELOW SEE CLUSTER 2 C4 2 C4 2 C4 2 DETAILS, SHT. 11 x x x x x 6" MAX. ® x xx xx x x xx x x xx 6" MAX. • 10" MAX. z ® 3" MAX. x - SEE NOTE • (10) o " lAs3,5^ TYp. ® x x ANCHORS BELOW FRAME 21" PERJAMB ® ANCHORS MAX. O.C. (7) P -HOOK • 1' x� (SEE SHEET ANCHORS 14 O " A . ® ®= P-HOx OK 13 FOR • CLUSTER 24^ INTERLOCK ® ANCHORS x MAX. CENTERLINE O.C. • • 3" MAX. SPACING O.C. a 10^ MAX. 6" MAX. • x x x x x x 6" MAX. xx x x I z x x x 24" MAX. O.C� I 8" MAX, PRODUCTREVISCD 3.5" TYP. 90° CORNER n comylyi"g with die Flotido 13WCodo J7 s 3�1 EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: A��PtR"pla R.ro° (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE. Cx�YM`gRI)R�e /2p tt N41111 DRdc Pr°duct Control "-•:. SEE CLUSTER DETAILS, INTERLOCK CENTERLINE SHT. 11 8x Mme' ��tt' If(/,/) •• 4.051" O F 10 0 0 • MIN.?.•'v��ENSF o r • • • • • O.C. N0.58705 ° 3.6" —• 2.04" Z_ NOTE: TYPICAL JAMB CLUSTER FOR DETAILS =� = EXTERIOR SEE CLUSTER DETAILS, SHT. 12 SEE DETAILS S & T ON SHEET 14 &DETAILS M. N. O, P. O & R -�W - MM & N O SHEET 15 F P -HOOK A H :�� SAE� t u J.J. 10/11/11 C NO CHANGE THIS SHEET • • • • • ' : • • • ANCHORAGE SPACING &EXAMPLE PLANS Oma • . FioR10" ' C�=` JR 01&&14 C2 NO CHANGES TO 9 EET• • • • • ��7Y0=1 z � ,.x // //93/ONA\- \ • • • • • • • No aril X74 SERIES 770 ALUMINUM SGD - LMI /'01111101, """"°°'� KdGs '�i� •"` """ °—ew Rh A. LYNN MILLER. P.E. RX *lml °1,",e,„— °�10-",° am,SOD770 NTS 10 d 23 1 POT0002 02 P.E.058705 ••• • • • • ••• • • • • • • • • • • • • INT, ASTRAGAL OR — INTERLOCK CENTERLINE 3.5 1.75 *4.05140 35V F 2 -TRACK, ASTRAGAL ! INTERLOCK ANCHOR CLUSTER - C4 ASTRAGAL OR INTERLOCK INT. CENTERLINE 3.5 4.072 5.369 RACK, ASTRAGAL /INTERLO ANCHOR CLUSTER - C4 AS I KAGAL OR INT INTERLOCK — CENTERLINE 1.75 3.5 2.040 INT. ASTRAGAL OR INTERLOCK CENTERLINE 3.5 2.040 4.051 7 2 -TRACK ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C5 INT. ASTRAGAL OR INTERLOCK CENTERLINE 3.5 1.75 14.051 2.040 7 2-TRACK,ASTRAGAL/INTERLOCK A L INT. INTERLOCK CENTERLINE 3.5 2.040 ' 4.072 4.049 3 -TRACK INTERLOCK NO •• ••• 4.051• - 4 -TRA_ CK, ASTRAGAL / INTERL CV • • ANCHOR CLUSTER - 04 • • • • '17 rt. Co,. NO CHANGE THIS 1HEET • • • • • • • rtwrbn; • • • • 10� gi`INry..00.OR 4 C2 NO CHANGES TO /s EET• • #IOK @MEWL 38275 • • • s • • • P.I.BOX *2.8 tarecw pew NOKOMIS, FL 34274 B ANCHOR CLUSTER - C5 • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 000 0 0 ANCHOR CLUSTER - C6 A TR L OR INT. INTERLOCK CENTERLINE +--- 7 3.5 j4.049 2.04 3 -TRACK, ASTRAGAL! WTERLOCK ANCHOR CLUSTER - C6 A5IKAGAL OR INT. INTERLOCK CENTERLINE 3.5 4 2.040 NCHOR CLUSTER - C6 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI eswrrca.t syw en..e SOO770 NTS 11 -23 PGT0002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. PRODUCTREVISI- ns complying with the Flu,ida I',vilding Cvde Acc:ptanco Nn �.2��Zy�{}��, n4la,rfi3a1e1'roAuctControl- 111111117t/I� ` pNY k,lmr �'��.•'�,\GENSF 58705 STATE LORP ' SS/ONA\- ,' A. LYNN MILLER, P.E. P.E.N 58705 EXT 3.5 2 -TRACK, 90° OUTSIDE CORNER SHOWN, 2 -TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 I I�tjjjf� INT. 2.04 3.889 11 2 -TRACK, 90° INSIDE CORNER SHOWN, 2 -TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C5 AND C6 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. b `C PRODUCT RBVISED 3.889 ns canplying wish the Floddo Building Code ��}^ ccept:mcc 1,10s Jia-'-'.�, EXT. B�phmion.Drte 2.(Oi4 -BYf ivlin!nlDaUoPmA!�siConlrol'''- EXT, — ► 3.5 • Y'hs: 3 -TRACK, 90° OUTSIDE CORNERS,_�HgO{�Wt�� • • 4 -TRACK, 90° INSIDE CORNER SHOWN, 3 -TRACK, ROAN OR CLUSTER R Ep •SI) : 4 -TRACK, 90- OUTSIDE C-8 ANCHOR CLUSTER (OPPOSITE) ER REQUIREDC\�r�, •�tGFNSF ' !�P / AT Aft 3JEA C R E, • • • AT ALL 4 -TRACK CORNERS Q ' •• ••• •• • • • •• � -Ec: No. 58705 2KEO UJ rtorwe/: nw: w.ra»: • • • • • • oe.es '�O••' s'•: ��� J.J. 10/11/11 C NO CHANGE THIS JHEET • • • • • • ANCHORAGE, EXAMPLE CLUSTERS .,'PF •' F�oR\o?••''��; • • • f0•] iElHNA.00YORIVE _ i/ SS ' • ... • •\" �� JR 01/23/14 C2 NO CHANGES TO L/§HEE7• • • • • •IOMMIS►FL 91275 , • • • • • • • • SERIES 770 ALUMINUM SGD - LMI P.Q. 402. _ _ aN.. arr�:a pey. • NOKOMIS, FL 34274 • S 0 NTS a 23 sti.�n PGT0002 C2 A LYNN MILLER P.E. SMC OS/Ob/09 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 6" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE CHART, SHT. 1 ONCRETE 1" MIN. SEE CHART, SHT. 1 E.D. TYP. 2 1/16" O.C. 21!16" O.C. TYP 1" MIN. _ 2 1/16" O.C. TYP. E.D. TYP. TYP. EXT. EXT - - ° EE CHART 1V111 MIN. 1 13/8' MIN. SHT. 1 1"2 1/4" IN' r E MAX. MAX. J 1/4'� 11N, SHIMSHIM MAX Mme' EXT. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SHIM SHIM DETAIL A, 2 -TRACK FRAME HEAD DETAIL B, 3 -TRACK FRAME HEAD ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART SHT. 1 \ WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2 -TRACK FRAME HEAD\ / DETAIL D 3 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION \\\L!/ CONCRETE INSTALLATION SEEANCHOR SEE ANCH.NOTE 3, 1X WOOD BUCK TYP., NOTE 5 SHT. 1 SHT. 1SEE ANCHOR NOTE 3, SHT. 1 (1/4" MAX.) 21!16" O.C., TYP. SEEANCHOR SEE ANCHOR NOTE 5 SHT. 1 NOTE 5 SHT. 1 EXT. 1 3f8"MIN. (1/4" MAX.) EXT. (114' MAX. ONCRETE � .. 2 1/16" 1" MIN 1 3/8" MIN. �! ) q E CHART O.C., TYP. E.D., - L ,ilk SHT.1 TYP. 2x WOOD BUCK 1" MIN I EXT• 4` DETAIL E 2 -TRACK FRAME SILL►( I— TYP., 2 1116" E.D., SEE CHARTSHT , . 1 I WOOD INSTALLATION SEEANCHOR O.C., TYP. TYP. NOTE 3, SHY. 1 DETAIL F, 3 -TRACK FRAME SILL DETAIL G, FRAME SILL CONCRETE ANCHOR TYP., WOOD INSTALLATION CONCRETE INSTALLATION SEEANCHOR SEE ANCHOR NOTE 1, SHT. 1 2 1/16" O.C., TYP. 1" MIN NOTE 5 SHT.1 -jl E.D., (114" MAX.) I ONCRETE �_� TYP. I c f �, _ 1 318" MIN. SEE CHART EXT. SHT.1 2 1116" O.C., TYP. ^ I-�— SEE CHART, SHT. 1 DETAIL H, 3 -TRACK FRAME SILL L CONCRETE CONCRETE INSTALLATION SEE CHART, SHT. 1 SEE CHART SHT. 1 EXT. - - • ;� �' • i • • • • • • • • • • • • 2 1/18" O.C., TYP. • • • • s • • • CONCRETE ANCHOR TYP., SEE ANCHOR N011E 1, ".-1 • • • • ° ° ° DETAIL J, 4 -TRACK FRAME HEAD CONCRETE INSTALLATION EXT. ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL I. 4 -TRACK FRAME HEAD WOOD INSTALLATION c WOOD BUCK TYP., SEE NOTE 3, SHT, 1 SEEANCHOR NOTE 5, SHT. 1 (1/4" MAX.) EXT. 2 1116" O.C., TYP. 1" MINE.D., DETAIL K, 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION J.J. 10/11/11 C NO CHANGE THIS tlEET _ • • • • • JR 01/23/14 C2 NO CHANGES TO TiS EET• • ° ° ° 107• E•11N0 00'•ORNE ANCHORAGE DETAILS O01 aaNypp: • WOK•WV130275 >d • • • • • ° • P.4 eox ybss SERIES 770 ALUMINUM aer ae.: NOKOMI3, F7.36274 ® °i1ei� s� � LSMO ON06/08 _ _ S00770 NTS 13 a 23 or • • • • • • • • • • PRODUCT REVISED WOOD ANCHOR TYP., SEE ANCHOR NOTE 2 as eompfyin8 aadlh the Ploridn f3uildiny Code Accepl2nco Ido -0923 . SHT. 1 Lyrlrnlioy llrto U o 2 By Miaiid Uade Produ lConlro( `��111111r//7j 1 3/8" MIN. Chi,,....... /((c � `�'r.•'��cetasF '•, 56705 C- !! TE l31 cSSIONM, \ D-LMI a.+faMa Rw. PGT0002 02 A. LYNN MILLER, P.E. RE.458705 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE SEE CHART 21/16" O.C., TYP. I SHT. 1 SEE ANCHOR 1/4" MAX. SHIM —� I tit 1/4" MAX. SHIM —� 2.04" NOTE 5, SHT. 1 SEE CHART EXT. I I I SEE CHART (1/4" MAX.) SHT. 1 ?� '; 'SEE CHART EXT. SHT . 1 1 SHT. 1 t �. CONCRETE r i ANCHOR 2 1/16" 4.051" 2 1116" TYP., SEE O.C., TY MIN. EXT. • t; (;' i'' O.C., TYP. ANCHOR P. c O.C. SEE CHART, SHT 1 NOTE 1, 3.5" :—.---� DETAIL L, 4 -TRACK FRAME SILL SHT. 1 TYPICAL JAMB CLUSTER FOR DETAILS CONCRETE M. N. 0, P 0 & R CONCRETE INSTALLATION ', e., .•' �' ANCHOR 1 3/8" MIN. —• 1" MIN. TYP., SEE ASONRY DETAIL P, 2 -TRACK FRAME JAMB 1/4" MAX. SHIM j 1 3!8"MIN. ANCHOR CONCRETE INSTALLATION EXT. 1/4" MAX. SHIM _ � I �— NSHT11 EXT. I 4�� WOOD ANCHOR WOOD ANCHOR 1" MIN, 1/4" MAX. SHIM SEE CHART SHT. 1 TYP., SEE TYP., SEE '' "' EXT. ANCHOR NOTE 2, ANCHOR 2 1/16" CONCRETE DETAIL O, 4 -TRACK FRAME JAMB ANCHOR ;.'; SEE CHART SHT. 1 NOTE 2, SHT. 1 2X WOOD O.C., TYP. CONCRETE 1 3/8" MIN, INSTALLATION TYP., SEE ANCHOR SHT. 1 BUCK � 1!4" MAX.. SHIM NOTE 1, SHT. 1 ,' : 2 1/16" SEE EXT. ' O.C., TYP. ANCHOR 16 2 1116" NOTE 3, DETAIL N, 2 -TRACK FRAME JAMB 1" MIN. O.C., TYP. SHT, 1 WOOD INSTALLATION LULILIIII WOOD ANCHOR TYP., SEE 2X WOOD BUCK SEE ANCHOR '--MASONRY ANCHOR NOTE 3,SHT.1 NOTE 2, 21/16 DETAIL R, 3 -TRACK FRAME JAMB DETAIL M. 4 -TRACK FRAME JAMB SHT. 1 O.C., TYP' CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING P -HOOK MOUNTING ADAPTOR 1 3/8" MIN. SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID SPAN ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK BETWEEN P -HOOK INSTALLATION ANCHORS - DETAIL Q, 3 -TRACK FRAME JAMB ''` ' ' "1'~'% '` "' INSTALLATION ANCHORS WOOD INSTALLATION ,"�-` ---CONCRETE / MASONRY 7, (GROUTED BLOCK ONLY) 1" MIN. 1 3/4" MIN. SEE CHART, 1 1/4" MIN. SHT. 1 E.D. TYP. WOOD ANCHOR • • BECAtQCHQIR VOt 2�SHJ."1* SEE ANCHOR NOTE 2, SHT. 1. • ;ANC3 (( Y •FR(@M'6AB4&ES EXT' ANCHOR QTY. FROM TABLES 2.693" MIN. • • f-3,IBH#S. 9-9 f9ERTRIR TO • • 1-3, SHTS. 7-9 PERTAIN TO EXT. •• :HIS g jC0bRl OIAT�2.693" N• • MIN. THIS ANCHOR LOCATION, • • • DETAIL S, P -HOOK T, P -HOOK WOOD INSTALLATION DETAIL INSTALLATION TION NO CHANGE THIS,:NEET •:• • • • • • • ANCHORAGE DETAILS • • • • !0}0"HN✓11.0CIR'DRNE NO CHANGES TO T IS HEED • • • • • • MONbMI8'FL x'276 1O" • • • • • •.628 • SERIES 770 ALUMINUM SGD - LMI • • • NOKOMfS, F•39274 scw — rtm °rb SOD770 NTS 14 a 23 PGT0002 C2 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 12O .,-D 8 inti}};re ti.n Flod� Ndda o :L"'F ` 4J O ( ' �`.•'��pENSF ''•� i q No.58705 -o u } w; A. LYNN MILLER, P.E. P.E.# 68705 WOOD FRAMING — 1 3/8" MIN. P -HOOK MOUNTING ADAPTOR P -HOOK MOUNTINGANCHORS LOCATED MID -SPAN ADAPTOR ANCHORS — BETWEEN P -HOOK >> Lc ..- LOCATED MID -SPAN - �_— INSTALLATION ANCHORS BETWEEN P -HOOK INSTALLATION ANCHORS 1"MIN)1314"MIN. 11/4"MW. E.D. TYP. k -WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1, qq:r;d ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN, DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION SEE CHART, SHT. 1ONCRETE / MASONRY GROUTED BLOCK ONLY) SEE CHART, SHT. 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, I - I— 2.693" MIN. DETAIL NN P -HOOK FOR BOX RISER CONCRETE INSTALLATION /-DETAIL'EE', SHT. 19, ANCHORAGE DETAILS'N' &'P', SHT. 14 /�DETAIL'BB', SHT. 19 EXT. i- DETAIL'KK', SHT. 20 HORIZONTAL SECTION B -B D X 1.50" PH SMS PANEL CORNER 11CTA11 #8 X 1.00" PH! FRAME CORNER DETAIL NO CHANGE THIS 44EET — ; - • - - • • • • • ANCHORAGE DETAILS / EXAMPLE ELE • • • • 10A*&HN&OOPORNE NO CHANGES TO T:fS• $HEEL• • • • • • • *OnMIS,�13t75 • • • • • • SERIES 770 ALUMINUM SGD - LMI • • • NOKOMIS, FL334274 PABQX29 11k® s 0770 NTS 15 23 PGT0002 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED . w ,plying with (ho Florida Building Code Accept— No ExpirarionDaic 0 Z(3 13Y -.... I y-�.._. _.� ,.linmi Uade I'roduci Control' l till////// \OC-NSfi e : Ir it N0.558�.-705p ��• SiAVE OFI1'�1 F(OR\OP.'1G.�� ,ISS/ONA\- A. LYNN MILLER, P.E. P.E.p 58705 DETAIL V, SHT. 18, ANCHORAGE DETAILS W F�========rr-------�- ----- rr---------- - --- &'C', SHT. 13 PANEL PANEL PANEL PANEL a 11+ TYPE +11 TYPE +1 TYPE TYPE 'A' i n 'QS' i 'AS' 'K' s 1 11 1 1 III IU 1I III I U � B I III j 1 0 A I � iii i n r SEE n 1 s o a 111 III N; NOTE n l I n 1 1 3, SHT. 1 In e1 ul lu 11 15 DLO WIDTH = NOM. PANEL WIDTH - 7" DETAIL'U', SHT. 18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" ANCHORAGE DETAILS'E' •• ••• • • • • 0&'G!ZHT.13 XX -90° CORNER -XX (2 TRPCK IN$IDt& t;*rtA INT. (E 'SEE APPLICABLE ASTRAGAL & IINTE RLOC� PLDP 1A BLE S' •' • • __o__� -t . • • •• SEE CHART, SHT. 1ONCRETE / MASONRY GROUTED BLOCK ONLY) SEE CHART, SHT. 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, I - I— 2.693" MIN. DETAIL NN P -HOOK FOR BOX RISER CONCRETE INSTALLATION /-DETAIL'EE', SHT. 19, ANCHORAGE DETAILS'N' &'P', SHT. 14 /�DETAIL'BB', SHT. 19 EXT. i- DETAIL'KK', SHT. 20 HORIZONTAL SECTION B -B D X 1.50" PH SMS PANEL CORNER 11CTA11 #8 X 1.00" PH! FRAME CORNER DETAIL NO CHANGE THIS 44EET — ; - • - - • • • • • ANCHORAGE DETAILS / EXAMPLE ELE • • • • 10A*&HN&OOPORNE NO CHANGES TO T:fS• $HEEL• • • • • • • *OnMIS,�13t75 • • • • • • SERIES 770 ALUMINUM SGD - LMI • • • NOKOMIS, FL334274 PABQX29 11k® s 0770 NTS 15 23 PGT0002 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED . w ,plying with (ho Florida Building Code Accept— No ExpirarionDaic 0 Z(3 13Y -.... I y-�.._. _.� ,.linmi Uade I'roduci Control' l till////// \OC-NSfi e : Ir it N0.558�.-705p ��• SiAVE OFI1'�1 F(OR\OP.'1G.�� ,ISS/ONA\- A. LYNN MILLER, P.E. P.E.p 58705 NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL DETAIL CC', SHT. 19 DETAIL'BB', SHT. 19 HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS, 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT- 8.25" DETAIL'FF; SHT. 19, DETAIL V 18, 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ,SHT. ANCHORAGE DETAIL'N' & DETAIL'EE', SHT. 19, ANCHORAGE E ASTRAGAL. DP 'P', SHT. 14 ANCHORAGE DETAILS'N' DETAILS ' 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER TABLES. &'P', SHT. 14 &'C; SHT. 13 DETAIL 'V, SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 PANEL PANEL PANEL PANEL " I I 1 PANEL 1 ° PANEL 1 I PANEL PANEL " ETAIL'EE', SHT. 19, TYPE TYPE TYPE TYPE iii TYPE 111 TYPE li TYPE TYPE ANCHORAGE DETAILS 'N' R' L' 'D' 'A' n t I n n n l 'A' 1 II 'CS' 11 'QS' 'K' &'P', SHT. 14 MAX. t e 11 MAX. / // HT. SEE iii i e e / I i to 11 I r e e l / HT. SEE DETAIL -BB', SHT. 19 SEE DP NOTE TABLES i i e iii ii 1 t II of DP SEE TABLES DETAIL'JJ; SHT. 20 3 a a I l t I n to iii iii i i ilii iii ii NOTE 3 O X X X t i l 1 II G7 11 I l p 1 II I t cj INT. ____ PSE II------- =1I hLlm�mv....oal«ae - — EXT. DETAIL'U', SHT. 18, DETAIL'U', SHT. 10 HORIZONTAL SECTION A-A FRAME & ANCHORAGE DETAILS'E' XX-90e CORNER-XX (2 TRACK ANCHORAGE DETAILS'E' PANEL CORNER OXXX /(2 TRACK) &'G', SHT. 13 90e0UTSIDE CORNER) - EXAMPLE &'G', SHT. 13 CONSTRUCTION 1 DETAILS SHT. 15 EXAMPLE DETAIL'CC', SHT. 19 DETAIL'BB', SHT. 19 DETAIL'BB', SHT. 19 DETAIL'DD', SHT. 19, DETAIL'AA', SHT. 19, DETT. 19, ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' &'T', ANCHORAGE DETAILS'M' ANCHODETAIL RAGE AILS , 'I' ANCHORAGE D', &'R', SHT. 14 SMT. 14, 'MM' &'NN', SHT. 15 &'O', SHT. 14 SHT. &'J', SHT. 13 DETAIL X, SHT. 18, ANCHORAGE DETAILS'B' &'D; SHT. 13 PANEL PANEL PANEL TYPE TYPE TYPE r PANEL TYPE --- PANEL PANEL PANEL PANEL M' F' 'F' 'K' TYPE TYPE TYPE TYPE MAX' R' 'L' M' 'F' HT. PRODUCT REVISED MAX. POCKET h / / / SEE / .—uplyiugwith the Ploilda Building Co de �j �1 Accept uae No " HT. SEE / / / / UNDER SEPARATE DP SEE TABLES IspirxtanLlnta_fff333 i DP F APPROVAL NOTE By_ -i Mian Dade Product TABLES SEE Control NOTE [� L� C� G] 3 X X X X 00111il"I a �• .. . . M/<<P� \����y O X • X • • • : cENs F • ••• XXXX (4 TRACK BY-PASS) DETAIL'Y;I SHT. 18, ANCHORAGE DETAILS'K' SHT. 13 &'L', SHT. 14 � ¢�••. �\ '. ��. OXXXp�3 TRACK RIGHT POCk�T • • • D�TAIL W SHT. 18, EXAMPLE _� EXAMPLE ANCHORAGE DETAILS'F' &'H', SHT. 13 € /UJB wnety. wlx n.w;.,.• • • • J.J. 10/11/11 C NO CHANGE THIS HEET • • • • • • • EXAMPLE ELEVATIONS ST YEo�i "7k' N' �j`� �� �Si •..... �\ • • • • 1ARAMCHNSl.O& DRIVE _ SERIES 770 ALUMINUM SGD - LMI JR 01/23/14 02 NO CHANGES TO IS*HEE1 • • • • • • •NOIR)MJjFLt275 • + • PD. 80)x'529 NOKOMIS, FL 34274 • i S' A. LYP.E.# 8 05 P.E. . • • • • • • SMC Ofl105/09 R,u _ 90 NT$ 18 a 23 u.�rn PGT0002 _ C2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILL RISERS OPTIONS 19 EXT. 1.5x7^ FLUSH BOX SILL RISER 18 EXT. 1.587" FLUSH FLAT SILL RISER 4-1 5' EXT. LOW BOX SILL RISER 20 2.555" EXT. LOW FLAT SILL RISER 23 I 3.305' EXT.�4 A MEDIUM BOX SILL RISER 22 3.3Ij05' EXT. �1 MEDIUM FLAT SILL RISER hIXLU FANI SHOV FIXED PANEL SHOWN 24 4.055" EXT. j HIGH BOX SILL RISER 25 4.055' EXT. /414_j HIGH FLAT SILL RISER 2 112 EXT. 45 52 51 53 DETAIL'LL' SCREEN AT HEAD HALL) FAN SH01 DETAIL'U' DETAIL'VV CHANGETHISCHEET • 0- ;_9 •• • • • V'R • . • I p!0, BQX•16" NOKOMIS FL 34274 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL Y VERTICAL SECTION DE7 SERIES 770 ALUMINUM 800770 NTS L18 d 23 EXTERIOR INTERIOR+ , (ALL VERT. SECTIONS) DETAIL'MM' SCREEN AT SILL omplying with the Honda [ding Code ept'rnce No irmion Dntc _ oN..1YNN .. �N•''��GENSc y`c No. 58705 lij nT TE Op MI' 7SSIONAL \\• R01 A. LY WMILLEf�' P!�. PGT0002 I C2 P.E.q 58705 STANDARD ASTRAGAL AND STILES A 60 OR 61 DETAIL 'BB' HEAVY DUTY ASTRAGAL AND STILES 14 5 80 OR 61 103 113 N DETAIL'EE' VC TAIL LL 18 5 60 OR 61 113 106 105 AT MIDSPAN DETAIL 'DD- (FIXED PANEL) 4 INTERIOR • • • • • • • • • • (AALOHORIZ. SECTIONS) • • EXTERIOR • •• • • • • ••• UC IAIL 'AA' •• ••• •• • • • •• `ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE C I NO CHANGE THISYSHEET • • • • • • u"•!� C2 NO CHANGES TO fHi9•SHFFW • • • • • • 1 t)V Mt*2 R FQ�� 60 OR 61 103 113 14 5 60 OR 61 5 t7 113 106 105 AT MIDSPAN DETAIL'FF' (FIXED PANEL) • • • • I AO.80#1529 NOKON4 FL 34274 DETAIL 'HH' DETAIL 'GG' (FIXED PANEL) HORIZONTAL SECTION DE SERIES 770 ALUMINUM.' SOD 70 NTS 1 19 w 23 ATJAMB - LMI ft- PGT0002 16 5 6O4r—ll DETAIL'II' a da Nu,'.147!-c ,%IIA I I I II i" No. 56705 �piP '•.. ..... F A. LYNN MILLER, P.E. P.E.# 58705 5 7 &u2fll LSL n 11 7 5 'Ab the Florida -tA_n- D ET.Ai L''tJ`.J' ::. e. . .::. •' DETAIL ' KK' • • • • • • w • • \�o LYNN (90° OUTSIDE CORNEN 2 TRACK SI-4MVM (90° INSIDE CORNER, 2 TRACK SHOWN ��'' 4rGENSg '•, Q �` No. 58705 _ J. fOH1H1 F C NO CHANGE THISCHEET • • • • • • • O11°�iP" l •. t�F R.woo. per= 140�NN L ' DRNE HORIZONTAL SECTION DETAILS, CORNERSJR Co' •., F�oRro?.•' 011231142 NO CHANGES TO7FIJS�HEEt • ` • Npt.60^ ,27c SERIES 770 ALUMINUM SGO-LMT /SS�CNAL , 52 • e,- o.mt cn.w o.ee: NOKOMIS, FL 34274 ® 8 O 70 IdT$ ^' 23 PQT0002 C2 A. LYP.E.q 5 705 P.E. SMC 06=9 R14 • • s • • • • • • • • • • • • • • • ••• 0 0 • ••• • • REM PGT Dng. # ITEM PGT DN9 # PGT. # - Descripllon 17325817325 LAMINATED IG 1147-7/18lAMINATED Hi -HT PVB PANELSTILE61 �ONescflption!D JAM80UMPER 17328 617328PANELTILE(HEA& D 1 17308 817308 2 -TRACK HEAD 63 1225 B7P24B VINYL BULB WSTP. -THIN ONSIDE INTERLOCK) _ 64 1729 71729 SILL END W EATHERSTRIP PAD 2 17303 817303 2 -TRACK HEAD WITH SCREEN RAIL 87 17329 817329 ASTRAGAL 68 17339 817339 HEA& WTY ASTRAGAL 3 77309 617309 3 -TRACK HEAD 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71695 11!2'X1"X3'4"HIGH FIN SEAL WSTPLUGS 4 17372 817312 4-TRACKHEAD 73 8153 7B153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 89908995 5 17314 817314 FRAME SCREW COVER 76 71032XtFPFX #10-32 X i" fL. SS SCREW WI TYPE "F" TIP 77 7103239 1032 STEEL ZINC U -NUT 8 17317 617317 FRAME HEADIJAMB ADD-ON 79 17357 617357 1"10 BEAD HORIZONTAL 80 17359 817359 7718 BEAD HOPoZONTAL 7 77304 817304 2 -TRACK SILL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE t/2"X 1118" SINGLE SIDE ADHESIVE TAPE FOR IG BEAU 8 47301 677301 2 -TRACK SILL WITH SCREEN RAIL 9 17307 817307 3 -TRACK SILL, 10 17310 817310 4 -TRACK SILL 11 17313 817313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD-ON 13 17316 817318 FRAME SILL SCREEN ENDADD-ON 74 173D5 617305 2 -TRACK JAMB 15 17302 677302 2 -TRACK JAMB WITH SCREEN RAIL 18 17308 817308 3•TRACK JAMB tT 17311 617311 4 -TRACK AMB 18 17322 617322 SILL RISER - 0 19 17319 877319 SILL RISER - 0 HOLLOW 20 77321 817321 SILL RISER -LOW FLAT 21 17318 617378 SILL RISER -LOW HOLLOW • • • • • 22 17355 817365 SILL RISER -MED FLAT 23 17354 617354 SILL RISER •MED HOLLOW 24 17320 817320 SILL RISER -MGH HOLLOW 25 17323 817323 SILLRISER -HIGH FLAT 28 17333 817333 POCKET DOOR P -HOOK 27 7070 87070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET DOOR P -HOOK MOUNT 29 17335 817335 P4lOOK COVER 30 17346 817348 POCKET ODOR P -HOOK FOR 80X RISER OPTIONAL PARTS (NOT SHOWN IN DRAWING) 40 4319 812258 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68752 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 612258 SCREEN TOP RAIL 48 4318 812257 SCREEN BOTTOM RAIL 4T 888 7SRAZ STANDARD ROLLER 48 688 7SRAX STANDARD ROLLER -ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 817349 O)m SCREEN ASTRAGAL ADAPTER -.165 PRODUCT REVISED s complying wish O,e Florida 51 1892 81892 SCREEN SPLINE Building 52 1694 61694 SCREEN SPLINE ccept,u,ce N. 53 81816020 SCREEN CLOTH Dal •xpirniougme 1f2o2S 54 1725 U2" x 4" x 1116'SITTING BLOCK By 55 1728 1" X 4" X 1118" SITTING BLOCK \4iQ Dads Product Control 202 GLASS 7118 LAMINATED HT- IVB • • • • • • • \\\\IIIIIlr7j 203 GLASS 9118 LAMINATED HPVfT PVB • • • • • • 204 GLASS 7/16 LAMINATED H - SGP .• \ GENS 205 GLASS 9116 LAMINATED HT -HT WP • C2 1Y l • ' No. 58705' NOTE: ALL ALUMINUM = 6063-T6 • 44, er am RMbia- • • • • • • • D1O•"" OT'•' STATE OFF : 'C� J.J. JR 10/11/11 Bwr: 01/23/14 C NO CHANGETHlS6HEET Rwwair �. C2 ADDED GLASS PAR7St14-Z7 �• 1 0 HN L DRNE ib.BO�As2eSERIES MI FL 4276yff. NOKOMIS, FL 942743pp PARTS LIST F ., LOR1or.• ; �'' ONA1- A. LYNN E.# IL 05 P.P. '•` 770 ALUMINUM SGD - LMT • • • • wk, ch~ mw: 0 NTS d 23 �•.PQT��'1 C2 SMC 0&05109 R.dt REM PGT Dng. # POT. # 48052 ROLLER ADJ. HOLE PLUG 17325817325 LAMINATED IG 1147-7/18lAMINATED Hi -HT PVB PANELSTILE61 �ONescflption!D JAM80UMPER 17328 617328PANELTILE(HEA& D 62 17327 817327 INTERLOCK ADAPTOR 63 1225 B7P24B VINYL BULB WSTP. -THIN ONSIDE INTERLOCK) _ 64 1729 71729 SILL END W EATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 87 17329 817329 ASTRAGAL 68 17339 817339 HEA& WTY ASTRAGAL � 17324 817324 TOP &BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71695 11!2'X1"X3'4"HIGH FIN SEAL WSTPLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 7B153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 89908995 75 8185 78185X GEMINI MORTICE &PLY DUAL LOCK WILONG TRIM PLATE 76 71032XtFPFX #10-32 X i" fL. SS SCREW WI TYPE "F" TIP 77 7103239 1032 STEEL ZINC U -NUT 78 77358 677358 378 8 ild OGEE BEAD HORIZONTAL 79 17357 617357 1"10 BEAD HORIZONTAL 80 17359 817359 7718 BEAD HOPoZONTAL Bt 17380 817380 &16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE t/2"X 1118" SINGLE SIDE ADHESIVE TAPE FOR IG BEAU • • • • • REM PGT Dng. # POT. # 48052 ROLLER ADJ. HOLE PLUG 17325817325 LAMINATED IG 1147-7/18lAMINATED Hi -HT PVB PANELSTILE61 �ONescflption!D JAM80UMPER 17328 617328PANELTILE(HEA& D 62 17327 817327 INTERLOCK ADAPTOR 63 1225 B7P24B VINYL BULB WSTP. -THIN ONSIDE INTERLOCK) _ 64 1729 71729 SILL END W EATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 87 17329 817329 ASTRAGAL 68 17339 817339 HEA& WTY ASTRAGAL � 17324 817324 TOP &BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71695 11!2'X1"X3'4"HIGH FIN SEAL WSTPLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 7B153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 89908995 75 8185 78185X GEMINI MORTICE &PLY DUAL LOCK WILONG TRIM PLATE 76 71032XtFPFX #10-32 X i" fL. SS SCREW WI TYPE "F" TIP 77 7103239 1032 STEEL ZINC U -NUT 78 77358 677358 378 8 ild OGEE BEAD HORIZONTAL 79 17357 617357 1"10 BEAD HORIZONTAL 80 17359 817359 7718 BEAD HOPoZONTAL Bt 17380 817380 &16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE t/2"X 1118" SINGLE SIDE ADHESIVE TAPE FOR IG BEAU 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 LAMINATED IG 1147-7/18lAMINATED Hi -HT PVB 72087 JAM80UMPER 102 1698 71698 DUST PLUG 103 8186 78188X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 817344 FIXED PANEL CLIP-8'LONG 106 77352 617352 EXTERIOR FlXED PANEL RETAINER 107 1739 71739 HANDLE KIT -INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT -RAISED EXTERIOR HANDLE 1731 78182SN HANDLE bT- RECESSEDINTERK)R WITH THUMB TURN 1732 78178 HANDLE WT - RECESSED EXTERIOR PULL 710X#PPSDAX #10 X314" PH. PN. TEK -S.S.1235 87518 WSTP,.270 X.170 -RN SEAL 1712 84088 .187 X.230 FINSEAL [117 710X1t5PPX #10X1172" 710XPPT #tOXt" 720X1X #14-20X1" ST. STL 72012X #14.20 X1.5"ST. STL. 17336877336 CORNER RECEIVER 17337 817337 OUTSIDE CORNER ASTRAGAL 120 77338 8t !7338 INSIDE CORNER ASTRAGAL 250 GLASS LAMINATED IO 3!167- 7116 LAMINATED HT -HT PVB 211 GLASS LAMINATED IG 1147-7/18lAMINATED Hi -HT PVB 212• • GLASS LAMINATED IG 3'187 - 7118 LAMINATED HT -HT SGP 3 GLASS (AMINATED 10 1147 - 7116 LAMINATED HT -HT SOP 2 GLASS TltB LAMINATED SOP 255 • GLASS 9'18 LAMINATED ANN -ANN SGP 2 GLASS LAMINATED IG 3'187 - 7158 LAMINATED ANN -ANN SGP 217 GLASS (AMINATED IG 1/47.71581AMiNATEO ANN -ANN SGP �I 1.303" 080" 8 0,718" . " +y 1,050" 0.062" 1.003". 01 0.325 I 0 709" 2- 0050 0.779 2 89 1.162" 0.08" 0.062" 264� 7" 0.050" 0.050"3 000 0.550" INTERLOCK SCREW COVER FRAME SCREW COYER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (65) MAT'L: 6063-T6 (5) MAT'L: 6063-T6 (78) MAT'L: 6063-T6 1, 11) MAT'L: 6063-T6 (79) MATT: 6063-T6 (I65)MAT'L: 6063-T6 (106) MAT'L: 6063-T6 (62)MAT'L: 6063-T6 3.802" 1 0.752" 1 �, 1 2.304" 0.865 0.075" 1.163" 0.075" 1.645" 0.79 0.233" � � 1.645" 0.062" 0.062" 1 P -HOOK SCREW COVER 0 080' P -HOOK MOUNTING ADAPTOR (29) MAIL: 6063-T6 0.281" (28) MAT'L: 6063-T6 P -HOOK FOR BOX RISER STANDARD ASTRAGAL (67) MAT'L: 6063-T6 HEAVY DUTY ASTRAGAL �� 3.802° ----+- (30) MAT'L: 6063-T6 (68) MAT'L: 8083-T6 4.125" 4 4" 0.574" 0.062" 0.075.. 1.6" 0.133" 1.6.. 0.062" 1.304" P -HOOK (26) MAT'L: 6063-T6 3.125" 3.25" STANDARD STILE 3.125" -► TOP/BOTTOM BOTTOM RAIL (60) MAT'L: 6063-T6 HEAVY DUTY STILE (69) MAT'L: 6063-T6 7 1.872" F 0.232" (61) MATT: 6063-T6 0.750" -►{ � 0.750" 0.062" 1.019" 1.467" SCREEN STILET 0.232" 0.062" 0.062" (40) MAT'L: 6063-T6 0.062" -.-o- FLUSH FLAT SILL RISER 0.232" 0.750" (18) MAT'L: 6063-T6 r- 0.062" J-' --�j- 0.906" 0.232" 4.055" 3.305" 1 3.955" 2.4555" 0.06Z'• 3.205" • • • • • • • 2.455" • •• • • • ••• • ••• •• HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH I (24) MAIL: 6063-T6 (23) MAT'L: 6063-T6 (21 MATL : 6063-T6 (19� N fa11H 1 a. CoA NOCHANGETHItSffEET • • • • • • • P.o. A4528 NOKOMIS, F4 34274 ••• • • • • ••• • • 0.062" -►it+- 0.062" SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER sns3-TR (20) MAT'L: 6063 T6 (22) MAT'L: 6063-T6 (25) MAT'L: 6063-T6 I SERIES 770 ALUMINUM SGD - LMI I SOD770 I NTS 1 22 a 23 1 PGT0002 PRODUCT REVISED .� eumplybig,,iii, the Florida Building ' o Ca A3.�- cccptance N Expitntion Date O Z?cls 1v_ :vliunil Uadv PtoAuct Control„ -- ���tlt uII�I� No.58705 ��(��•, STATE OF Ili� / �SS/0NAI Er� Mull``` A. LYNN MILLER, P.E. P.EX 58705 8.562" - - 05" 0.081" 0.080" 2 -TRACK HEAD 4 -TRACK SILL (1) MAT'L: 6063-T6 (10) MAT'L: 6063-T6 6.198" Flll T��1 0.081" 2 -TRACK HEAD W/ SCREEN TRACK 0 MAT'L' 6063 T6 6.526" 1.505" 0.080" 3 -TRACK SILL (9) MAT'L: 6063-T6 6.221" 7.105" 1.505" 1.211" j 0.080" 2 -TRACK SILL W/ SCREEN TRACK 0.081" (8) MAT'L: 6063-T6 3 -TRACK HEAD (3) MAT'L: 6063-T6 4.49" 9.142" 0.081" 1.2411 " 4 -TRACK HEAD 0.081" (4) MAT'L: 6063-T6 7I 5.621" � 4„ I � 2.893" 1.6" 1.498" 0.133" 0.080" •• • • INSIDE CORNER ASTRAGAL • • • • 0 0 0 0 1 w • (120) MAT'L: 6063-T6 • • • • • • QUT310E WROIERAISTRAGAL 2'826 " -A (119) MAT'L: 6063-T6 CORNER RECEIVER (118) MAT'L: 6063-T6 1.045" 1.993" 0.062" SCREEN TOP RAIL (45) MAT'L: 6063-T6 --+y0.875" di 0.062" SCREEN BTM. RAIL (46) MAT'L: 6063-T6 1.36" 1.505" � 0.0$0" 2 -TRACK SILL (7) MAT'L: 6063-Tfi � NO CF/ANOE • a • HCWOAAW, FFLW275 • • PO. BQJ 1629 NOKOM16, FL 34274 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7.105" 3 -TRACK JAMB (1 6) MAT'L: 6063-T6 7 1.36" 0.061" 5.069" 2 -TRACK JAMB (14) MAT'L: 6063-T6 4 -TRACK JAM B (17) MAT'L: 6063-T6 SERIES 770 ALUMINUM SGD - LMI ewN.kaM: ao4r er..e u..rvra ro. SGO770 NTS 23 a 23 PGT0002 C2 2 -TRACK JAMB W/ SCREEN TRACK (15) MAT'L: 6063-T6 :ODMT REVISRD complying with the iilding Cade 4�j_ 8" \CEN FM/l�Ccp'� No. 58705 x'r ut u ,gyp '•. ��n E`bF�� A. LYN4 hlltht P.E. REM 58705 MIAMI -RADE • CHO DEPARTMENT OF REGULAT BOARD AND CODE ADRIINIS NOTICE OF ACCE] MAR S 2014 bllANII-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION AWE R) 11805 SSV 26 Street, Room 208 Tif T (786) 315590 F (786) 315-2599 www.miamidade.Eoy/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami --Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hiah Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Alurninum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision 0000 Section stamp with the Notice of Acceptance number and Expiration date by the Miami -f JX4.LLoun4..... Product Control Section. • • • _ .N • a " 0000 0000.. 0000.. A13ELWG: Each unit shat? bear a per=manent label with the manufacturer's name or Iogo,�_ity, state;• series, and following statement: "Miami -Dade County Product Control Approved",i;jVess otI tzar O noted. • • • herein. • • • • • • • 0000.• RENEWAL of this NOA shall be considered after a renewal application has beenefiletl and thdi lTas been • no change in the applicable building code negatively affecting the performance ofttl'?;1Tuct. ••;. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or�c`hange: • • in the materials, use, and/ or manufacture of the product or process. Misuse of this h;ti74is an en f eraemeni' ' of any product, for sales, advertising or any other purposes shall automatically terminate this T"7s 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. d consists of this page 1 and evidence pages E-1 and E-2, as Reeas approva ocriineti rrietr ione a Re. The submitted documentation was reviewed by Jaime D. Gascon, P. E. COUNNEI* PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted uutter previous NDA 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, hie., 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. (Srrbtttitted rtnder previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with*; C-2010,.... prepared by manufacturer, dated 09/20/11, signed and sealed ;X.Anfhony Lyuu.Miller, 0 P. E.0000 0000.. 0000.. (Submitted under previous NOA No. 11-0922.0.1) • • • • • • . • • • • • 0000 0000 ..�..• D. QUALITY ASSURANCE0 0 0000.. .. 1. Miami—Dade Department of Regulatory and Economic Resoure$4(RER).' •: • • • • • • • • 0 E. MATERIAL CERTIFICATIONS : • • • % • • • • 1. None. • . 0 • . 0000 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. (Subtnitted under previous NOA No. 11-0922.01) - tela 0000.. 1 Jai yne,D. Gasco h, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approvai Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. ITL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 1'1-0922.41) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishad 1, Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 12/08/11 and expiring on 05/26/16. r_ Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiratiou Date: May 26, 2016 Approval Date: October 31, 2013 E--2 0000 • ....�. • 0000 • 0000 • 0000.. 0000 6.9000 006.06 .0000. 0000 0000 0 • • 0000 6666. 0000 . . 0 00 0000. 66666. • 0000.. 0000.. . • • • . 0 0 0.. 0000 6 0000.. • 0 0 0000.. . • .0. 0.0. . . 6 6 . 6 r_ Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiratiou Date: May 26, 2016 Approval Date: October 31, 2013 E--2 FIGURE 1: MULTIPLE [—OPINING111111TH FOR VERTICAL MULL- ARCHES TO BE MULLIONS / SEE DETAILS INSCRIBED INSIDE A-D,G,H; RECTANGULAR SHEETS 2-3 SHAPE SEE DETAILS I 1 It A THRU G; SHEETS 2-3 SEE DETAILS _ 11_ A THRU G; SHEETS 2-3 VERT. OPENING MULL HEIGHT FOR LENGTH HORIZONTAL SEE DETAIL E, MULL 811EET3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. -� / SEE DETAILS HORIZONTAL A_. GH; MULL - SHEETS 2-3 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL t'—OPENI IDTH� LENGTH V OPENING HEIGHT OPENING MULL H d FOR HEIGHT LENGTH A' 1 HORIZ. MULL GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE 1N ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE 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 PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21, FOR MULTIPLE UNITS, CONSIDER 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. 6) WHEN FINDING YOUR SIZE 1N 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. B) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NONS; ANSI/AF&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. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR- OR "TRIANGULARITRAPEZOIDAL'. GENERAL NOTES ................. 1 INSTRUCTIONS ............_ ................1 1 ELEVATIONS ................................... 1 MULL TO 2X WOOD ........................ 2 MULL TO IX & MASONRY .............. 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY .......... .._.....,... 3 MULL TO STEEL STUD.... ........... 3 MULL TO MULL ............... ____ ............ 3 ANCHOR SPECS ............................. 3 ALTERNATATE CLIPS., ................... 4 BAY MULL INSTALLATION. ............. 4 1 X 2 X .126 MULL SPECS...............6 1 X 2 X.375 MULL SPEGS......_.......6 1X 2.76 X.376 MULL SPECS.......... 7 1 X 2.75 X.65 MULL SPECS ........... .8 1 X 3.125X.500 MULL SPECS,,._ ...9 1X 4 X.126 MULL SPECS...............10 1 X 4 X.375 TUBE MULL SPECS.,.. 11 1 X 4X.375 'T' MULL SPECS........ 11 1.26 X 3.188 X.265 MULL SPECS... 12 2 X 4 X.26 MULL SPECS ................ 13 2 X 6 X .26 MULL SPECS ................ 14 1.26 X2_1-1 X .125 MULL SPEGS.... 16 30' X 3.26 BAY MULL SPECS......... 16 46' X 3.26 BAY MULL SPECS......... 17 MULLION & CLIP DIMENSIONS...... 18-20 EXAMPLES 1 & 2_ ...........................21 LOADING EXAMPLES ................... -.22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFP,) FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 -- HORIZ. MULL LENGTH -----j RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED IN STEP 1). SINGLE MULLION SINGLE MULLIONOPENING WIDTH FOR VERTICAL MULL • OPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS `_, FROM FIGURE 1 ABOVE. MULTIPLE MULLIONS 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL VERT. MULLION CAPACITY. MULL iE NqF1g • OF M jA&N'�Of6CA➢ACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE R(#9UB67fiATEi_1NOHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED • • tfCNORCARAC)Vi* MET. • • • • • 7) IP }FIE MQLLIO;CA*N(M (LBS/FP) 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 8) VARBIFY TME DESIGWPRESS f%RATING (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL NAtlJ�Ll �N tAPA Tli Ti S F ODDTT/jCTO,S D FOR .HE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE 9;F114LI T TION USEJ) AtiD TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. • • • ••• • • • • • ••• • • TT,, complying wi1H 16e Florida Building Code d'. Acceptance No C \��• N.( Nilly M/4 �' �1GCNSF �'•��nj �i ` * NO.58705 T �'�,. FCORIOP.•'��� A. LYNII.I.ER, P.E. FL P.E.# 58705 DETAIL B: DETAIL A: MuuloN o MULLION TO 2X WOOD BUCK ,—MULLION MULLION ATTACHED TO IX BUCKSTRIP TYP. ANCHOR o e OR WOOD FRAMING WOOD BUCK AND MASONRY ANB PER SUBSTRATE, ^� ATTACHMENT, SEE SEE TABLES 18-108 u. (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS,04 SEE NOTE i, MULLION 1 SHEET y Q __� I - •.. fA N N a W b Z Q 1 I SEE SHEETS /a ejO MIN 2,7 KSI *.Ei O W EITHER THE I I 18.20 FOR HOLE —// d I CONCRETE OR CMU ••-I D ANCE, J V) STANDARD OR 1 LOCATIONS ~— SEE SE -%.LES u) OFFSET MULL) \ EDGE w EDGE DISTANCE 18-108 y Z CLIP MAY 8E 1 DISTANCE a -- FOR MASONRY W Q O S ~ INSTALLED BY _ d \ I I I FOR WOOO I I ANCHORS in O (n THISMETHOD. a SCREWS 250"MA%FOR e °4, I SIDE VIEW D Z M W ALL MULLIONS d^ ~ O O rETHER THE �- Z NDARD ORje _ d . FSET MULLC)IMAY BEEXTERIOR e TAL EDBv F— a aeSETHOD.�J/U)MEDGE __ _ z — r \\ d DISTANCE 4 n d FOR `�°. eQ O Q C-1 r MASONRY /I}p- ANCHORS z V400 h CYTCG\ d .-/ \ e_-�aa e J b 00 SIDE VIEW FRONT VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-100 -- --� BUCKSTRIP r AND i ATTACHMENT EMBEDHENT' BY OTHERS, SEE NOTE 1, L_ SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW REVISED a with [be F1v6da INSTALLATION NOTES: ° tiami Dade Product Cantro > i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORUIL R"ME(1fA N • • : • • • \\`�`oN.l LYNN ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORVO ANCHORIIS 14 NIE • • • • �� '<� ' • •SGENS • <<F ii CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REiR 70 THE• BLF•S TFjE • • • • • Q�.• E FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR G•LIW MAY B` U411 • • • • • • '•. Tr • • 000 • • • • • • • * ' No. 58705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. — 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ••, C C p� 5 ; . U, • • • • • Q STATE 5) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIA11-DADE1aUTdTYAPFytOVED• • • • • "n •••, F�ORIpP,.' \?� ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • • • ! �S' •' •' • • •' • • • • • • • • • • i i i %NAI E o • • • • • • • • • A. C4TNN MICUlft 2, P.E. • • • • FL P.E.# 58705 EIE �\ \ STANDARD OR \\ I OFFSET MULL SEE TABLES 1B -10B CLIP MAY BE I INSTALLED BY II THIS METHOD. 1 I I I U EXTERIOR Sy-..-I,�t�,; d 4 0 i_' EDGE DISTANCE FOR MASONRY _. ANCHORS t --PER SUBSTRATE, / d _ a SEE TABLE518-108 TYP. ANCHOR BUCKSTRIP PER SUBSTRATE, AND SEE TABLES 18-108 ATTACHMENT ,F _ BY OTHERS, - .--- SEE NOTE 1, EAiBEDMEM SHEET 1. L_..� EDGE _I DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 15-10B FRONT VIEW SIDE VIEW DETAIL E: —1 .t26•MIN. MULLION TO MULLION INTERSECTION 4 (U -CLIP) �\ VARIES TOP VIEW VARIES c [_INTERSECTION U -CLIP FRONT VIEW NOTES 1) MAY BE INSTALLED IN -TEE- OR -CROSS- INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. MULLION AND USE SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS /// MULLION EXTERIOR \� SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES IB -408 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) Q INSTALLATION NOTES: i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCQ- 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION TER, ANCHORBSTRA I —PER SUUBSTRATE, SEE TABLES 1B -10B I' DANCE FORR MASONRY F I n ANCHORS U LOCATIONspo MULLION Sy-..-I,�t�,; d A' t --PER SUBSTRATE, / d _ a SEE TABLE518-108 TYP. ANCHOR BUCKSTRIP PER SUBSTRATE, AND SEE TABLES 18-108 ATTACHMENT ,F _ BY OTHERS, - .--- SEE NOTE 1, EAiBEDMEM SHEET 1. L_..� EDGE _I DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 15-10B FRONT VIEW SIDE VIEW DETAIL E: —1 .t26•MIN. MULLION TO MULLION INTERSECTION 4 (U -CLIP) �\ VARIES TOP VIEW VARIES c [_INTERSECTION U -CLIP FRONT VIEW NOTES 1) MAY BE INSTALLED IN -TEE- OR -CROSS- INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. MULLION AND USE SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS /// MULLION EXTERIOR \� SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES IB -408 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) Q INSTALLATION NOTES: i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCQ- 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION — -STRUCTURE TYP. ANCHOR a PER SUBSTRATE, SEE TABLES 18.10, r, / SEE SHEETS G �� T'120DUCT REVISED m complying with the Plorida 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 18-20 FOR �. HOLE Building Codc Accepta�tce No, FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONspo MULLION Sy-..-I,�t�,; 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. i_' © _. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.. %9tun1l T3ado Yroduci Control-; 5 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -D - Y AOPROVED • Ccykl • • • • EDGE �� ,I L aN ,... ,.., MYee ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. •�• • • • • • •• • • • • • • _DISTANCE FOR STEEL STUDS THINNER THAN SEE TABLES `�� '�� •'�CENS • • • RON VIEW 18 GA AND COMPLIANT WITH THE FL BUILDING 1B-IOB P • ••, • • : : : CODE, A2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS, *' ^- *' N0.58705 • •• • • ,• • • • • • • • EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: -O '•_ �, it z S • • • • • • • • • c • 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. :• ��� Q ' STA H F %( •'•..FLORIOP. •' • • • • • • • • • G��� • • • • • • • •1\ • • • • • • 2) SEE CORRESPONDING MULLION TABLES, ii/,/ON A�- • • • • • • • � • SHEETS 5-17, FOR QUANTITY OF SCREWS. A. LN�1tS1ILLER, P.E. • • • • FL P. E.#58705 ••• • • • • • • • • • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. O O O O SIDE VIEW SHOWN WITH PX 4'X.125' MULLION I I I b I E TO FIT FIE CLIP i ED TO FIT FIELD I DONS. I I � I I I MULLION I I I II I I II I I II 1 I I� I II I EXTERIOR O INTO WOOD, STEEL, ALUM, CMU OR MASONRY STANDARD CLIP TO BE MODIFIED IN -FIELD. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) L2 EXTERIOR O O L TOP VIEW TYP. ANCHOR PERSUBSTRATE, SEE TABLES 18115 2'X5'X.125' ANGLE CLIP, -2 PER MULLION END, MUST BE INSTALLED I \INSIDE OF MULL. � I I b DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) U V / INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE �o a a� ' w U (V Q DISTANCE 0 Z O LU Q P VIEWTn PER LL = U) m W z<0W z CD ANCHOR EDGE 2138 5 v O DISTANCE- - Q Q �, Z • • 900 • • • • •• PER ANCHOR + • + w • • • c O • • NOTES FOR INSTALLATION OPTIONS F: • • • • • + • • • • 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11' X .125" MULLION. • • + • • + • 2) SEE TABLES 16-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS, 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • + • + • DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) INTO WOOD, STEEL, ALUM OR MASONRY"-ERIOR GE EpOE plNN'OR . -C'FY- PER N O NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 16-11S FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 126 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS, ellh the Florida LYNN No. 58705 STATE OF W ��O'� '• .fil.OR10P.•' G��: S \ � / A VN�NOt ,1a , P.E. FL P.E.# 58705 a �o a a� ' w U (V Q LL 0 Z O LU Q P VIEWTn J J LL = U) m W z<0W z CD Z 2138 5 v O ND, MUST BE : OF BAY MULL. Q Q �, Z Z _ N CO aZ M Z7 - INTO WOOD, STEEL, ALUM OR MASONRY"-ERIOR GE EpOE plNN'OR . -C'FY- PER N O NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 16-11S FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 126 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS, ellh the Florida LYNN No. 58705 STATE OF W ��O'� '• .fil.OR10P.•' G��: S \ � / A VN�NOt ,1a , P.E. FL P.E.# 58705 TABLE 1A NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: (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. 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. • 1) S:BST.RAT1ES*Ol4CRw*rE CHAEL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • CONCRETMBlOOK U111TPtISINNI�.l CONFORM TO ASTM C-90. WOOD SHALL 8E PRESSURE -TREATED • YBILgW%OL9rH NEIN IFMIT ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THIc� S�EJCST�[�ST0AgMI% 1.IM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • • L� A .125 ICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. R/ ANCHOR CAP.,,,,,,,,,,c a (DP,)X \ >=ANCHORCAP.- 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 3: ••• • • Anchor Capacity Table (lbs) Mullion Capacity Table IbsRt2 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: Substrate: Opening Width (for vertically -sparring mullions) or Opening Height (for horizontally -sparring mullions) 2.7k Concrete 3.5k Cone. 601. 601n 701n 801. 90 in 100 in /20 in 1401n 160 in Anchor Typa: Redenguld Trap7derg. Fta0lergr4ar TrapRdeng. T. ng. Rectangular TrapRdeng. Rectangular Trap/Tden9. Rectangular Trep?dang. Rectangular T Rectangular TrepRde�ty. Rectangular TreplTdeng. Rectangular TroplTderg. 1 x 2 x .125 Lowing Loading Lowg Loading ding Loading Loading Loading Loading Loaning Loading Loading Loading Loading Wading Lowing Loadiig Loading Loading Alum. Tube Mullion ?=' .& & ,..b•,. '$B 1" 8 P k 8. �' 3-16' �. 8 .. g a >i8 g8 B q_ g $ 2-irz, g g� g g8 $ s g g� 3� 8 3 8 8 ri d_ i i_ 8S S 3 $� S i 23 S ci 3 0 yy .8 g S � 3 cR `" ci civ ci ci 1-3/1" 13x4"1-3/4' T 1-1/4" b� b b& £ YE ! r.8e�' �y b .XGgi b$ k5 E'� b �Y b� §� }@ b. a. P b. b bE 7, a ° 1-3'8" (a- note 4) 2 Anchor. Q4-75' Min O.C. l Standard or Met Clip( ly 390168 ygi }xt drc�' f� d d iR g d arc BSc ¢s gBc aa� Effi <¢ gu %% iSc d ice+ d s;8 gR drc 2Sc g }i dK 2 drc� sB 740168 421n 111.9 400 129.5 332 93.2 408 115.5 325 78.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 318 39.8 40B 104.0 319 35.0 408 701.0 318 WA 481. 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41A 312 61.3 244 37.5 3t2 61.0244 31.2 312 61.0 2M 28.8 312 61.0 244 23.4 312 61.0 244 680Ito 60,625 In 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 22Z 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 1120 lbs 54 in 52.6 247 57.5 207 43.8 247 49.8 202 37.1) 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 36.1 493 C 0 601n 36.4 200 41.2 170 320 200 38.4 165 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.0 157 16.0 200 26.0 156 140168 I7I Ib. 'J 631n 33.1 181 35.3 165 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 184 181 22.8 144 18.8 181 21.7 143 WA WA WA WA 881n 26.8 18530.6 142 24.0 165 26.1 139 1 20,8 1 185 23.1 136 18.0 185 21.0 134 42016. 56016. 721n 22.2 139 23.3 120 18.5 139 19.9 j 118 1 15.9139 17.5 116 781n 18.9 125 19.7 109 15.7 125 16.8 107 41111, 78In 17.5 118 18.2 104 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: (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. 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. • 1) S:BST.RAT1ES*Ol4CRw*rE CHAEL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • CONCRETMBlOOK U111TPtISINNI�.l CONFORM TO ASTM C-90. WOOD SHALL 8E PRESSURE -TREATED • YBILgW%OL9rH NEIN IFMIT ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THIc� S�EJCST�[�ST0AgMI% 1.IM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • • L� A .125 ICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. R/ ANCHOR CAP.,,,,,,,,,,c a (DP,)X \ >=ANCHORCAP.- 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 3: ••• • • Anchor Capacity Table (lbs) • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: Substrate: 2.7k Concrete 3.5k Cone. Hdl-GMU Filled CMU PT Woad Maw Anchor Clip Patterns Anchor Typa: 3116' Eko Ultracon 1/d" Elco Mr.-utracon N7" Elco 3/16• Elco Uitracon 774" Eico Ultra-AggreGetor 1/4" SS Elco 6126' Elco Uhracon 1/4" SS Fico AggreGaW #10 Steel #12 Steel Screw(G5) Screw (GS) #12 Steel ScreW (GS) Edge Cielance (in} 1" 2-1/Z' 1" 2-1/2' 3-16' 1" 2-112' I" 2-irz, 2' SAW 2' Me' 0.54" 0.324" Embedment (in): 137M1" 1-3/1" 13x4"1-3/4' T 1-1/4" 1 1-1/4" 1-1/4" 1-1/4• 1-1/4" 7 -IIB' 2' I -3I8' 1-3'8" (a- note 4) 2 Anchor. Q4-75' Min O.C. l Standard or Met Clip( ly 390168 390lba 450 lb, 89011* 1644 lbs 270 the 28016. 354lba 740168 468 Its 66416. 71821be 326168 42016s 560158 4 Anchors0 i.t6'Min. O.C. I Standard (Or Cleat) Clip (Fig. 27 4801be 700 Its WA WA WA WA 380lb. WA WA WA WA WA 65216. 64016. 1120I6a 4 Anchors a 3" Min. O.C. / (2) 26 Angle Clip. / (Fig, 31: 780 be 780 lb. 680Ito 1660 lba 189616. 540 lbs 56016. WA 760 It. 9361bs 6W Ibe 236416!__ 652 ib. 84016. 1120 lbs 2 Anchors Q 0.45" Min, O.C. I ll -Clip, Into 1/8' Alum. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 716 )be 1 Anchor I F-Cllp(Fg- 5k 195Ibs 195Its 225 16. 44516. 62216. 135lbs 140168 I7I Ib. 3701bs 214 lbc 3321he 691 I[e 163 lb. 210 ib. 28016.--- .. - 2Ancm. ® 1.15" Min. O.C.I F&Bp (Fg. 6): 240168 350108 WA WA WA WA t9016e WA WA WA WA WA 326lbs 42016. 56016. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: (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. 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. • 1) S:BST.RAT1ES*Ol4CRw*rE CHAEL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • CONCRETMBlOOK U111TPtISINNI�.l CONFORM TO ASTM C-90. WOOD SHALL 8E PRESSURE -TREATED • YBILgW%OL9rH NEIN IFMIT ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THIc� S�EJCST�[�ST0AgMI% 1.IM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • • L� A .125 ICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. R/ ANCHOR CAP.,,,,,,,,,,c a (DP,)X \ >=ANCHORCAP.- 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 3: ••• • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • ••• • • • • • • ---j 1.000' r-- 2.0100" L 125" 1" X 2' X .125' MULLION l z REVISED 1z 7rilh the I+lOnhlp LYNN M//i� i � •.• y�CENSF '.. 'P ` * No. 58705 STATE F CC7 i SS/ONA\- A. LYr WM1111II51 P.E. FL P.E.# 58705 TARI F 9A TARI F 21; 916' Elco Ebo Ulh6116' Elco i/4" S6 Elco /F70 Steel 012 Steel N72 Ste•I Anchor Clip Pettems A.chor Type 3176' Eioo Uitracon 1R' Elco UBracon 3/16' Elco Ultl-n x4- Elco UOacon Ulracon __ Ag9reGalor acan AggreGata Scnew tGS) Screw (G5) Screw (G5) NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 9KIsKVK (:AYAI:lI T AUJUJIMtM7 YVKMULA: (DP_) X ( ANCHOR CAP „e,,,_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: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: • • ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: 1FIGURE 6: • lJ� l FIGURE 6: • 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. • F,JRI••S SON E, 8Uf7GED, APPROXIMATE HOLE LOCATION FIELD FOLLOWING gL RESTRICTIONS SHOWN ON SHEETS 10.20. • 4) YUB:TRITE* CQNCRETre SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED OMCRE•E BLOCKtlN11(4MU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND jt♦€ MATj.RIAL. • • 000 0 • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • wntplyinB with the Florida 9Tdi91a Code 4 2 LYNN No.58705 u�y n• - %O t6i5 f3 ��� STATE O �W •, PtOWD 8/0NA`l- �, . A- t+NNIMILLtR, P.E. FL P.E.# 58705 Multion Capacity Table ibslW Opening Width (for vertically-spaming mullions) or Opening Height (for hDrizonta8y-sparri g mtlliens) 50 In 60 in 70 in 80 in 90 in 1001. 120 In 140 in 1601n Rectanguler TrepTderylRectelgutler TIWn-ng Rectangular Trap'Tdeng. Rectangular 7reprTdang. Reclenguler TnepFFn ng. Recleigul9r TrepTdang. Rectangular TnepTderg. Reclangmer TnaplTdang. Rectangular Trap7Tdang . 1 X 2 %.376 oa Ldirg oa. Loading Lding L-Ift Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube g p �$$ r r r r r .�• 8 B88 r 'f41Muitionffi TUI I � _€g 1 y�ga9st�} H s� � � � gig gn B �c �� .� dr8 ge d` d e H dd 2 dcd a d` f d1 12 l`d I 42 in 170.0 620 170.0 435 151.3 662 170.0 478 129.7 862 170.0 606 113.6 �2 169.5 518 100.9 662 168.9 517 908 682 168.9 517 76.7 662 766.9 517 64.9 682 188.9 517 66.7 662 168.9 517 48 In 121.6 507 1360 41g 107.4 507 119.2 410 869 507 108.7 403 76.0 507 1026 399 6T.6 507 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 43.4 507 99.0 398 38.0 507 99.0 396 50.6251. 103.7 458 114.8 379 ee.4 456 99.9 371 74.1 4% 90.5 364 64.8 456 84.6 360 67.6 4% 81.3 357 61.8 456 80.0 356 43.2 458 80.0 35fi 37.0 456 80.0 358 324 456 80.0 356 541, 85A 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 623 314 35.8 400 61.8 313 30.5 400 61.8 313 26.7 400 61.6 313 601. 623 324 66.9 278 5Y.9 324 57.5 270 44.5It' 64 38.9 324 46.9 260 34.6 324 43.9 257 31.t 324 420 255 26.0 324 405 253 22.2 324 40.5 253 19.5 324 40.5 253 637. 538 294 57.4 252 44.8 294 49.2 246 36441 33.6 204 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.6 230 19.2 294 33.4 230 16.8 294 33.4 230 66 In 468 268 49.6 230 39.0 268 424 225 33.421 29.2 268 34.1 218 26.0 268 31.5 215 23 4 268 29.8 212 19.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 72 In 38.0 225 37.9 186 3D.0 225 323 191 25.788 226 225 26.6 IN 200 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 776 761. 30.8 202 32.0 177 26.5 202 27.2 173 27.9170 19.2 202 21.5 167 17.0 202 19.7 185 15.3 202 /8A 183 128 202 16.7 160 10.9 202 15.9 158 9.6 202 15.8 158 781. 263 192 29.8 168 236 182 25.1 165 20.2162 17.7 192 19.7 169 16.7 782 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 1 150 8.9 192 14.2 150 901. 18.5 144 1 B.0 126 15.4 144 161 126 961. 16.2 127 16.6 113 TARI F 21; 916' Elco Ebo Ulh6116' Elco i/4" S6 Elco /F70 Steel 012 Steel N72 Ste•I Anchor Clip Pettems A.chor Type 3176' Eioo Uitracon 1R' Elco UBracon 3/16' Elco Ultl-n x4- Elco UOacon Ulracon __ Ag9reGalor acan AggreGata Scnew tGS) Screw (G5) Screw (G5) NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 9KIsKVK (:AYAI:lI T AUJUJIMtM7 YVKMULA: (DP_) X ( ANCHOR CAP „e,,,_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: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: • • ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: 1FIGURE 6: • lJ� l FIGURE 6: • 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. • F,JRI••S SON E, 8Uf7GED, APPROXIMATE HOLE LOCATION FIELD FOLLOWING gL RESTRICTIONS SHOWN ON SHEETS 10.20. • 4) YUB:TRITE* CQNCRETre SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED OMCRE•E BLOCKtlN11(4MU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND jt♦€ MATj.RIAL. • • 000 0 • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • wntplyinB with the Florida 9Tdi91a Code 4 2 LYNN No.58705 u�y n• - %O t6i5 f3 ��� STATE O �W •, PtOWD 8/0NA`l- �, . A- t+NNIMILLtR, P.E. FL P.E.# 58705 TABLE 3A 60 In 1 60 In 1 70 Loafing Loading Loading Lowing Loading Loafing Loafing Loading Loading I Loading Loafing " �.. L .. � x fig' � 'j, y gF ,vq 1:�'g 3rg�h do€ � d 1201, 1601. Reotengolar TreP/Td.. re eng, Rectangular Trap/Tdang. Loadng Loadng Loading Loading Loadng ci Ti 1g`gyY fidK�TIN NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 FIGURE 4: TFIGURE 5: FIGURE 6: • • • • TABLE NOTES: 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) L# EtP RP EF p0*7101N BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • •3) NI1ULLl0N%1"MULL70N CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • •HOL'E }O DRILLED IR THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. • •FIGUE S 1'by LAWSTEO, 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 PINE4 iTH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" • THI�K, TEEL S2Up TQBE MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • •1-E T 25,THI li D LL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • •TH`MPJERIAL. • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED a. cmnplying wily lb. Fioridg Building Co& A , - W Ill ty 7) 0 u - a U o_G �`�` •'�GENS '•. F'P No, 58¢¢7075 oil ATIOF NAI�� A. LYNN MILLER, P.E. FL P.E.# 58705 fr 3/18'Elco LUtrecon , 6/16' Elco 3118'Elco Ulbacon 114"[Ica UHrecon 1/4" SS Elco 5/16' Elco 1/4" SS Elco 010 Stoel 012 S1ee1 01281,11 Ullracan A raGatar UHrecon A99.0.la ScI(G5) Screw {G5) Screw G5 ( ) 1" 2-1/2' t" 3-1/8' 1" 2-1/7' t" 2-117' 2' 3-1l8' 2" 0.48' 0.54" 0.324" 1314" 134" 1314" T 1-V4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2• 13/8' tar8' (. f.W4; 3901be 39016¢ 45010. 44 lbs 270W. 28016. 35416. 7401b. 468168 664 fb. 118216. 326166 4201b. 5601b. 4 Anchor Q 1,18'MIn. O.C.I Star�rd for 000t) Clip(Fig. 2y. 480104 700168 WA WA WA WA 3801ba WA WA WA WA WA 652 lb. MOIb. 1120lb. 4 Ah— Q T Min. O.C. 1(2) 2.5 Angl6 ClIp6I (FIA. 3y 780166 7801ba 68016. 1560168 1896146 540166 560 lb. WA 760165 936lba 880 Ib. 2364 IW 652lba 8401bs 1120165 2 Anchors Qg.45"MIR O.C. 7llCllp, Into 1/6"Aiom. (FIA. 4T WA WA WA -WA WA WA WA WA WA WA WA WA WA WA 716166 1AnMor/F,CgP (Fig- S): 195105 195166 226706 4d51ba 822166 13516. ----140165 17716s 3701 234166 332106 591 lba 16376. 2f01be -- 280 Ws 2 Anchors Q 1.1Y Min. O.C.! F�Cnp (Fig. ey 24D Has 350165 WA WA WA WA 190 Th. WA WA WA WA WA 326166 420166 56016. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 FIGURE 4: TFIGURE 5: FIGURE 6: • • • • TABLE NOTES: 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) L# EtP RP EF p0*7101N BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • •3) NI1ULLl0N%1"MULL70N CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • •HOL'E }O DRILLED IR THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. • •FIGUE S 1'by LAWSTEO, 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 PINE4 iTH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" • THI�K, TEEL S2Up TQBE MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • •1-E T 25,THI li D LL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • •TH`MPJERIAL. • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED a. cmnplying wily lb. Fioridg Building Co& A , - W Ill ty 7) 0 u - a U o_G �`�` •'�GENS '•. F'P No, 58¢¢7075 oil ATIOF NAI�� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 4A TABLE 4B FIGURE 1: Anchor Cepaclty Table (lbs) Mullion Capacity Table Ibi 1) SEE SHEET , FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SebehmC 2.71, Concrete Opening Width (for varticalN spanning muiliorls) or Opening Height (for honwr tal"parring Millions) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. HNI-CMU 50in Filled CAW 60 In 70(n BO In 901n 1001. 120 in 1401. 16061 1%2.76% Rect•rgular TrepRdang, Rectangular TraplTdang. Rxiangular 1Y.p/Tdang. Rectangrler TrepRdang. Rxtangulu Trep7Tdarp. Rectar8ryler Trap'Tdallg. Rxlanguler Trep77Neng. Rxiangl4er TrapTdang. RxlenBolar TrapRdeng. e1231tlN Screw (GS) LoeQng Lowing Lo.dng Lowing Lowing Loadrg Loafing Loading Lowing Lowing Loadng Loading L0edllg Loafing Loafing Lowing Laadng Loadng Bb0 Alum. Tube F �" I- F F' B 8 F £ F l b F g '! �.. � 6 &c B g $, $ F F F a '�.- a �B-�.B F p _F E � R P_ �' .£ F F p -a .. a.Mullion S �B $.^`oyi^"u L' D L 1 1314" 134" 1314" 13/4' 2 1-174- -y¢8i 1-114" TU11 u u u S` c3 i fj 1-31C' (see nate 4) 2 Andra.Q4,75"MIn O.C./ Standard« 08set CIO (Fill. 1k 39016e 39010e 450 Iba 890 IW `d ac s� rc Fc dr� 35410. 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 886 170.0 506 170.0 982 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 $21 WA 48 in 170.0 706 170.0 524 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 860 141.7 1417 170.0 880 121.5 1417 170.0 680 106.3 1417 170.0 680 76013. 50.6251n 170.0 747 170.0 563 170.0 688 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 148.3 1288 170.0 766 121.0 1286 170.0 758 104.5 1288 170.0 756 91.4 1286 170.0 758 2 Anchom 00.457 MIn O.C. 1 UCBp, Into 1/8' Alum, (FW. 4k 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170,0 856 100.5 1130 170.0 861 86.1 1130 170.0 861 75.3 1130 170.0 661 601n 170.0 885 170.0 701 148.5 915 162.3 761 125.5 915 144.6 746 109.9 015 132.3 735 97.6 916 123.9 728 87.9 815 118.6 720 73,2 016 114.4 715 82.8 015 114.4 715 64.9 016 114.4 715 33216,183lb. 831. 151.8 830 181.8 710 126.5 830 136.9 694 106.5 830 123.2 861 94.8 830 112.2 870 84.4 830 10;.6 682 75.9 830 04 856 83,3 830 94.5 649 541 830 84.1 649 47.4 830 84.1 649 { Fe 881. 132.1 757 140.0 860 110.0 757 119.8 838r377 105.9 824 82.5 767 811.1 814 75.4 767 89.1 800 68.0 757 84.2 800 55,0 757 70.0 593 47.2 757 78.2 581 41.3 757 76.2 591 c J 72 N 101.7 8311 106.8 562 64.6 838 81.0 510 80.1 530 63.8 638 72,2 521 58.5 638 86.5 SU SO.B 836 62.3 508 42.4 830 57.2 500 38.3 638 55.3 497 31.6 836 $5.2 497 i 76 in 86.6 671 90.4 488 72.1 571 76.8 4881 67.4 470 54.1 67160.8 471480671571 51.8 459 36.0 571 47.0 451 30.8 671 44.8 447 27.0 671 M.5 448 781n 00.0 542 83.4 474 68.7 542 70.6 485 62.1 456 60.0 542 55.7 448 44.4 542 51.0 442 40.0 542 47.5 437 33.3 $42 42.9 420 26.6 542 40.8 425 25.0 542 40.1 423 00 to 52.1 407 63.7 361 43.4 407 46A 3557 38.6 349 32.5 407 35.3 343 28.8 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 We 407 24,1 322 16.3 407 23.0 319 961n 42.9 358 M.1 320 35.8 358 37.2 3146 32.4 308 26.8 358 211.8 304 23.8 358 26.1 300 21.5 358 24.0 206 17.9 358 21.0 280 15.3 358 19.2 284 1081n 30.1 283 30.8 255 251 263 25.9 2513 225 247 18.8 283 19.9 244 18.7 283 18.0 240 15.1 283 16.5 237 Ill in 27.8 267 28.3 242 23.1 267 25.8 2387 20.8 235 17.3 287 18.3 231 15.4 207 18.5 228 1201n 22.0 229 22.3 200 16.3 228 18.8 205 15.7 229 18.2 202 TABLE 4B 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. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: Anchor Cepaclty Table (lbs) TABLE NOTES: 1) SEE SHEET , FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SebehmC 2.71, Concrete 3.5k C_ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. HNI-CMU Filled CAW PT W00d 6letal Al Clip Patients Mchar Tyl»: 3/16'Elco 46ltaoon //4"Elco 48tracon S/16'Eleo Ulrxon 3116'Elco Ulrxon _ 174"Elco Uarecon 1/4"39 1c. AggreGffi« UarxOn 6746'EkvfiWA. - « A10 Sleet M1231ea1 Screw (G5J 9craw (G5) e1231tlN Screw (GS) Edge DIM. iInk T' 2-1r1' 1" 2-1/2' 3-119' 1" 2-ird' I- 2-i/2' 2' 3-11W0.46' 0.64" 0.324" FIGURE 4: Embadmert ill 1314" 134" 1314" 13/4' 2 1-174- 1-114" 1-114" 1-1/4" 1-1/4" 1-1/8-1.318' 1-31C' (see nate 4) 2 Andra.Q4,75"MIn O.C./ Standard« 08set CIO (Fill. 1k 39016e 39010e 450 Iba 890 IW 164416. 270 lb. 280 We 35410. 740Iba 46816. 664108 3281De 4 Iba 66016. 4 Axht m Q 1.16' Min. O.C. / Starldam (« Obet) Glp (Fig. 2k 480lba 700 lbe WA WA WA WA 38011 WA WA WA WA85210. 1 1120109 4 Anohm Q T Min. O.G / (2) 2x5 Angle Ct" / (FIg. 3k Tell The 76013. 880 The 1560The ill I . 54010. 560166 WA 76010. 836 The 88016. 85216¢ 112010. 2 Anchom 00.457 MIn O.C. 1 UCBp, Into 1/8' Alum, (FW. 4k WA WA WA WA WA WA WA WA WA WA WAWA 71810. 1 Mots./F-Cllp(Fig. 5k 195 lb. 195lb. 22510 44516. 822 The 13516. 14016. 177 lbs 37010. 23410 33216,183lb. 21010. 26016. 2 Mchore Q1.15'MIn O.CJF-C6p(Flg. Bk 24Diba 35010. WA WA WA WA 19016. WA WA WA WA326 ibe 4206. 6BO Iba 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. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET , FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. --) 1.006' r-- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • •2) I4jNEAFWNTEP4POi•4TIO%EW_TWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • • • 3�NK/LIlONfANIOMUILION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 2.750' F�• • • • •HOLESTO OF DRI"D IN'PHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. •Fj4RE%jft04t:SUI•GEJTJe, • • APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 650* . CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF.125" 1911 r • • • • • • • • • • • • • liICK. S'IFFEL STUDS TO BE ARAINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT :L�AST •�25'•EHI 1K, A•36,ZLLZNCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •ii F IT EIIAL.• • • • • • • • • • • • • • • • 1' X 2.75' X .650• MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Lug o� X the Florido \ O... LYNN NN M -yl-/, / Q'�•-• VGENSF ' 'A k No. 58705 _ SIT TE r A� "COR\OP•" "% TABLE 5A TABLE 5B Anohor Capitally Table ([bit) Mullion Capacity Table IbslRa FIGURE 1: FIGURE 2: _ TABLE NOTES: Sobatral.: -�, Opening Width (for Wlrtfcaily-spardra mullions) or Opening Helght (for horizorialy-sparti milliorls) 3.5k Conc. Roilow CMU 501n BO In 701n 801. 901n Anchor Clip Patterns 100 in 3/16' Elco Utracon 120 in Ubacon 140 in 1601. 174' Elco t46econ Redang7lar 7rap/Tdarg. RectangrAar Tnplldang. Rectangular TrapfMang, Rectangular TrepfTrlanB. Rectangular TraprTiiang. • Rectwgular Trapfiriang. Rectangller Trap/Tdang, Rectangular TrepTdang. Rectangular TraplTd�lg. 1" X 3.126" X Loading Loading Loading Loading Loading Lcadng Loafing Loading Loading Lcadng Loading Loading Loadrg Loading Loading Loading Loading Loading .600" Alum Tube Mull L gg F yg;� A g t F F F 2t F D A• �• g 4 gg, gg ww .F �• A s t' g R 2• A~ $g .�' gg Rte"^ D 2• �' F 2^ F Z• Z` x t• F t �' A 1-114• ci ci^ . 1-3/8' U U V U U U U U U �._ � �_ 11._ a. - o� s o s o� U Viaa- U a._ U - a �`3 U ts._ s _ U a s 164411 28011 35416. 740 f1 488 Ib. 684 Iba 1182 to. 32611 420 lb. �r� 4 Anch- Q 1.15' Min. O.C.7 Standard Clip (Fig. 2): 48011 70011 WA WA WA 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 f70.0 1488 170.0 521 110.0 1735 170.0 521 154.4 1802 170.0 521 18% lb. 481n 170.0 708 170.0 524 170.0 VA 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661, 170.0 1275 170.0 677 170.0 1417 170.0 060 1577 1577 170.0 880 135.1 1577 170.0 680 118.2 1577 170.0 680 WA 58.6251. 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1046 170.0 880 170.0 1195 170.0 723 170.0 1345 170.0 747 770.0 1494 170.0 766 141.7 1495 170.0 756 12f.6 f495 f78.0 758 108.3 1495 170.0 758 14016-1 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 788.1 1401 170.0 837 149.5 1401 170.0 850 124.6 1401 170.0 $61 106.11 1401 t70.0 861 93A 1401 170.0 861 WA Win 170.0 885 170.0 701 f70.0 1063 170.0 797 168.6 1156 170.0 878 138.7 1158 167.0 828 123.3 t158 156.5 9�M,011249,7 910 02.6 1168 144.6 903 79.3 1156 144.5 903 WA 1156 144.5 903 631n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 648 108.5 1049 132.9 0 828 79.9 1049 119.3 B20 68.5 1049 118.9 819 58,9 1049 118.9 819 IIB in 188.8 055 170.0 769 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 785 83.4 855 108.4 757 80.5 955 90.8 749 59.6 B55 98.7 748 52.1 955 86.7 748 C 721n 128.5 803 134.9 697 107.0 803 114.9 682 91.8 803 101.1 610 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 789 642 53.5 803 72.2 832 45.9 803 89.8 628 40.7 803 69.7 827 781n 109.2 721 1f4A _.... _.. _ . 629 91.0 721 07.0 818 78.0 721 85.1 605 88.3 721 78.6 695 60.7 721 70.1 586 54.6 721 65.4 579 45,6 721 69.4 569 39.0 721 58.6 564 34.1 721 66.1 663 781n 101.0 684 105.4 599 84.2 884 89.4 567 72.2 884 78.4 576 63.1 664 70.4 587 56.1 804 84.4 558 50.5 684 59.9 551 42.1 881 54.1 541 36.1 684 $1.3 SW 31.6 _ __ -- - _ _. 684 50.8 _. _. '-__ 534 __ 001n ____ 65.8 514 _ 81.9 '-' _ 458 64.8 514 57.3 448 47.0 6t4 50,0 MO 41.7 St4 44.6 433 38.5 514 40.5 427 $2.9 514 37.3 421 27.4 514 33.0 412 23.5 $14 30.4 406 20.8 514 29.0 403 901n 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 3J.9 452 38.4 384 30.7 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 385 19.4 452 24.2 359 16.9 452 22.8 355 108 In 36.1 357 38.9 321 31.7 357 32.7 317 27.2 357 28.4 312 23,8 357 25.2 306 27.1 357 22.7 303 19.0 357 20.8 289 15,9 357 18.0 293 357 18.2 287 11.9 13.812 357 15.0 283 111 in 35.1 330 35.8 308 28.2 336 30.1 391 25.0 338 26.1 296 2L9 330 23.1 292 79.5 338 Zit 288 iL5 338 18.0 281 lF.6 338 16.5 278 11.5 338 14.8 273 11.0 338 13.8 269 1J.9 288 14.8 246 11.8 289 12.8 2d0 9.8 29 11.d 236 8.7 289 10.4 232 1201. 27.7 280 28.2 263 23.1 289 23.7 25B 19.8 200 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: (D -)X \ ( ANCHOR CAP ANCHOR _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. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Anohor Capitally Table ([bit) FIGURE 1: FIGURE 2: _ TABLE NOTES: Sobatral.: -�, 2.7k Concrete 3.5k Conc. Roilow CMU Filled CMU PT Wood Mete[ Anchor Clip Patterns Mchor Type: 3/16' Elco Utracon 114' Elco Ubacon 5'10• Elco Ulmcon 3/16' Elco Utracon 174' Elco t46econ 1/4' SS Elco AggeGator 5/15" Elco Ulracon ti4' 9S Elco AffaGeW 810 Steel ell Steel 012 Steel Screw (05) Screw(G6) Screw (G5) • EdBa 131.11 ce 9.g 1' 2-1/2• 1' 2.112' 3-118• 1' 2-112' i' 2-172' 2' 3-118• 2' o 4w o.6P 0.324' Embed -ton): 1-314' 1.3W 1-314' 1374' 2' 1-1/4' 1-114• t-114' 1-1/4' 1-114• 1-11W 2• 1-3/8' t VW (.ee.wte•0 2 Ah- ® 4.75' Min. O.C. 7 Standerd Clip (Fla. 1): Seg 11 39011 4500. 690 Ib 164411 270 1b. 28011 35416. 740 f1 488 Ib. 684 Iba 1182 to. 32611 420 lb. SW lbs 4 Anch- Q 1.15' Min. O.C.7 Standard Clip (Fig. 2): 48011 70011 WA WA WA WA 38011 WA WA WA WA WA 65216. 81011 112016. 4 Anchors a r Min. 0.0. 1(2) 2x6 Mel. Clip. (Fig. 3): 78011 78011 6801ha 15601.- 18% lb. $40 to. 68011 WA 760 Iba 936 lbs 080 Na 2364 lb, 05216. 84011 112011 3 Anchors Q 0.4V Min. O.C. f UClip, Into 118' Alum. (Fig. 4Y WA WA WA WA WA WA WA WA WA WA WA WA WA WA 107411 1 Mcfwr/FCIIP (FIe. Sr 1951E-1 19511 2251hs 44511 82211 13511 14016-1 17711 37011 23411 33211 59111 18311 21011 28011 2 Moh. 0 1.15' Min. O.C. / F- Op (Fl9. 8x 24016. 1501bs WA WA WA WA 190 ib. WA WA WA WA WA 32611 4207bs 58011 ANCHOR CAPACITY ADJUSTMENT FORMULA: (D -)X \ ( ANCHOR CAP ANCHOR _ANCHOR CAP.- MULLION CAP.,,�,„� / USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: _ TABLE NOTES: -�, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • 20LINEAIR INTGRPOLATIW-bBETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • • •3rMLlrL11 ASD A�ULLI N CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20, 3.125" D5010" • • • • : • : I L T BE RI ED IA E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. 000 FIGURE$ H(jjV SjIIG4 D, 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-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURES: ••• Y LLO SOUTHE N PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" • y( STEL 1• X 3.125'X.5' MULLION • • T ICfy ST S TO l� &11NIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT • •LEAST .12y" THICI�VQ A36. AIS. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (V VF MULLION) • • • • • THE 4AT:11Ak. • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U) w of U - to complying wish the Florid. Jt...code A 2 -.rte LYNN Q��•.• �tCENS�c •'•. FAQ *; k No. 58705 Q rE OF �!/ J I 11 -- '•, ST ST`AATE O :.• �\ �/''Ss, ... ...... S/0NAi- E� � . A. LVAN MIL1,18k, P.E. FL P.E.# 58705 TAR1 G RA TART E r:R .....,_ Anchor Capacity Table (Ibs ) Mullion Capacity Table (7ba/ft2) Substrate: 2.7k Concrete Opening Width (for vertically -sparring millions) or Opening Height (for horizontally -spanning millions) Hollmv CMU Filled CMU PT W9od Melel 501n 60 in 3118" Elco Utrscon 70 in 801n 90 in 100 in 114' EIC. Utracan 1201n 6116"Etco ulueeon 1401. 160 In Edge Distance Qn); Reclang�lOr Tep/Tderlg. Rectangular TmpfTda.g. Recta fW., TWW%ng. Re.tang�er TraplTde ng. Reclengula, TralNTdang. Rectangular Trepfr.a�. Rectenguler TrapTnarg. Red enpuer TraplTdang. Rectenguiar TraprTdang. 1x4%.125 Loafing Load.g Loadng Loadng Loading Loading Loading Loafing Loafing Loading Loafing Lowing Loadng Loafing Loedng Loafing Afum. TubeT11F Mullion i -SW P .�'e B 194' 194' Bg LLoadnng DLoading L- _F j 33 b' �' .l• .a 's�..'•..c, gB R� 1-1/4' 2' 1.38' .. (see m_104)2 Anchors Q 4.16' MM. O.C.! Ste110ard Clip (Fig. t or 2): 3901bs Tm 460 Its 880 fba 1644Ibs 27010' Z801bs 354108 74C lbs 488 lbs 664IW ! 182 lbs 326 lb" 4201ba zl 4 Andrea Q2.25' Min. O.C.!Stendard Clip (Fig, 3): 7001bs 700Ice f d f drc �c drc g s WA 63016' 42fn 170.0 620 170.0 435 110.0 749 170.0 478 170.0 888 170.0 506 170,9 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1469 170.0 $21 7801b. 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0[849 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 156.3 1307 170.0 BBO 130.3 1303 110.0 B80 111.7 1303 170.0 680 97.7 1303 170.0 680 540 lbs 810 lbs 50.625 in t70.0 747 170.0 583 170.0 696 170.9 831 170.0 170.1 864 170.0 1195 170.0 723 156.1 1235 170.0 747 U0.5 1235 170.0 758 117.1 1235 770.0 758 100.4 1235 170.0 756 87.8 1235 170.0 756 WA 54 in VIA 797 170.0 812 170.0 958 170.0 691 170.0 170.0 754 154.4 1158 Vol) 803 137.2 1168 170.0 831 127.5 1158 170.0 856 102.9 1168 170.0 861 88.2 1158 170.0 061 77.2 1158 170.0 861 7051be WA 60 in 170.0 885 170.0 701 166.7 1042 170.0 791 142.9 181.1 832 125.1 1042 148.7 815 111.2 1042 136.8 60f 100.0 1042 110.2 791 83.4 1042 125.1 762 71.5 t042 125.1 782 62.5 1042 125.1 782 90.7 992 114.8 768 75.6 882 108.4 745 84.8 992 108.0 744 56.7 992 108.0 744 631. 110.0 930 110.0 745 151.2 092 163.8 818 128.6 144.4 799 113.4 892 131.0 782 100.6 902 121.4 788 681n f65A 947 1111 789 137.8 947 148.0 786 118.1 130.3 768 103A 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.8 647 95.1 713 69,1 847 94.0 711 61.7 947 84.0 711 T2 in 135,8 8d9 142.7 717 113.2 849 121.8 722 81.0 108.9 708 84.8 849 98.4 898 76.5 849 88.7 686 87.9 849 82.7 875 58.8 849 76.3 859 48.5 849 72.5 852 42.5 819 72.4 651 J 761n 115.5 762 120.7 665 98.3 762 102.6 852 02,6 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 89.2 613 48.1 782 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 3 g 781n 106.9 724 111.4 634 89.0 724 94.6 821 78.3 724 829 609 66.6 724 74.4 599 59.4 124 68.1 591 51.4 724 63.4 583 44.5 724 57.3r3l 38.2 724 54.3 687 33.4 724 53.5 565 901n 89.6 543 71.8 483 68.0 543 60.7 474 49.7 543 62.9 466 43.6 643 47.1 458 36.8 543 42.8 452 34.8 643 39.5 446 29.0 543 34.9 24.8 543 32.1 430 21.7 547 30.7 428 961. 57.3 427 47.8 476 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 470 34.8 400 27).7 478 32.0 305 23.9 478 28,1 20.5 479 25.6 380 17.9 478 24.2 376 tOb in 40.3 341 33.5 *37.'�' 377 31.8 335 ze.e 377 30.0 330 25.2 377 26.8 325 22.4 377 24,0 321 20.1 377 22.0 117 18.8 377 19.0 14.4 317 17.1 3d 111 in 37.1 323 30.8 757 37.8 3!e 28.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 307 15.4 357 17.1 120(0 29.3 306 29.8 278 24.6 308 25.1 27d 2t.0 306 21.1 270 18.3 308 111.2 267 16.3 306 17.3 263 _.. 4441n 17.0 212 17.2 196 TART E r:R .....,_ Anchor Capacity Table (Ibs ) Substrate: 2.7k Concrete 3.6k GwC. Hollmv CMU Filled CMU PT W9od Melel Anchor Clip Patterns Anchor type: 3118" Elco Utrscon 114' Elco UOacon 5/16" Elco Utracon 3116' Elco LIR K. 114' EIC. Utracan tA' 3S Elco /4' SO Flor 6116"Etco ulueeon it{• IS Eleo 110 $teei !12 Steei AggeGela Screw (G5) Sttew (GS) }12 Steel ScreSv (G6) Edge Distance Qn); 1" 2-11Y t' 2-112• 3-118" 1- 2.112' 1' 2-112` Y 3-118' 2' 0.46' 0.64' 0.324" Embedment On), i -SW 194' 194' 194' Y 1-114' 1AW 1-1/4' 1-114' 1-114' 1-1/4' 2' 1.38' 198' (see m_104)2 Anchors Q 4.16' MM. O.C.! Ste110ard Clip (Fig. t or 2): 3901bs 390 lbs 460 Its 880 fba 1644Ibs 27010' Z801bs 354108 74C lbs 488 lbs 664IW ! 182 lbs 326 lb" 4201ba 68016' 4 Andrea Q2.25' Min. O.C.!Stendard Clip (Fig, 3): 7001bs 700Ice 6801he 1410lbs 952 On WA 5601bs WA 63016' WA 8801bs WA 6521bs 810 ms 1120lbs 8 Anthea ®1.15' Min. O.C. / Stmdwd Clip (Fig. 4): MOM! 140016' WA WA WA WA 7801b. WA WA WA WA WA 1304 lbs 16801bs 22401bs 4Andrea®3'Min, O.C.!(2)2x6Anie Cape fg.5}. 6 Anchors ® 3" MN. O.C. f (2) 2x6 Mie Caps (Fig. 6): 780 [be 1170 bs 780lbe 11701bs 9001be 102016s 1780 lbs 2340 lbs 3288 lbs 2844 lbs 540 lbs 810 lbs 6801bc 8401bs 7061bs WA 14601bs 1 NO lbs W61bs 1404 its 1320 Ns 1320 ft 23641bs _ 35N ibs $52 lb 878 Ibs 840lb, 12801bs 1121 lbs 1680 Ibs /Anchors ®OAS MM. O.C.11/LBp, 9110 118'AWm. (Fig. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA t4921M 2AnchOM02.25•MIn.O.C.IF-C9p(Fig.4): 4 Nfchors Q 1.16' Min. O.C. f F -Clip (Fig. 9): 3501be 48016e 350Ife 7601bs 200 Ibs WA 7051be WA 47816' WA WA WA 28016' 38016' WA WA 3151bs WA Olba WA 4401bs WA 0lbs WA 82e ibs 8521bs 4201bs $40 Il %0lbs 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D!,", ) X ( ANCHOR CAP.,,,,,,,,,,, \ _ ANCHOR CAR,.,, 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: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: • • • • • • • • • • • i • • • 1) SFE 314EETd i0R INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE • • • •SHL•ET3V2-4FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • •:) Lif•4 t I IVOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES FIGURE 5: FIGURE 6: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • •�• • • • • • 04) SUB RATES CRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • • • • •CONCFITW4PLQGR I 1IT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW • • • • •SOYTHiRN4P1NG W14SH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. • • • • • • •STUDS TO 9E AWIN1MUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK • • • • AND A36. AL1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1.000" 4.000' .12:1 1' X 4'X.125" MULLION Flotilla LYNN.,/ _ENSF /��F� No.58705 Ar Q' STA EO '�1s/QNA� ti 1`• A. LYIJN M{Lt�R, P.E. FL P.E.4 58705 TAPI F 7A TAR[ F 7R ��j1" i i TABLE NOTES: Anchor Capacity Table (lbs) Mullion Capacity Table lbs/ft" i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • Opening Width (for vertically -spanning mullions) or Opening Height (for horizontely-spanning ml4lions) Subsbrate: • • 2.7k Concrete 60 in 601n 70 in 801n 90 In Will 1201n 1401n 1601. filled CMC Reclengular TrapJTdang. Rectangular 7raprMang. Reofanguiar ltapfN ng. ReclangAar Trap7Tdang. Rectangular Trep/Til.q. Rectangular Trap/Tdeng. Rectangular TraplTrtang. Rectangular TrapRdang, Rectangular TraplTdang. 1 %4X.376 Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Alum. Tube & "P' Mullion3.g D_ _F Edge gsterxe (,n): D t F ^ L• p F t - - F _D L• Fs� x F F' _ .i6' ^ Z` l X g �. .�'' L F �F F 2• F• D F• 1' 3 61^ 9 361 A 861` 3 iy 3 i� 5 3 3 is Y �` i i D 863 b S '8 3-11V i SAW K g K i 0 ¢ K f c ¢ K c ¢ K i ¢ K Embedment On); 1-314' 1,14' 421. 170.0 620 170.0 435 170.0 744 170.0 418 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 110.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 621 48 in 170.0 108 170.0 624 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 110.0 680 170.0 1700 170.0 680 170.0 1983 110.0 850 151.8 2024 170.0 am 50.6251n 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1040 170.0 064 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 768 170.0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170.0 766 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 158.8 1798 170.0 861 137.1 1798 170.0 881 120.0 1788 170.0 681 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1819 170.0 1033 129.8 1619 170.0 1063 ILLS 1619 170.0 1063 97.2 1619 170.0 1063 631n 170.0 830 170.0 745 USA 1116 170.0 850 170.0 1302 110.0 040 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1642 170.0 1122 117.5 1542 166.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1167 661. 170.0 974 170.0 786 170.0 1168 170.0 903 170.0 1364 170.0 7002 180.8 1472 770.0 1088 142.8 1472 168.8 1148 128.5 7472 756.8 1130 107.1 1472 147.8 1108 91.5 1472 146.0 1704 80.3 1472 148.0 1704 C 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1086 105.6 1320 128.6 1049 88.0 1320 117.0 1024 76.4 1320 112.6 1013 88.0 1320 112.5 1012 .J 76 In 170.0 1122 170.0 937 148.6 1184 169.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 09.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.5 935 64.1 1184 93.1 927 56.1 1184 92.3 925 3 78 In 186.1 1124 170.0 987 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 69.0 890 58.3 1124 84.3 881 51.9 1124 83.2 878 90 to 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 62.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61-4 693 45.0 844 541 678 38.6 844 50.0 668 33.8 844 47.7 662 96 in 89.1 742 91.5 663 74.2 742 77.2 852 83.8 742 67.2 641 55.7 742 69.6 631 49.6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 SW 31.8 142 39.8 590 27.8 742 37.5 584 Joe In 02.8 588 83.6 530 52.1 586 53.8 521 44.7 566 48.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26.1 586 29.6 481 22.3 586 26.6 472 19.5 586 24.7 466 III in 57.6 555 58.8 503r48.01555 49.5 495 41.2 555 42.9 467 36.0 555 38.0 480 32.0 555 34.2 473 26.8 545 31.1 467 24.0 555 27.1 457 20.6 555 24.3 448 '18.0 555 22.4 442 i in 45.8 475 46.4 433475 SBA 126 32.6 475 33.7 420 285 475 29.8 414 25.3 475 28.8 409 22.8475 211 395 163 475 18.7 387 14.3 475 17.2 381 144 in 26.4 330 26.7 305 1 330 22,4 301 1 18.9 330 19.J 1 297 16.5 330 17.0 293 WA 38011. WA TAR[ F 7R NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AKI.KVK',A1'A7.11 T AVJ-I merVl 1 -nn - (DP -nn A:(DP ) X (ANCHOR CAP-„„,,,...\ _ ANCHOR CAP.- `MULLION CAP_ .,� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE .OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ��j1" i i TABLE NOTES: Anchor Capacity Table (lbs) FIGURE 8: FIGURE 9: i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • Subsbrate: • • 2.7k Concrete GN I-OgOING. SEG SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 3.6k Cmc. Hollow CMU filled CMC PT Wood Metal Anchor Clip Patterns Anchor Typo: $/16' Elco Ulrecm 114" Elco Ullman 6116" Elco Ulrecm 6116' Elco Litracm 1/4' Elco Ulecm 114' SS Elca AggreGetor 5116• Elco Litracm 114" SS El. $10 Steel a12 Steel AggeGelor $clew(G5) Screw (GS) 112 Steel Screw (G5) • Edge gsterxe (,n): i' 2-112' i" 2-11Y 3-1/8' 1' 2-112' 1' 2-112' Y 3-11V 2' SAW 0.54 0.324' SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Embedment On); 1-314' 1,14' 1-3J4' 1J14' 2- 1-1/4' 1-114• 1-114' 1-114' t-1 M' t-1/4' 2' 1-318' 7-318' (see note 4) 2 Anchors Q 4.76" Min. O.C. / Standard Clip (Fig. t or 2): 3901bs 390lbs 45011. 890 ]be 1844 Ibe 210144 28016. 35416. 740lbs 4681bs 864 [bit 11821bs 326 Ill. 42 lbs 5601bs 4 Anchors a 2,25' Agn. O.C. / Standard gip (Fig. 3): 7001be 700 lbs 6801bs 1410 lbs 952 lbs WA 560 lbs WA 63011s WA Sig Ills WA 652 k 8401bs 1120lbs 8 Anchors 01.16" Mtn. O.C. / Standard Clip (Fig. 4): 960 IN 140011. WA WA WA WA 76011. WA WA WA WA WA 130410. 1680 lbs 224016. 4 Anchors Q r Min. 0.0.1(2) 246 Anpls Clips (Fig. 5): 78011. 780 lb, 900 all 1780lbs 3288lbs Mottle 560 Ills 708119 14801bs me Ills 1328 lbs 23641bs 652 lies 040 lbs 1120 ibs B Anchors � T Min. O.C. / (2) 215 Anile glpa (Rg. e): 1170lbe 1170lb% 102016s 23401bs 284411. 81011. 8401bs WA 114011. 140411. 020 IM 351611. 87811. 728011. 188011. 4 Amhm ® 0.45 Min. O.C. f UGIp, Into 119" Num. (Fig. 7): 1 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143211. 2 AmhmQ2.26"Min. O.C./F-Ulp(Fig. 8): 36011. 3501ba 290IOs 70511. 47811. WA 280 lbs WAne1511. Olbs 4d016s OIM 326 Ins 4201bs 560 lbs 4 Ahm C 1.16" Min. O.C.O.C.I F -Clip (Fig. 9p 4801Dn 7001bs WA WA WA WA 38011. WA WA WA WA I WA 652 b1 US Ift 1 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AKI.KVK',A1'A7.11 T AVJ-I merVl 1 -nn - (DP -nn A:(DP ) X (ANCHOR CAP-„„,,,...\ _ ANCHOR CAP.- `MULLION CAP_ .,� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE .OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��j1" i i TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • • • • • tl• GN I-OgOING. SEG SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)<INLAR INTMPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • •• •• • • • ••• • • • • • • • • • • 3)?AUI=101 Af�K71GLLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-20. LES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: • • • • • • • all• • • jf�¶f��•• • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • G OUT -FI RED CO TE BLOCK UNIT (CMU) SHALL CONFORM SHALL 8E ASTM C-90. SHALL PFSSUR�TJ2EAT O LLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • • • • I��• �• • • • • • .5 • • 60*3-T6 AW B` A WINIWUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. • • • • • • T1411CK (18 GAUBE)41STR4JCTURAL STEEL TO BE AT LEAST .125 THICK AND A36. ALL ANCHORS • • • INTO METAL SPALL RKTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • with the Florida 7 LYNN _� Pear .• �1GEN SLc '•. F.p f No. 58705 ' 3 /S I'j gyp. SPATE F <C7 SS�OfVAI. A. CENNIMILLVA P.E. FL P.E.# 56705 ��j1" i i 111 i with the Florida 7 LYNN _� Pear .• �1GEN SLc '•. F.p f No. 58705 ' 3 /S I'j gyp. SPATE F <C7 SS�OfVAI. A. CENNIMILLVA P.E. FL P.E.# 56705 TABLE 8A TABLE 8B Anchor Clip Patterns Anchor Anchor Type:l 3116'Elco Utracon I 114"Elm Ultracon I Uuracono 316'EI<o Ultracon 114"Elco 11 11A995eGalor( UK Eef on I1fAgg,.Gtor j SMII(G5)I Sc-(GS)jSom(G5) ANCHOR CAPACITY ADJUSTMENT FORMULA: PP-) X (,ANCHOR CAP ANCHOR _ ANCHOR CAP. ka \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. REVISED ,g with the Florida FIGURE 1: FIGURE 2: TABLE NOTES: Evphyl(gn Powcfl2L /(s B • • • • • • i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION Niuct CaniT' ;. ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\11111117! • • • • • • 024 L)If AJINT€VbLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • 3.188' \CENSE • At�� • • • 1 Mt1w(;4 ANP MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE Q� ,•' L • Q�}�'•y�I' • • 9HE(•TS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BEUSED * • •SHOWN ON SML•ETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 265' No. 58705 - IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL Z Cly L'tt1:3 LTJ= • • • • • •BE PRESSURE-TREOTED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE T %�0 '-, STAT[ OF • • • 6863-T5 PND BE A11M11NWUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 'C ,FLORIOP, � • • • • • • • S45" THh9k�96 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL 1.25'X 3.188' X.265" MULLION �� SS ... �� • • • tCIRORS INTO If T/t SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4' VF MULLION) 77779 /ONA,- • • • • • • A. LYNN MILL��, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Mullion Capacity Table (flb9/R2) Opening Width (tor vertically -sparring mullions) or Opening Height (tor horizorttaly-spanning mullions) 501n 80 in 701n 80 in 901n 100 in 120 in 1401. 160 in 1.25" x Rectangular Trap7Tdang. R-tenguler IS." ng. Rectangular Traprriieng. Rectangular Trep7rdang. Rectangular Treprrdeno. Rectangular Trap701ang. Rectangular TapRriang, Rectangular T.P/T.m. Rectangular Tie g. Loading Loafing Loading Loading Learing Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading 3,188" x .266" Alum Tube Mull 8rffi $ 8 E. 9 �` 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.8 1769 t7D.0 511 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 17(t0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 154.8 1548 170.0 880 132.7 1548 170.0 660 110.1 1646 170.0 680 60.626 in 170.0 747 170.0 561 170.0 896 170.0 631 179.0 1046 170.0 684 170.0 1495 170.0 723 170.0 1345 170.0 747 167.0 1466 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 768 104.4 1468 170.0 756 51in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 1 170.01 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1378 170.0 861 91.7 1376 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 678 139.0 1158 167.4 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1168 144.8 905 79.4 1168 144.8 905 69.5 1158 144.6 905 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 165.9 862 120.1 1051 1420 846 106.7 1051 132.3 637 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 821 fi 88 in 187.1 957 170.0 786 138.3 851 151.6 805 118.4 957 134.0 780 104.4 857 121.8 777 92.0 957 112.8 787 83.8 957 108.8 759 89.6 857 100.0 750 59.7 957 96,9 746 52,2 937 96.8 768 128.7 804 135.2 608 107.3 604 115.2 It. 91.9 804 101.3 871 804 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 801 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 S721n 781n 109.4 722 114A 630 91.2 722 97.2 818 78.2 722 85.3 BOB 68.4 722 76.7 696 60.8 722. 70.3 568 51.7 722 65.5 $60 45.6 722 59.5 570 39.1 722 56.7 685 34.2 722 66.2 561 76 in 101.2 685 t05.6 600 84.4 685 89.8 5811 72.3 885 78.5 677 63.3 685 78.5 668 66.2 885 64.6 660 50.6 685 60.1 553 42.2 665 64.3 643 36.7 685 51.4 637 31.8 685 50.7 536 901. 66.9 515 68.0 457 64.11 515 57.5 449 47.1 515 60.1 d41 41.2 $16 44.7 434 36.8 515 40.6 428 33A 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 516 29.1 404 961. 54.3 453 65.8 404 45.3 451 47.1 397 38.8 453 41.0 391 33,9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24,3 360 17.0 453 22.9 356 1081n 36.1 388 39.0 323 31.8 356 32.8 318 27.2 358 28.4 313 23.8 Me 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 280 17.6 338 19.1 285 1201. 27.8 290 28.3 284 3.2 23.21 260 23.8 260 19.8 290 20.8 256 17.4 190 18.2 253 15.4 280 113.4 249 1441n 16.1 201 16.3 188 TABLE 8B Anchor Clip Patterns Anchor Anchor Type:l 3116'Elco Utracon I 114"Elm Ultracon I Uuracono 316'EI<o Ultracon 114"Elco 11 11A995eGalor( UK Eef on I1fAgg,.Gtor j SMII(G5)I Sc-(GS)jSom(G5) ANCHOR CAPACITY ADJUSTMENT FORMULA: PP-) X (,ANCHOR CAP ANCHOR _ ANCHOR CAP. ka \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. REVISED ,g with the Florida FIGURE 1: FIGURE 2: TABLE NOTES: Evphyl(gn Powcfl2L /(s B • • • • • • i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION Niuct CaniT' ;. ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\11111117! • • • • • • 024 L)If AJINT€VbLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • 3.188' \CENSE • At�� • • • 1 Mt1w(;4 ANP MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE Q� ,•' L • Q�}�'•y�I' • • 9HE(•TS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BEUSED * • •SHOWN ON SML•ETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 265' No. 58705 - IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL Z Cly L'tt1:3 LTJ= • • • • • •BE PRESSURE-TREOTED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE T %�0 '-, STAT[ OF • • • 6863-T5 PND BE A11M11NWUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 'C ,FLORIOP, � • • • • • • • S45" THh9k�96 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL 1.25'X 3.188' X.265" MULLION �� SS ... �� • • • tCIRORS INTO If T/t SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4' VF MULLION) 77779 /ONA,- • • • • • • A. LYNN MILL��, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 9A TART F OR Mullion CapacKy Table Ibaflt2 FIGURE 1: FIGURE 2: FIGURE 3: Anchor Capacity Table (lbs) Opening Width (for verlically-spanning rnWons) or Opening Height (for ipdzorpally-sparring mullions) • • • 501. 601n 701n 601. 90 in 1001. 120 in 1401n 160 in • 1�9E@ SHEETM FORNNSTRUC?IONS Oh USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR Rectengilar Trap/Trieng. Rectangtlar T1aprMeng. Rectangular Trap'Trlang. Rectmgolar Trapr larg. Rectangular Trsp/Tdeng. RaennVAar Trep/Tdena. Rectangular Tmp7Tneng. Reclangalar Traprffl"g. Rectangular TrapM..ri. 2 X 4 x.26 L-4.1; Loafing Loaa.e Leaving Loadrg Loadag Leading Loading Loadng Loafing Loading Loading Loadng Loafing Loafing Loadire Loafing Alum. Tube Mullion.a.� L. _ .4' a _Loading �' �' �' �' 2-112' A 2-112 a� tsP s a; �p �� �� �9 aE 3 J �� T91 € asr €� $g `i g� £ E - _�� 1' 212' a� a� �8 y 5� y 9� 9� 9� pE2 �� $ d`8 sc day gc �_. o: i day Fo d 9 'Eo d`K fc K a fc ac z'o d n� �� � 8io 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 52f 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 770.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625 in t7D.0 747 170.0 583 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 20112 170.0 766 170.0 2391 170.0 756 541n 170.0 797 170.0 812 170.0 9% 170,0 691 170.0 1116 170.0 764 170.0 1275 170.0 603 170.0 7434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 881 f70.0 2231 770.0 881 170.0 2550 170.0 661 601n 170.0 655 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 INV 1417 170.0 944 170.0 1594 170.0 996 170,0 1711 170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 160.8 2880 170.0 1063 631n 170.0 930 170.0 145 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 1701 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 661. 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 7384 170.0 1002 770.0 7558 170.9 7066 170.0 1757 770.0 7155 170.0 1996 '70.0 1210 779.0 2338 170.0 7275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 C 721. 170.0 1083 170.0 878 170.0 1275 170.0 1009 170.0 1488 110.0 1126 170.0 1700 770.0 1226 770.0 1913 170.0 1315 170.0 2125 770.0 1387 1456 2184 1700 U88 124.8 2184 170.0 1529 108.2 2184 170.0 7530 1 761n 170.0 7122 170.0 937 170.0 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 166.1 1960 110.0 1421 MCA 1960 170.0 t505 123.8 1960 161.6 15471 10e.1 IND 154.0 1535 92.9 1980 152.7 1531 i 78 in 170,0 1161 1 170.0 1 887 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 162.7 1881 110.0 1474 137.4 1861 183.1 2500 114.6 1861 747.3 1473 88.2 1861 139.8 1959 85.8 5881 137.6 1454 901n 170.0 1328 t70.0 1144 149.1 13M 166.0 1219 127.0 1396 136.0 1198 111.8 1396 121.3 1179 99.4 1398 110.2 ite2 89.5 1396 101.6 1147 74.5 1398 89.8 1122 63.9 1398 02.7 1105 55.9 1398 78.9 1096 96 in 147.4 1229 161.6 1098 122.9 1220 127.8 1079 105.3 7229 111.2 1081 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82A 1016 61.4 1229 72.2 993 52.7 1229 65.9 977 46.1 1229 62.1 967 1081. 107.5 871 105.8 877 86.3 971 89.0 862 74.0 971 77.2 819 64.7 971 68.4 837 57.5 971 81.8 825 61.8 871 58.6 615 43.7 871 49.0 796 37.0 871 44.0 782 32.4 871 40.8 771 771 In 96.4 918 97.3 832 79.5 919 81.8 819 68.1 918 70,9 808 58. 879 623 794 53.0 879 56.7 784 47.7 979 51.8 774 39.7 919 44.8 758 34.1 819 40.2 742 29.6 919 37.1 732 1201. 75.5 788 78.6 718 62.9 786 84.5 705 53,9 786 55.8 695 47.1 788 44.4 686 41.9 786 44.4 877 37.7 786 40.6 668 31.5 786 39.9 657 27.0 788 31.0 847 23.6 786 28.+ 631 _144;n 43.7 548 44.2 604 38.4 6(6 37.0 488 31.2 646 31.9 491 27.3 546 28.2 d85 2d.3 548 25.3 479 21.8 548 22.8 474 10.2 546 19.5 4W 15.8 516 17.2 455 13.7 548 15.5 448 TART F OR ANCHOR CAPACITY ADJUSTMENT FORMULA: (OF;,,) X (ANCHOR CAP,,, ANCHOR CAP.- \ MULLION CAP� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. UCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21, FIGURE 1: FIGURE 2: FIGURE 3: Anchor Capacity Table (lbs) ---2.000"--- • • • • • TABLE NOTES: • • : • 1�9E@ SHEETM FORNNSTRUC?IONS Oh USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR • • Anchor Clip Patterns Subs nate: Anchor Type: 2.71, Concrete 3116` Elco Utnecan 1!4" Elca UOacon 3.5k Cane. 5/16 Elco Utmcon 3116' Elco UVacon Holl vCMU i/b' Elco Ulmcon Filled CMU PT Wood Matal 1!4' 33 Elco 5118' Elco 174' SSE{co 110 Steel 112 Stetl 112 Steal A reGetor Ulbacon A eGatar Screw (G5 Screw G5 Screw GS 9B 97r ) ( ) t ) Edae Ust.noe On): 1' 2-112' i" 2-112 3-118' t' 2-11'1' 1' 212' 7 3-t/e` ANGLE C! (FIGURES %M • MUST BAEG* ED• •4) •(CMU) SHAW CONFORM TO ASTM 6-90•W(iOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. •ALUMINUM SHIAWIBE 0063•T5 AND48E R MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 2' X 4" X .25" MULLION • 0.324' •QAUGE). STRSCTSRALD STEEL TO AE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Embedment ft 1-314' 1-314' 1-314' 1-314' 7 1-144' 1-114' t-1/4' 1-114' 1-1/4" 1-11C 2' 1-318` 1-3/0" pee"te 4) 2 Anchors (9 4.76' Min. O.C. / Slalderd Clip (Fig. 1 or 2k 390 be 390 K. 450 lb. 990 lb. 1844 ars 27o lbs 28016. 35416. 74o ib. 460lbs 6641bs 1182 lbs_ 3261W 4201bs 66016. 4 Anoh- ® 2.88" Min. O.C. / 8landwd Cap Mg. 3): 740 lb. 74016 630 bs 1485 lb. 1424 lb, WA 56016. WA 6951bs WA on It. WA 65216. 840 lb. 112016. 6A.ehm a 1.71' Min. O.C. 7 3tandwd CUp (F8). 4k 885 b. 050 7581ba 19461b. WA WA 70516. WA 799 fb. WA WA WA 97816. 126010. 680 IN -- _- 4 Anchors ®3' Mfn. O.C. / 1?) 246 Rn�e pipe (Fla• Sk 78016. 7 b age lb. 15601ba 189614. 6401 68016. WA 760Ibe 936 ibe 880 IM 238/ lbs 85216. 64016. 1120 Ibe 6 Anchors Q 3' Min. O.C. ! (2) 2x5 Anis pips (Fla. 8): 1170 ]be 117016e 1020 lbs 2340 lbs 2844144 81 b. 64016. WA 354616. 978 lb, 1260 bs 188016. 3 Anchors a 1.34" Min. O.C. ! U -Clip, Into 118' ANm. (Fig. 7): WA WA WA WA WA WA WA WA WA WA WA WA 4 I6 Anchors Q 0.64' Min. O.C. / UClip, Into 118" Alum. (Fig. 8}. WA WA WA WA WA WA WA WA A11201be WA WA WA WA 214 Ibe2 Anh-Q2.88Min. O.C.l f -CUP (fig. 9): 370144 37016. 31516. 743lbs 7121bs WA 280Ibs WA 44016. WA 326Its 4201ba 58016.3AnOws ® 1.71" Min. O.C. / F-CBp (Fla. f0} 3901b. 390 b. 34016. 78016. 94816. 2701b. 26016. WA 440144 118216. 32816. 4201be 5801bs ANCHOR CAPACITY ADJUSTMENT FORMULA: (OF;,,) X (ANCHOR CAP,,, ANCHOR CAP.- \ MULLION CAP� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ••• • • • • ••• • • • • • • 4441 • • • • • • • • • • • • • • •• •• • • • •• •• ••0 0 0 0 0•• a 0 with the FIoliJ0 �� �0,•, ..t Ivry \CEN• SE ' NO. 58705 STATE Oki 71' A/S Q L LYNN Itv�ILVER , P\E. FL P.E.# 58705 UCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21, FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: ---2.000"--- • • • • • TABLE NOTES: • • : • 1�9E@ SHEETM FORNNSTRUC?IONS Oh USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR • • • • 4w GENQ•RAL•1NS:ALtTIMN gETFtDi 6: FIGURE 5: FIGURE • 2) L14AP:NT:RP:LAiIO1�A� EEI`1IjULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • •• • ••• •• • • • •• .250" - 4.000' 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. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: • ••�� SUBSTQATES: %0%RETE 4ALL CQNFQRM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT • ANGLE C! (FIGURES %M • MUST BAEG* ED• •4) •(CMU) SHAW CONFORM TO ASTM 6-90•W(iOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. •ALUMINUM SHIAWIBE 0063•T5 AND48E R MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 2' X 4" X .25" MULLION • IN PAIRS. • •QAUGE). STRSCTSRALD STEEL TO AE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW s a • • • •THREADS AYOND THE MATERIAL* • ••• • • • • ••• • • • • • • 4441 • • • • • • • • • • • • • • •• •• • • • •• •• ••0 0 0 0 0•• a 0 with the FIoliJ0 �� �0,•, ..t Ivry \CEN• SE ' NO. 58705 STATE Oki 71' A/S Q L LYNN Itv�ILVER , P\E. FL P.E.# 58705 TART F 1OA Mullion Capacity Table IbsM Opening Width (for wdicaliy-sparnirg mdliorl5) or Opening Height (for horizontally -sparring mullions) 50 in OO In 701n 80 in 901n 1001n 1201n 1401n 1601n Retiangder Trep/Tdsrg. Reci;nguler Trap7Tdeng. Rwmg0lar TisprTdang. Rectargdar %pirdeng. Roclangufar heWTttanB. Reclargular TrapRdeng. Reclenedar Trep7Tderg. RecfanOWar Tiap?riane. Rectangular 7rep?dan9. 2 X 6 %.26 Loading Loading Loafing Loading Loafing Loadrg Lowing Loading Loading L-1.9 Loafing Loading loading Lowing Lowing Lowing Lowing Lowing Alum.Tube _ a j�3"_ a p a _ a ,F a•_ Mullionm�� z• �•_ _ a z: a 8 a$ x a �p+g$.� 11 a _ a 2:" G a a a z• �B 3 8� �� fi ag xg .fid �@ € �� g$ sg !S (7 G O s� � U (S (S (�{ 9 � a U c3 3�ffi � ` 5 5& 4® 5�� g g Z Filled CMU 138 gA 421n 170.0 620 170.0 435 170.01 744 170.0 478 170.0 888 170.0 5013 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 110.0 521 170.0 1488 170.0 $21 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 061 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 080 I70.0 2287 170.0 680 114"Elco Unraoon 60.825 in 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1018 770.0 BBI 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 IIO.D 1783 170.0 756 170.0 2092 170.0 758 170.0 2397 170.0 756 #12 6teei SaW(G5) 54 In 170.0 797 170.0 812 170.0 058 170.0 691 170.0 U M 170.0 754 170.0 1275 170.0 803 170.0 1434 770.0 837 170.0 1584 170.0 858 170.0 1913 170.0 BB1 170.0 2231 170.0 881 170.0 2550 170.0 887 1" 601. 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 170.0 1033 110.0 2125 170.0 1083 170.0 2419 170.0 1063 170.0 2833 170.0 1053 1"' 831n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 1760 1169 170.0 2803 7700 1171 170.0 2875 170.0 1171 {a 681n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1153 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1275 770.0 2727 170.0 1288 170.0 3117 170.0 1288 C • 1087 170.0 878 170.0 1275 170.0 1008 170.0 1488 170.0 1128 770.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1367 170.0 2550 170.0 1488 170.0 2875 170.0 1528 170.0 3400 170.0 1530 0170.0 1122 170.0 937 170.0 1345 170.0 1050 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1894 170.0 3509 170.0 1705 1-1/4" 170.0 1151 170.0 987 170.0 1381 770.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 7389 170.0 2072 170.0 td74 170.0 2102 170.0 1584 170.0 2783 170.0 7700 170.0 3223 170.0 1777 170.0 3883 170.0 1796 Ancho 04.76'Min. F72n770.0 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2t25 170.0 1653 170.0 2381 110.0 1783 170.0 2858 170.0 7918 170.0 3788 170.0 2125 156.0 3413 170.0 1173 136.5 3d13 170.0 2381 89011. 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1022 170.0 2287 170.0 1794 170.0 2550 170.0 1952 1700 2833 170.0 2085 180.0 3199 170.0 2338 137.1 3189 186.8 2470 120.0 3198 156.7 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2650 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.8 2787 140.4 2281 105.9 2781 125.8 2234 92.7 2781 116.0 �2� fba 170.0 1838 170.0 1454 170.0 19M 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 1823 2245 136.8 2832 148.4 2216 113.8 2832 128.4 2188 97.8 2632 LISA 2126 85.4 2832 108.3 900 lba 1201n 170.0 1771 170.0 1588 170.0 2125 170.0 1859 154.4 2262 159.9 1991 135.7 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 118.1 1915 90.1 1252 99.8 1872 17.2 2252 88.9 1838 67.6 2252 81.4 1808 144 in 725.1 1564 126.8 1445 104.3 1584 108.1 1425 89.4 1584 In 5 1407 76.2 1564 80.7 1390 09.5 5584 72 3 1373 82-8 1564 85.7 1358 52.1 1588 58.0 1330 44.7 1564 49.2 1305 39.1 1584 M.4 1283 TART C Inn ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_)X ( ANCHOR CAP..__� =ANCHOR CAP.,,,. MULLION CAp.,,,,,,,... USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 70: FIGURE ti: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON • • • • • • • i • • i • • • • • • i 10%DING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • 0 • to • • • 4) 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 6: FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • •• 4i • • • QLIP • 4) SIJBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FIL • • • • (FI URES • CQNCIJETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CJD. WOOD SHALL BE PRESSURE -TREATS • • • • •i • •• • • • • 6" • • • Yr+LLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF . • • • • • • M TBE • • TMCK*STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL • • • • • • •• • • r US D IIT • BL•ATtEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW VIRS. • THREADS BEYOND THE MATERIAL. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1---2.000--1 .250" Anchor Capacity Table (Ibs) fl 6.000" LED SUSatratc 2.71, Concrete 3.6h COM. HQII-CMU TO Filled CMU PT Wood Metal Anchor Clip Patterns Anchor Type: 3I76'Elco UBracon 114"Elco UBracan 5116' Eca Ultracon 3'16 Elco Ugracm 114"Elco Unraoon 114" S8 Elco AggreGalor 5116' Elco Ult-On tl4" SS Eico #10 Steel AggreG6tof Screw(G5) #12 Steel ScfeHfG5) #12 6teei SaW(G5) Edge OlalanrR (in): 1" 2-112' 1" 2-1/1' 3.118" 1" 2-112' 1"' 2-172" 2' 31/B' 2' 0.48' O.bb" 0.324" Embedment (in}: 1.314" 1-3/4" 1.3x4" 1314" 2' 1-114' 1.1/4"JI-1/4'-114" 1-1/4' 1-1/4" 2' 13/6' 1316' (eee note 42 Ancho 04.76'Min. O.C./ Standard Clp(Fig, 1 or 21: 3901be 390 en 45011. 89011. 1844)68 27011. 280 lb.401b6 468lb. 6641be 11821be 3281bs420 fba 660lb. 4Anchors Q 4.86'Min. O.C. f8landerdGlp (Fig. 3): 7801bs 7801be 900 lba 17801ba 3064 lb. 5401be SBOIbs80 ibs 836708 1109105 2384108 6521be W IW 112010. 8 Anchors Q 1.71" Mirt O.C. /Standard Gip (Fig. 4): 1180108 1400 Ibs 1010108 2595Ibs WA WA 94010865 Its WA WA WA 13091bs 168010. 2244AnchorUTMin. O.C. I (2)2x6AngleCgpa (Fig. 6): 78010. 7W It. 6801x. 16W 116 IWO It s 6401t. 660 lb.60lbs 935 Ibs 00 We 23641ba 652 ib. 840 Ibs6 Anchors a 3" Min. O.C. 1(2) 2X5 Angle Clip. ¢Ig. 6j: 1560 We 156011%6 13801he 312UIbs37021be 1080 IW 11201ba20lb. 187216; 176010; 472810. 1304 lba 1880166 22401be12 Awhore W1.6•Min. O.C.f(2)2X5AngleC9ps (Fig. 7}: 1660106 210010 1440 lbs 3780 lbs WA WA 13201%M @6 WA WA WA 1956 H. 2520lb. 336010. 4 Anchors a 1.34" Min. O.C. f ULBp, into 110' Alum. (ily. B); WA WA WA WA WA WA WAWA WA WA WA WA WA 1432lb8 8 Arc" Q 084" Min, O.C.! UClip, Into 1IH' Alum. (Fig. 8}: WA WA WA WA WA WA WAWA WA WA WA WA WA 2864lba 2 Anchofs ®4.66' Min. O.C. 1 F -Clip (Fg. 106 390166 390108 4501 890106 1532106 Z701bs 280 It. 354105 7401 468108 552108 1IN Im 326 Ibs 420166 560106 4Amho. a I71"MIn. O.0/F-Clip(Fg. 116 5901h. 10015. 505106 12861G8 WA WA 470 lbs WA 533166 WA WA WA 6521'8 84010. 14201fm ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_)X ( ANCHOR CAP..__� =ANCHOR CAP.,,,. MULLION CAp.,,,,,,,... USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 70: FIGURE ti: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON • • • • • • • i • • i • • • • • • i 10%DING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • 0 • to • • • 4) 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 6: FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • •• 4i • • • QLIP • 4) SIJBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FIL • • • • (FI URES • CQNCIJETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CJD. WOOD SHALL BE PRESSURE -TREATS • • • • •i • •• • • • • 6" • • • Yr+LLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF . • • • • • • M TBE • • TMCK*STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL • • • • • • •• • • r US D IIT • BL•ATtEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW VIRS. • THREADS BEYOND THE MATERIAL. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • with the Florida 0 41, ��.• �,7cENSF''..F,p . \ No. 58705 Q STATE !(!^ ''SS�OIVAL E� !II/... 111At A. LYNN MILLER, P.E. FL P.E.# 58705 1---2.000--1 .250" fl 6.000" LED D 125" TO 2'X6'X.25' MULLION with the Florida 0 41, ��.• �,7cENSF''..F,p . \ No. 58705 Q STATE !(!^ ''SS�OIVAL E� !II/... 111At A. LYNN MILLER, P.E. FL P.E.# 58705 TARI P 14A 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.,)X ( ANCHOR CAP.,,a,,,,, _ANCHORCAP.- 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 AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: 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. ANGLE CLIP MUST BE USED IN PAIRS. • • • • *t Sl10SlRATE, CONCREQE SHALt CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • OONCR BOG UNIT (:•MUISHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED • • • LI.� O H N (�t�Fy I (+N SG OF 0.55. ALUMINUM SHALL BE 8063 -Tl, AND BE A MINIMUM OF .125' • Tjf41C6. S EI•STVDS TO %F A MlNjjylUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • • • •LEAST 4A Y" THICK ANP A38. AIaL•4NCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. . . . . • • • . . • . . • • •• . . . • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • • r--1,266"-1 1 2.116' 125" 1.26' X 2.11' X .125' MLL LION (INTEGRAL FIN MULLION) Q PRODUCT REVISED r complying will, the PlOrfdu Building Code ,[ r• Acceplanco No Exp6atiQn pato a �,[„• N1fen11DadoProd l�dt�llrw7/ LYNN i i ��Ft:'.•'�DGENSF'', Fig i ' No, 58705' tkl STA E Ort <C/ S/ONAt E '7/11111111114,. A. LYNN MILLER, P.E. FL P.E.#58705 Anchor Capacity Table (Iba) Mullion Capacity Table Ibs//ta Substrate: 2.71, Concrete 3.5k Cone. I H.11 -CMU Fliled CMU PTWood Opening Width (tor vertically spanning mUlioris) or Opening Height (for horizontally -spanning mullions) Arxllof Clip Patterns Anchor Type: 3118' Elco UVecon 1/4' Elco UUecon el Elco Ulracon NIB' Elcc Ulirecan 601n 60 In Nib' Om UVracon 70 in 801n 90 In 1001n 1201n 2-112' N- 1401n 1601. I. 2-112' Rectangular TreptM.1g. Rectangular TraPfT0.9 Raclangular Trap7Tnarg. RectarIiOv Trapffdarg. Rectangular Trapridang. Ractangular hap77dang. Rectangular TrapTdarg. Rect.NAar T.p7Tdang Reotargular Pip'Tdang 1.26" X 2.11 Loading Loading Loading Lwdlrg Loading Loading Loading Loading Loading Loading Loading LoMlrg Loxirg L.Wim Loading Loafing Loading Loading x.126"Alum Tube Mull I 2 Iixi 6521bs 840 Ns 743216s �' k'_ �' _ _ F F R �.� A Tj� .$�9 dg �� I ate. d 5 421n 144.2 625 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.8 411 80.1 526 134.1 411 721 526 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 481n 9&8 403 108.0 333 60.5 403 94.1 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 76.6 $14 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 50.625 in 823 362 91.0 301 88.6 382 79.3 294 58.8 362 71.9 289 51.5 362 67,2 286 45.7 362 64.6 284 412 362 636 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 { 541n 67.8 318 74.1 267 56.5 318 84.2 261 48.5 318 57.7 256 424 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 C W In 49,5 258 53.1 219 41,2 254 45.7 214 35.3 256 40.7 1 210 30.9 258 37.2 20T 21.5 258 34.9 204 24.7258 33.4 203 20.6 258 32.2 201 11.1 256 32.2 201 15.5 258 32.2 201 63 In 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 164 17.6 234 26.8 IV 15.3 234 26.5 183 13.4 234 25.5 183 BB in 37.2 213 39.4 183 31.0 213 337 179 26.5 213 29.8 176 232 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 I. 15.5 213 22.2 167 13.3 213 220 166 tt.6 213 22.0 188 72 in 76 in 78 In 28.6 We 24.3 181 225 152 30.1 155 23.9 264 140 20.3 23.5 133 188 179 25.6 161 216 152 19.9 152 137 131 20.4 179 226 149 17.4 161 Ion 1355.2 16.1 152 17.5 126 17.9 179 161 20.3 17.0 147 16.9 133 179 18.7 145 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.,)X ( ANCHOR CAP.,,a,,,,, _ANCHORCAP.- 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 AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: 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. ANGLE CLIP MUST BE USED IN PAIRS. • • • • *t Sl10SlRATE, CONCREQE SHALt CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • OONCR BOG UNIT (:•MUISHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED • • • LI.� O H N (�t�Fy I (+N SG OF 0.55. ALUMINUM SHALL BE 8063 -Tl, AND BE A MINIMUM OF .125' • Tjf41C6. S EI•STVDS TO %F A MlNjjylUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • • • •LEAST 4A Y" THICK ANP A38. AIaL•4NCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. . . . . • • • . . • . . • • •• . . . • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • • r--1,266"-1 1 2.116' 125" 1.26' X 2.11' X .125' MLL LION (INTEGRAL FIN MULLION) Q PRODUCT REVISED r complying will, the PlOrfdu Building Code ,[ r• Acceplanco No Exp6atiQn pato a �,[„• N1fen11DadoProd l�dt�llrw7/ LYNN i i ��Ft:'.•'�DGENSF'', Fig i ' No, 58705' tkl STA E Ort <C/ S/ONAt E '7/11111111114,. A. LYNN MILLER, P.E. FL P.E.#58705 Anchor Capacity Table (Iba) Substrate: 2.71, Concrete 3.5k Cone. I H.11 -CMU Fliled CMU PTWood M.W Arxllof Clip Patterns Anchor Type: 3118' Elco UVecon 1/4' Elco UUecon el Elco Ulracon NIB' Elcc Ulirecan 1/4' Elm Utrecon tie' SS Elco AgpreGatw Nib' Om UVracon 1/4" SS Elco 1'10 Steel f12 Steel A94a0etw Screw (G5) Scrnv (G5) Al2 SteN Screw (G5) Edge Distance Qn): 1" 2-1/2'1' 2-112' N- 3.118" 1' 244 I. 2-112' 2' 3118" 2' 0.48'0.54" D.32C Embadment(1.): 1-314" 1-314' 114' T 1-114' 1-1/4" 1-114' 1-114" 1-114' 1-1/4' 2' 13/8'13/8'14_ (see Hole 4) 4 Anchors Q T iO.C.1(2)2t5 Amite C11p3 (Fig. 1): 780lbs 78016. 6801bs 15801D. 189616. 54016. SBO lbs WA 76016. 9381bs Mai 16. I 2 Iixi 6521bs 840 Ns 743216s 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.,)X ( ANCHOR CAP.,,a,,,,, _ANCHORCAP.- 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 AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: 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. ANGLE CLIP MUST BE USED IN PAIRS. • • • • *t Sl10SlRATE, CONCREQE SHALt CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • OONCR BOG UNIT (:•MUISHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED • • • LI.� O H N (�t�Fy I (+N SG OF 0.55. ALUMINUM SHALL BE 8063 -Tl, AND BE A MINIMUM OF .125' • Tjf41C6. S EI•STVDS TO %F A MlNjjylUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • • • •LEAST 4A Y" THICK ANP A38. AIaL•4NCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. . . . . • • • . . • . . • • •• . . . • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • • r--1,266"-1 1 2.116' 125" 1.26' X 2.11' X .125' MLL LION (INTEGRAL FIN MULLION) Q PRODUCT REVISED r complying will, the PlOrfdu Building Code ,[ r• Acceplanco No Exp6atiQn pato a �,[„• N1fen11DadoProd l�dt�llrw7/ LYNN i i ��Ft:'.•'�DGENSF'', Fig i ' No, 58705' tkl STA E Ort <C/ S/ONAt E '7/11111111114,. A. LYNN MILLER, P.E. FL P.E.#58705 TABLE12A TABLE12B Anchor Capacity Table (lbs) TABLE NOTES: Mullion Capacity Table (Ibste) 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, Subsirale: SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.7k Concfete 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.6k Cone. 3) MU L1 I At11:>eir�1LL � LIPaS S�OW�] AF�E N.01`ld SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLE TO BE DR! ED E �EL F LO IN DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20, Hollow CMU FIGURES SHOW$ GGSSTF•D, .�PPfiOXljloT€ HOLS LOCATIONS. Opening Width (for verficaly-sparring mdlioro) or Opening Height (for horizontally-spatvirg mullions) PTWOod Metal Anchor Clip Patterns Anchor Type: 3/18' Elw Utreeon 14" Elco lAbacan 6/16"Elco LROacan 601n 60 in 701. 601n 901n 100 in 120 in 1' 2-1/A 140 in 1601n V 2-1/2' 2' Recten9uler Treprrdeng. 800.rlgWar TrepTdeng. R.Wgular Trap7rdeno. Reatugufi r R plTdeng. Rectangular TrWTda.g. Rectangular TreptTdang. Rectangular Trap7Tdang. Rectangular TmpRdeng. Rectangular Trap/Tdong. 3.26" 30 Loading Loafing Leading Loafing L.oeding L. 11r Loading Loading Loading Loafing Loading Loading Loading Loading Landing Loafing 6°BAYMULL Loading Loafing n a8 La• DEG. AL 8901bs 16101bs 170011cs 25261bs 270 lbs 2801bs 540 lbs 560 lbs 364 lbs 740 lbs WA 1120 IM 466 Its - 9361bs 13 8 1182lbs 23& 10¢ Us85 560 lbs 112Ott. 6 Anchors Q 2.71' Min. O.C.1(2) 26 Angle 095 (Fig. 3):f 1120145 s IR T131 .$- WA 840 lbs WA 1 1059 lbs WA 1370 lbs WA 978 lbs 1260165 1680 Its fi fi x8 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 858 170.0 506 110.D 992 170.0 519 170.0 1116 170.0 521 170,0 1240 170.0 521 170.0 1485 170.0 521 170-0 1735 170.0 52t 149.1 1740 170.0 521 48 in 170.0 708 170.0 524 170.0 950 170.0 584 170.0 992 170.0 630 170.0 1 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 60.625 In 170.0 747 170.0 663 110.0 696 170.0 831 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 1&.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 756 102.8 1443 170.0 756 541n 170.0 797 170.6 612 170.0 958 170.0 697 170.0 MIS 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 1 837 144.3 1353 170.0 856 120.3 1353 170.0 061 103.1 1353 170.0 861 90.2 1353 170.0 861 601, 170.0 885 170.0 101 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 936 416.9 1218 152.1 924 97.4 1218 148.t 913 83.5 1218 146.1 913 73.1 1218 146.1 913 631n 170.0 930 170.0 745 170.0 I]76 770.0 850 150.2 1150 188.8 933 131.0 1150 163.0 914 718.8 1150 747.9 896 105.1 4180 134.2 885 87.8 7150 126.7 871 75.1 1150 7282 870 857 7150 128.2 870 rr 861n 170.0 974 170.0 789 152.4 1018 165.6 881 730.6 1048 146.8 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1018 116.6 830 78.2 1018 IOB.O 821 65.3 1048 108.2 818 67.1 4018 1082 818 c 721n 140.8 880 147.9 764 117.4 880 128.0 746 100.0 800 f10.8 734 88.0 890 100.0 723 78.2 880 92.0 712 70A 880 86.2 703 58.7 080 79.2 693 50.3 680 785 686 44.0 860 76.4 We J 781n 118.7 790 126,1 690 99.8 780 106.4 878 85.5 790 93.3 883 74.8 780 83.9 652 88.5 790 78.9 643 59.9 790 71.7 635 49.9 790 65.1 624 12.8 780 62A 619 37.4 790 61.5 617 g 78 In 110.6 760 lice 857 92.3 750 98.1 8M 79.1 750 85.9 632 69.2 750 77.1 621 81.5 750 70.8 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 M.I 901n 72.1 563 74.4 500 60.1 $63 62.9 491 51.6 683 64.8 483 45.1 563 49.9 475 40.1 563 44.4 466 36.1 663 40.9 402 30.0 583 36.2 452 25.8 563 33.3 445 22.5 563 31.96 in 59.4 495 67.1 443 49.6 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 28.6 394 18.6 495 25. 108 in 41.7 391 42.6 353 34.6 391 36.0 348 29.8 391 31.f 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 11.4 391 19.7 321 14.9 391 17.8 315 111 in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 356 19.2 370 20.9 312 16.0 370 18.7 305 1201n 30.4 317 30.9 289 25.3 317 26.0 264 21.7 317 22.5 280 19.0 317 19.9 276 18.9 317 77.9 273 1441n ITT 220 77.8 203 TABLE12B FIGURE 1: Anchor Capacity Table (lbs) TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, Subsirale: SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.7k Concfete 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.6k Cone. 3) MU L1 I At11:>eir�1LL � LIPaS S�OW�] AF�E N.01`ld SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLE TO BE DR! ED E �EL F LO IN DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20, Hollow CMU FIGURES SHOW$ GGSSTF•D, .�PPfiOXljloT€ HOLS LOCATIONS. Filled CMU PTWOod Metal Anchor Clip Patterns Anchor Type: 3/18' Elw Utreeon 14" Elco lAbacan 6/16"Elco LROacan 3118" Elco UJI... 174' Elco UOaeon 1/4' SS Elco 5/16' EfCO 1/4' SS EfCO IFIO Steei #12 Steel 012 Steet AggreGata UbraCon AggMGatW SCrOW (G5) Screw (G5) Scrsw((35) Edge Distance lin): 1' 244 1' 2-1/A 3.118' 1- 2.112' V 2-1/2' 2' 31)8' 21 0.46' 0.5P 0.324' Embedment (In): 1514' 1.34' 1314' 1314' 2' 1-1/4' 1-114- 1-114' 1.1/4' 1-1/4' 1-114' 2' 1516' 1.378" (see note 4) 2 AnchorsQ5'Min. O.C./(2) 215 Angie Clips (Fig. 1): 4 AnOm a 3.5' Min, O.C. I (2) 2a6 Angle Cape (fig. 7): 3901bs 780 ]be 390168 780Ibs 450 Its 780148 8901bs 16101bs 170011cs 25261bs 270 lbs 2801bs 540 lbs 560 lbs 364 lbs 740 lbs WA 1120 IM 466 Its - 9361bs 720108 880Itn 1182lbs 23& 10¢ 3261bs 4201bs 65216a 84010, 560 lbs 112Ott. 6 Anchors Q 2.71' Min. O.C.1(2) 26 Angle 095 (Fig. 3):f 1120 On 1120145 958 lbs 22461b3 1 2264 lbs WA 840 lbs WA 1 1059 lbs WA 1370 lbs WA 978 lbs 1260165 1680 Its FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • 3) MU L1 I At11:>eir�1LL � LIPaS S�OW�] AF�E N.01`ld SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLE TO BE DR! ED E �EL F LO IN DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20, FIGURES SHOW$ GGSSTF•D, .�PPfiOXljloT€ HOLS LOCATIONS. 4) SUWWRAT81 IINCR.; SHFRL COk FORM WAACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V4T 4CK AND Vila, ALL ONCHORS INTO METgL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • TME MATERIAL. • • • • • w ••• • •• • • ••• • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R ANCHOR CAP. _ -) ( ) (DP-) X=ANCHOR CAP.,,, MULLION CAP,,,„,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION 3.250' g with the Plorido de No; .\\114111111!//r. ���ONT 4,vry Mt .i/ii • No. 58705 1�0•. STATE4011(l�� /S�ONA`- 0A. LYNN FILLER, P.E. FL P.E.# 58705 TABLE 13A TABLE13B Anchor Capacity Table (lbs) Mullion Capacity Table I1baXt2 S) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Substrate: 27k Concrete Opening Width (for vertically -sparring mUllorls) or Opening Height (for horizontally -sparring mdliorls) 3.5k Cone. FIGURE 2: Holiow CMU Filled CMU PT Wood 60 in Anchor Clip Patterns WIn 701n 80 in 114' Elco Utracan 901n 100 in 120 in ff4" Elco Utracon 1401n 160 in 1' 2-1/Y Rectenguiar Twplirfan9. Rectangular TraplTdan9. Rectangular 7reprTdang. Reclarlg I.t TreprTdang. Rectangular Tra"..g. Rectarquler Tmpr(dang. Rectengdar TWlidang. Recteno , Tmprineng. 3-118' Root-gdar heplTd.ng. 3126" 46 Loading Lcadng Loading Loading Loading Lowing Loading Loading Loading L-6.0 Loafing Loading Loading Loadrg . 'BAY 1-314' Loadng Loafing 1-314" Loading Loading 1-174' 1-114' DEO. AL -E .e i f . ' .-f f ,-, � MULL 1-114' 1-114" B 28' Tvalt, (see note 4) O.C. ! (2) 2kb AagN gfln (Fig. Q: 390163 3B0Ihe 460163 BBO lbs Is 270 Ns 15 Is 488 Its 720109 1182143 326169 420 IDs 580 IM -4 Ancnore 03.6' Min. O.C. / (2)INS Arde Clips (Fig. 2{: 7801bs 760163 7901bs 1670169 2525163 540163 SIOR, E d` d`a 3c .1 g�, d' s'g d`¢ Ec %L rcS fc d` rc E�c d�tt / (2) 2x5 Ange Clips (Fig. 3j: 1120163 11201ba 05810s 42 in 170.0 620 f70.0 435 170.0 7M 110.0 478 170,0 888 110.0 500 170.0 982 170.0 519 170.0 1116 170.0 521 170.0 170.0 1240 170.0 521 170.0[1247 521 170.0 1735 170.0 521 160.3 1871 170.0 521 481n 170.0 708 170.0 524 170.0 850 586 170.0 992 170.9 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 BBD 183.7 170.0 880 140.3 1837 170.0 680 122.8 1837 170.0 880 50.625 In 170.0 747 170,0 563 170.0 886 631 170,0 1046 t70.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 750 147.1 170.0 758 126.1 1552 170.0 756 110.4 1552 170.0 756 155.2 1455 110.0 858 129.3 t70.0 881 110.8 1455 170.0 881 97.0 1455 170.0 861 54 in 170.0 797 170.0 612 170.0 958 691 170,0 1116 170.0 754 170.0 1275 170.0 803 170.0 TIN 170,0 837 601n 170.0 885 170.0 701 [170.10 170.0 1083 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 f25.7 1309 163.5 994 104.8 157.1 982 88.8 1309 157.1 982 76.6 1309 157.1 982 631n 170.0 930 170.0 745 170.0 1116 850 182,9 1247 170.0 940 142.5 1247 164.5 1183 126.7 1247 1526 965 114.0 1247 144.3 052 95.0 136.2 938 61A 1247 135.7 935 71.3 1247 135.7 935 66 in 170.0 974 170.0 769 170.0 1169 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 TIM 136.5 028 103.9 1190 128.4 914 as 119.5896 74.2 1100 1f8.1 893 64.9 1190 118.1 893 m721. 181.6 1010 Mac 877 134.7 1010 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 90.8 795 57.7 1010 87.8 790 60.5 Wit) 87.7 789 781. 137.4 908 143.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 908 96.2 749 76.3 906 88.2 738 88.7 908 82.3 728 57.3 74.7 716 49.1 808 71.2 710 42.9 806 70.6 708 •� 781n 127.1 881 132.5 756 105.9 BBt 112.5 738 90.8 881 98.8 725 78.4 861 88.5 713 70.8 801 81.0 703 83.8 88f 75.4 894 53.0 881 88.1 661 4.4 881 64.5 675 39.7 881 83.7 672 90 in 62.7 BIB 85.4 574 88.9 618 72.1 S& 59.1 646 62.9 554 51.7 646 58.1 545 46.0 646 50.9 537 41.4 648 47.0 1 530 34.5 048 41.5 519 29.5 846 38.2 511 25.9 648 36.5 507 98 in 662 568 70.1 508 58.8 586 59.1 499 48.7 688 51.4 491 4Z.6 588 45.8 483 37.9 568 41.4 476 34.1 586 36.1 470 26.4 568 33.4 459 24,3 586 30.5 452 21.3 568 28.7 447 Main 47.9 449 48.9 405 39.9 449 41.2 3% 34.2 M9 35.7 393 29.9 M9 31.7 387 28.6 449 28.5 382 23.9 M9 28.1 377 20.0 449 22.7 388 17.1 449 18.9HI in 44.1 425 45.0 385 36.6 425 379 379 31.5 425 32.8 373 27.8 425 29.1 307 24.5 425 26.2 382 22.1 425 24.0 358 18.4 425 20.7 350 t5.8 1201n 34.9 384 35.5 331 211.1 381 20.8 3211 24.9 364 25.8 321 21.6 364 22.8 317 19.4 364 20.5 313 11.5 364 18.7 308 fflT 144 in 20.2 253 20.4 233 16.8 253 17.1 1 230 TABLE13B FIGURE 1: Anchor Capacity Table (lbs) TABLE NOTES: S) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Substrate: 27k Concrete 3.5k Cone. FIGURE 2: Holiow CMU Filled CMU PT Wood Metal Anchor Clip Patterns Anchor Type: 3118• Elco Utrecon 114' Elco Utracan 5118" Elca Ubacon 3r18• Elco Ullracon ff4" Elco Utracon 114' SS Eico 516' Elco 1/4' SS Etc. 010 Steel 012 Steel Pit Steel AggroGalor Ulbacon AggeOalor Sw w(G5) Sw w(G5) Screw (G5) Edge Distance (in): 1' 2-1/Y 1• 2-112' &1/8• 1' 2-112' P 2-112' 2' 3-118' 2' 0.48' 0.64' 0.324' Embedment (N): 1314' 1-314' 1-Y,1' 1-314" 2' 1-174' 1-114' 1-1/4' 1.114" 1-114' 1-114" 2' 28' 1-318' (see note 4) 2 AnU1as 5` Min. O.C. ! (2) 2kb AagN gfln (Fig. Q: 390163 3B0Ihe 460163 BBO lbs 1700163 270 Ns 354 tbs 740163 488 Its 720109 1182143 326169 420 IDs 580 IM -4 Ancnore 03.6' Min. O.C. / (2)INS Arde Clips (Fig. 2{: 7801bs 760163 7901bs 1670169 2525163 540163 SIOR, 938163 880163 2361103 852163ta7in.O.C. / (2) 2x5 Ange Clips (Fig. 3j: 1120163 11201ba 05810s 2248 lbs 2264lbs WA WA 1059lbs WA 1320 lbs I WA 978163 126016e I 1680 lbs FIGURE 1: TABLE NOTES: S) SEE SHEET 1 FOR INSTRUCTIONS 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. FIGURE 2: 3) M4LION A60* 4L(J()NCLIV SWOV44 AgE VT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • • HOLE` TO BE DRIIeLED IK THE DIEL® FOLLOI NINIS DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW46EGGESTE1), RPPROXW14E HOLE LOCATIONS. 4) SUPS•1'RAT".. C•ONCOM SHALL C(:MFCIRM I l7 ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • a • YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .129'AFRICK AND R3E. ALLANCHORS41NTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • 114E MATERML. • • • • • • ••• • • • •• ••• • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.• • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP ANCHOR _ANCHOR CAP.- \ MULLION CAP.,,„,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 125" O Cl) t0 complying wi0r Ore I'lot�idja,l iildinb code ' 6 �' Gel S. 06 III// ,_ N LYNN �\CENSE''•, F•Q *' NG. 58705 ' O', STATE O`F .' 40 ' O( NAV - A. LY�ItGIMILL�fR, P.E. FL P.E.# 58705 i STANDARD CLIP 2.000" 6063-T8 ALUM. X -SECTION .125' -5.500' 3.125" CUT HERE TO .375" .375' _ CREATE F -CLIP. SEE r MIN. MIN. r OFTAILF,SHEET4 J L- � STANDARD CLIP 6083-T6 ALUM. ZTER OF ANCHOR HOLE MUST LIE TOPVIEW HINTHE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. I For Mullion: I 1 ! I 5.500' .375" .375' IN. MIN. r---- -------I-------------- I I I � I --- I ilf BD I C OFFSET CLIP 125, 6063-T8 ALUM. • TOPVIEW • .740"-F---�---I • • • I tI.338' MIN. too SHEETS 6$ TOPVIEW60 00 0 0 00 00 ••• • • • • ••• • • • • • • • • • • • • 000 0 0 0 000 0 0 MULLION 8083-T6 ALUM. XSECTION� L I t / I i / i �. 1' X 2.75'X.650* 2X5 ANGLE CLIP 6063 -TB ALUM. 2.000' XSECTION -.125" .125" 3.188" -.265" 1.25'X 3.18$' X.265' MULLION 8083-T6 U -CLIP 6063-T6 ALUM. USED FOR ALL 1' X 2' AND 1'X 2.75' MULLIONS. ALUM. X -SECTION -- - .375" MIN. - ----- -- 2X5 ANGLE CLIP 8063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16', TABLE B For Mullion: A 1.626 1" X 2" X. 125" Aluminum Tube Mullion 1" X2" X.125" (5) 88805 PGT Part # OttsetCllp 866113M 6661118M U -Clip 666243M Angle Clip 666511M 1" X2" X.375" (8) 666006 686114M 6661119M 866244M 666512M �° 11 1 X 2.75" X .850" (8) 66806 1120M 886116M 6661121 M 668245M 666246M 886513M 666514M • •1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 666515M iii' X3.189" X.265" (12) 6WA1M 6661117M 6661113M 666241M 666516M 1.26" X2.11" X.125' (16) 69370 WA N/A N/A 666517M ' w'. • 40LE TARI F A Dimension Value (In) For Mullion: A 1.626 1" X 2" X. 125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.125 1" X2" X.376. Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 2.75"" X .375 Aluminum Tube Mullion B 3.000 C 0.757 0 1.118 E .450 Min. A 1.312 1°X2.75"X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2,000 1" X3.125" X .500" Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.825 1.25'X3.188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1,26" X2.1 V X .121" Alum Tube Mull NOTES: • • • 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tODUCT REVISED complying with Ike Flodda iild, Code -A _-nC o151111,1.,1�/// 1'�0 LYNN M7l(ii,i ' No.58705 '•* 0 STATE OF '•.F40RIOP.••' N: s10NAL E� A. LYNN WL&, P.E. FL P.E.# 58705 1.000" 1.000' 1.062'-1 1 740" .063' .385" CL 14 # j-{ -.125 S .082" 4 �{ x.126" a .082"- o 438" o r d 4.000" .125' o= 4.000" 4.000" 2 62� 2.000" ( 2125• 2.011100" 1 .125" { -.125' Q .125' .125" .031"I '.•.- Z L STANDARD CLIP '125" U -CLIP 2X5 ANGLE CLIP U W _.125 r _ 6063.76 ALUM. 6063 -TB ALUM. 6083-T6ALUM. J .375" '155"J .375' X -SECTION XSECTION X -SECTION � Ir S, C9 CD 1'X 4'X.125' 1'X4'X.375' i'X4'X.37b' 5.500" __. M z C) D MULLION MULLION 'P -MULLION -- -5.000 ------ ' Z m .J 6083-T6 ALUM. 6063 -Te ALUM. 6083-T8 ALUM. 3 125• CUT HERE TO - 375" MIN. F- p cD U XSECTION X -SECTION X -SECTION .375' -'� _CREATE F -CLIP, SEE MIN. MIN. I DETAIL F, SHEET 4 Z W .375" Z lL g m 2.661"--___ �- - i i i -----_- I i __-_ N" Q.2 � _ T CENTER OF 1-^a -.125"� I I I I ANCHOR HOLE 1 7 g 0_ 1.377" I I I I MUST LIE WITHIN I I � a � � THE DASHED I J " (7 F BOUNDARY. SEE j j ~ U Q p> +. _ _ _ _ _ SHEETS 5-17 FOR Q Z N 2.875" -t' Q F - Ct h Z . cp t` I { I - THE ANCHOR O.C. I .125' F DISTANCE. I (3 Q o %O I I MAXIMUM W O m o 30°-1-- i t t ANCHORHOLE i 1 I I DIAMETER: { I F 3.250' -------. t---------' ANCHOR -- ---------'_------� U Q ~S 3W BAY MULLION DIAMETER Iii 4 0 0 6063SB ALUM. i _ 2X5 ANGLE CLIP Z 90 rU X -SECTION 6063-T6 ALUM. - 0_ mw STANDARD CLIP U -CLIP TOPVIEW -�•--� I Z.1,iTNiT- OF ANCHOR HOLE MUST UE 8063-T6 ALUM. 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE •228"� 1+.981" �� HIN THE DASHED BOUNDARY. SEE TOPVIEW USED FOR ALL 1' WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. X 4' MULLIONS SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE SHEETS 10 & 11 DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. TOPVIEW TART F C DIAMETER: ANCHOR DIAMETER + 1116'. 125 45° BAY 6083 -TI XSEI .228'J [-.981'-4 .376"� MIN. I I I I I I 2,250" I I I 1 1 I • 375" --------- I I 1 1 I f I I 3.000' H I I I •� •w j s • T • • •OFFSET CLIP 6063-T6 ALUM. TOPVIEW NOTES: " '- 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONACRESTRIC'QMS GIVF, tM THIJAWEET. • • w ••• • •• • • ••• • • 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOC4TI0►IS. • • • • • • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• 0 • TAR] F h Dimension Value (in) For Mullion: F 3,687 1" X4" X.125" Aluminum Tube Mullion G 1.000 H 2,680 F 3.187 1" X 4" X.375" Aluminum Tube & "T' Mullion G 0.757 H 2.430 F 1 2.813 30° Bay Mull F 2.875 451 Bay Mull Mull Dimension (sheet#) Mullion PGT Part # Std. Clip Ousel Clip U-Cllp Angle Clip V X4" X.125" (10) 69364 666111M W61122M 666241M 666518M 1" X4" X.375" (it) 66610 666112M 6661123M 666242M 666519M 1" X4" X.375" "T" (11) 66653 666112M 6661123M 666242M 666519M 30 Degree (16) 66649N/A WA WA 6665110M 45 Degree (17) 650 66 WA NIA WA 6665111M REVISED g with the Florida \\1I1In nll1j1j7 Q�,.•' vtOENSF '•. F� *' No. 58705 •' ~_ _ •. � rr ?may STATE OF1 ' SSfONAl- E Jrl 1111111 l" A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE E --- -- I I --------- I I I I I I I I I I I Mull Dimension PGT Part# CENTER OF ANCHOR HOLE MUST LIE DIAMETER: ANCHOR DIAMETER + 1116". I •� e (sheet#) Mullion Std. Clip U -Clip Angle Clip re, 125' 5.500" CUT HERE TO DISTANCE. MAXIMUM ANCHOR HOLE DIA METER: ANCHOR DIAMETER+1/16'. .375' 3.500" - '-moi CREATE F -CLIP, .375" MIN. 2" X4" X.25"(13) 88802 666261M 666271M 6665112M cEE DrEAAIL F, MIN. re ! 2" X8"X.25" (14) 86604 8888272M 8665113M STANDARD CLIP66282M 6063 -TS ALUM. 2.000' X -SECTION NOTES: 1) HOLES TO 8E DRILLED IN THE FIELD FOLLOWING I "125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.000"- -- - --- CUT HERE TO --3.600'--- CREATE F -CLIP, 375" .375"_ MIN. �� _ SEE DETAIL F, SHEET4 _MIN. I I I I ( I I I I 4.000" I I �_- - _. - - - ---- - - ---- I- 3.4138" .250" 2-X4'X.25" MULLION 6063-T6 ALUM. X -SECTION i 1 I I I - STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. .250' WITHIN THE DASHED BOUNDARY. SEE TOPVIEW f----2.000"�7 2' X 6' X.25' MULLION 6083-T6 ALUM. X -SECTION U -CLIP 2 125"UT 6063-T6 ALUM. X -SECTION 125" 375" -- -- T + 3.438" 1 U -CLIP. 606346 ALUM. SHEETS 5-17 FOR THE ANCHOR O.C. --- -- I I --------- I I I I I I I I I I I --DISTANCE. MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DIAMETER: ANCHOR DIAMETER + 1116". I •� e W (THIN TH E DASHED BOUNDARY. SEE w • at re, SHEETS 5-1T FOR THE ANCHOR O.C. 5.500" CUT HERE TO DISTANCE. MAXIMUM ANCHOR HOLE DIA METER: ANCHOR DIAMETER+1/16'. .375' 3.500" - '-moi CREATE F -CLIP, .375" MIN. I I cEE DrEAAIL F, MIN. re ! 06- -------- I I I I I I 1 I I I --- -- I I --------- I I I I I I I I I I I -� 4.688" I •� e • • w • at re, 5.4: I I I I I • • • • STANDAW CLIRb • • • • • • • • • 6063-46 AL•1M. • • • • • • • • • • TOPWIEW • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 2X5 ANGLE CLIP 6063 -TS ALUM. 2.000' XSECTION 125" 72 --- 5.000'- - - 375" - MIN. -------- I I I I I I I I 3.438" I 1 .375" I .__ L J MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE V DIAMETER: ANCHOR DIAMETER + 1116'. 375" I I I I i I i I I I I I I I I I I I I I 1 I 1 I -t- 5.438" �- +----- --I S' 5.436" I I I i I i i I 1 I I I I L--------------------._� U -CLIP 6063-T6 ALUM. USED FOR 2'X 6' MULLION. SHEET 14 TOPVIEW 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW L'376' MIN. U n 2 REVISED No 1VIIIII� NY LYNN ` P�.,.• ViCENSF No. 58705 375' - MIN. 8TA�T�E O�A'40 top, )!/j�: SS/0NAL ENG. A. LY'tSgMILLtA, P.E. FL P. EX 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. r NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32"+32+1' =65'. REFERENCING SHEET 22, THE COLUMN USING --- RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114' AND WILL MEET OR EXCEED THE REQUIRED' N x = DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. SEE TION SEE FROM TABLE 3A, SHEET 7,THE 1" X 2.75" X.375` MULLION (LENGTH 72", OPENING WIDTH 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/ -58.3 PSF AND WOULD WD O FENESTRADETAILs, = = g� PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. o u w APPROVAL 2-3 FoY O FROM TABLE 4A, SHEET 8, THE 1"X 2,75" X.650' MULLION (LENGTH = 72`, OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 7T OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION o Q LENGTH ,_ 2) USE TABLE 43 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 j/ lJ ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z N rc I j / W nerals, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL _ SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THEco J �- 2$ INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. L IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, Lu NO ANCHDR-SI11N-wINDOw SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: im M _j LLI F --MULL vnO7H - (60 PSF) X 72 1 PSF = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) �, Q OPENING WIDTH- --- ••• • • • ••• • • 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 AQ DESIGN PRESSURE OF +50.0/-55.0 PSF. Q t0 FOR THE VERTICAL MULLION: Z Q 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105' AND THE OPENING WIDTH IS 36'+36"+1" =73`. REFERENCING SHEET 22, N 4 Z00 r THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" AND WILL SIZE, THE NEXT LARGER SIZE AVAILABLE, ~ (n 4 80 _m0 A o v EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT USE J FROM TABLE 3A, SHEET 7, THE 1' X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF UU (L X Y MULL WIDTH--11--� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Fi T SEE FROM TABLE 9A, SHEET 13, THE 2` X 4' X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. Q d E W Z O0 g 8 m O x.0 DETAILS, 32• SEE SHEETS FENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36`+36'+2"=74", NOT 73" AS PREVIOUSLY - U r , e o PRODUCT'S ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73' DIMENSION (35-1/2"+35-112"+2"=73`). 1 r - 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED VERTICAL --__. - I CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. _. MULLION - - - SEE SEE SEE USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. �` I SHEETS 2-3 SHEET 3 OPENING FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2" X 4' X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HORtZ. MULLION 72" MULLION TYPE COULD BE CHOSEN. USING LOADING MAY BE 20DUCTRP.VISED fl' WlnPlylils Willi 113e Floridtl ❑ildin8 Code 1 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32'+72"+2' =106', REFERENCING SHEET 22, THE COLUMN TRAPEZOIDALITRIANGULAR USED, FROM TABLE 9A, SHEET 13, THE 2-X 4` X .250' MULLION (@ LENGTH =42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE _ ! CW,, w No REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. PSS°RD°) SEE DETAILS, CMU IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" - ~ SHEETS 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE SUBSTRATE. EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH --,, leml Dede l` d�MlClo��rol/,/ WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S 1 1$) 3111etll7�Ot�ANCypRS 7� Aj EDGE•DjSTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED A CH P I OFJ21 �� /7 • 6PS.0 • • �� ��` .•'........ 'NLLLENGTH1`MULL 38',HORIZ. 36',HORR. LENGTH•1) FOR iFlit U-•LIPdN TME tpRl�(y1iAL MUj.L10N TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U -CLIP SHOWS THE ANCHOR �_`MIOPENING O•RPACITY•S 1.74 IBS WHENU�NG4 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE No.58705 WIDTH FOR VERTICAL MULL •SANCFF6*IkPEI�PM#12STEELSEREN. •• -_ FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE !3 +/-64.7 PSF FROM THE VERTICAL MULLION; 'O _- �% '•, f 0 rS p +t-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +/-170.( PFROM T�L•'�' HQFOZONTAL OULLION A-PrACHING TO THE VERTICAL MULLION (INTERSECTION). O STATE 0 •' (V� J �C` •'•."40RIOP-.•'• ��� •yH� LO ST DESIG gRESS RE=S +/-64.:P•SEAN: W;ULD APPLY TO ALL OF THE MULLIONS. �� SS - • • • G1 �0NAI �� • • • • • • • • • • VEQlFY Ty'F•DESIGh�'RF•4$I:9E 11 THE FENE:TR:T10; PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION / t 1 I I I I I 1 � PRODUCT6. WILL APPW TO THG OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P,E,# 58705 ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: SH/OH LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WI -W INTER"yNG HORIVgTAL MILLIONS • j IF• • • • • • • • • • I.P 11 • • • • • • 1• • • • • LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION j WITH INTERSECTING HORIZONTAL MULLIONS I I EXAMPLES OF TRAPEZOiDALJTRIANGULAR LOADING: PW oo p 1( -,HINGED 2-� DOOR PW SH/DH] Lu lJ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WI -W INTER"yNG HORIVgTAL MILLIONS • j IF• • • • • • • • • • I.P 11 • • • • • • 1• • • • • LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION j WITH INTERSECTING HORIZONTAL MULLIONS I I EXAMPLES OF TRAPEZOiDALJTRIANGULAR LOADING: m -w PW oo p 1( -,HINGED 2-� DOOR PW 0 PW CONFIGURATIONS. �GCR�ItiNCV i�0 12a1� 13C CONFIGURATIONS NOT SHOWN Q Y Y SGD / L><111 SGD m -w PW oo p 1( -,HINGED 2-� DOOR o N LOADING OF HORIZONTAL MULLION PW PW (DN Z RODT3CT RGVISGD o 0 PW CONFIGURATIONS. �GCR�ItiNCV i�0 12a1� 13C CONFIGURATIONS NOT SHOWN Q Y Y • THOSE SHOWN. // SGD 8 • • • • • • Pyy PW (DN Z RODT3CT RGVISGD o 0 PW CONFIGURATIONS. �GCR�ItiNCV i�0 12a1� 13C CONFIGURATIONS NOT SHOWN Q Y Y THOSE SHOWN. // 2) IF THE LOADING TYPE CANNOT 8 • • • • • • • • • • • •• •• • • • •• •• 4� ORIDPI 'SS'ONAL Pyy PW (DN Z RODT3CT RGVISGD _OADING OF VERTICAL MULLION 0 M z Woo PW ) W (DN Z RODT3CT RGVISGD o 0 PW CONFIGURATIONS. �GCR�ItiNCV i�0 12a1� 13C CONFIGURATIONS NOT SHOWN Q Y Y THOSE SHOWN. // 2) IF THE LOADING TYPE CANNOT 8 zm0 0 O RECTANGULAR LOADING. SH/DH - 3) SEE PRODUCTS' APPROVAL FOR y b" ACTUAL ANCHOR LOCATIONS. 7 4� ORIDPI 'SS'ONAL LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RODT3CT RGVISGD 1)DRAWINGS ARE - RERESENTATIONS OF TYPICAL scomplying �,th the Florida eildin; Cola ss�� .l C... PW CONFIGURATIONS. �GCR�ItiNCV i�0 12a1� 13C CONFIGURATIONS NOT SHOWN :xpleZiuu -- MAY BE EXTRAPOLATED FROM ly,.r-�''"" -Dadr�i; S0.c4ki l'66Upr� THOSE SHOWN. // 2) IF THE LOADING TYPE CANNOT \ �a�� ''tGEN / : P ' U SF'•., F,p PW BE DETERMINED, USE : i RECTANGULAR LOADING. N0.58705 = 3) SEE PRODUCTS' APPROVAL FOR -- - ACTUAL ANCHOR LOCATIONS. 7 FA •' (L. STAT o'4 ORIDPI 'SS'ONAL LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 50705 MIAMI -ME MMIZI DEPARTMENT OF REGULATORY AN BOARD AND CODE ADMINISTRATIO NOTICE OF ACCEPTAN (RER) MAP 2S rug AMI -DADS COUNTY ODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T(786)315-2590 F(786)315-2599 Nvivw. m is m id a d e. eov/econ o my 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 mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of A ctrplaxl o nunrber_and aza raval_.date by the Miami Dade Countv.Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 0090 RENEWAL of this NOA shall be considered after a renewal application has bean filed and Awe bras beosr • • • • 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 dean. . a revision.. or change in the materials, use, and/or manufacture of the product or process. Misuse of this.V"A as an pl*rseme4f of any product, for sales, advertising or any other purposes shall automatically te%ulivafe thisNOA.'Failuw. to comply with any section of this NOA shall be cause for termination and removal vf"4)A. • • • • • • • s s • • ADVERTISEMENT: The NOA number preceded by .the words Miami-DAde'coutity, F{iorida, aril• • followed by the expiration date may be displayed in advertising literature. If a6i9y0po;tion of the: i..:% displayed, then it shall be done in its entirety. ' •' •" INSPECTION: A copy of this entire NOA shall be provided to the user by4tie suanufac�m or its • • • distributors and shall be available for inspection at the job site at the request of the Building Offittal. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, RE. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours-&Ea., Inc. for their "DuPont Butacite It PVB Interlayer" dated 09/08/1 , eeiring Of t2/11/16:' •':' 2. Notice of Acceptance No. 11--0624.02 issued to E.I. DuPont IleNcluours &en., Inc. • • for their "DuPont SentryGlas© Interlayer" dated 08/25/11, ��Mpg on 011J 4AT . 0000 •00•• • F, STATEMENTS .... .... • . .... 1. Statement letter of conformance, complying with FBC 20101 .ted I)e cornber 18� • • • 2012, issued by manufacturer, signed and sealed by Anthony >eynt44ilIer, f:.f� .... 2. Statement letter of no financial interest, dated December' IV,: 2012, issued by ..• .. • . manufacturer, signed and sealed by Anthony Lynn Miller, P.F, : •. • • • • 3. Proposal No. 12-1499 issued by Product Control, dated Jdiy.31s 2012,:signed • •: Manuel Perez, P.E. 0000 G. OTHER j`Mi f fi f I 1. None. Manuel ere` Product Control Expmu r NOA No. 12=09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 5/16'LAMINATED {.,� 7(16"LAMINATED GLASS STACK 1 GLASS STACK GENERAL NOTES: SERIES 740 IMPACT RESISTANT CASEMENT WINDOW " �u r R -.090 DUPONTSGP II II II 1 3/16'ANNEALEDOR i/8'ANNGLASS ON' GLASS" BUTAgTE PVB HEAT-STRENG CLAS s� 3 ( H/EATSTRENGTHENEb --1/8' ANNEALED _ EXTERIOR 39 GLASS 38 GLASS 1 135 /lul /��, 11/18' GLASS BITE f 11116' GLASS BITE s„ �I 1 �1 // yy _— 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE 'U a, t 7✓ ' r—i•- B. SEE SHEET 2 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, SEE TABLE 3, SHEET 4. TABLE 1: 32Y 0\ j GLASS TYPE 1 GLASS TYPES 2 & 3 d A. SEE7/B' NOA1. 718' NOhL _- SHEE I 5118"LAAfINATEO GLASS STACK GLASS STACK _ 7/16'LAMINATED GLASS STACK GLASS STACK S, iW ANNEALED GLASS 3116" ANNEALED OR 7/16'AIRSPACE ,090'DUPONi 1/4"AIRSPACE �HEATSTRENGTHENEO GLASS 7 ANNEALED OR-ISUTACITEPVB 3116 -ANNEALED , ,pgp•DUPONT SGP TEMPERED GLAS5 GLASS — 118'ANNEAIED 3/18'ANNEALED OR 38 GLASS ` HEATSTRENGTHENED GLASS ERIOR ! -------- EXTERIOR I; R �7 ! 11/16' GLASS BITE 11/16' GLASS BITE 3 C3 9 s 31 32 _ 31 32 GLASS TYPES 4 & 5 GLASS TYPES 61 &&17 718'NOM. ` GLASS STACK 7116'LAMINATED GLASS STASTACK �3/16'ANNEALEDOR i/4'AIRSPACE HEATSTRENGTHENED GLASS 3118' TEMPERED --.000' DUPONT SGP J4 P9 GLASS 3116- ANNEALED OR O---- HEATSTRENGTHENEO GLASS a .. .., EXTERIOR 11116" GLASS BITE •• ••• ` LYNN49/�7 4) ALL WOOD BUCKS LESS THAN 14/2" THICK ARE TO BE CONSIDERED 1X ' \ 011V �� QCT.. •' 1.\GENSF '.�'P �� *: No.56705 ___ -.___7 INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED INSTALLATION ............ ........... 2 ASSEMBLY TUBE DETAILS .............3 j\ DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-1/2'THICK OR A ANCHOR SPECIFICATIONS............ 4 ANCHOR 4RUANTITI EE 4 \ GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY ..................... IfESIGN F'l2ESSURCS..!..........._.... 5-9 RSSEMBLY S FAILS/BdM.............. 10 STAVE OF� �� T p �•\ i �O •.,CORtDP,.•'G\ \ i i lS�•\� ANAL 1 \ �w A. LYNN MILLER, P.E. REA 68705 TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION CERT. OF RUTH. #29296 �\ IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 08/08/12 Series/hfadel: Scole: Sheet: j 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING CA -740 j OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON MD-CA740-LM J \ TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 69, THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL VISIBLE j J� SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT v INSTRUCTIONS. (DEC) /J / 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING j APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED j TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. I / 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. ` B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE ._ --- — ___--- �- X" a _ _ WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE IN DESIGN DESIGN OF THI6 iIN "- ...___ B 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE PRODUCT. THE 1.6 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 _ _ 30' VISIBLE BUILDING CODE FOR CORROSION RESISTANCE. OPENING (DLO) 9) REFERENCES; TEST REPORTS FTL-7066, 3679, 3580, 3724; ELCO ULTRACON „ NOA; ELCO CRETEFLEX NOA; ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND W✓i ADM ALUMINUM DESIGN MANUAL..-.: pati..... TABLE 1: 32Y 0\ j GLASS TYPE 1 GLASS TYPES 2 & 3 d A. SEE7/B' NOA1. 718' NOhL _- SHEE I 5118"LAAfINATEO GLASS STACK GLASS STACK _ 7/16'LAMINATED GLASS STACK GLASS STACK S, iW ANNEALED GLASS 3116" ANNEALED OR 7/16'AIRSPACE ,090'DUPONi 1/4"AIRSPACE �HEATSTRENGTHENEO GLASS 7 ANNEALED OR-ISUTACITEPVB 3116 -ANNEALED , ,pgp•DUPONT SGP TEMPERED GLAS5 GLASS — 118'ANNEAIED 3/18'ANNEALED OR 38 GLASS ` HEATSTRENGTHENED GLASS ERIOR ! -------- EXTERIOR I; R �7 ! 11/16' GLASS BITE 11/16' GLASS BITE 3 C3 9 s 31 32 _ 31 32 GLASS TYPES 4 & 5 GLASS TYPES 61 &&17 718'NOM. ` GLASS STACK 7116'LAMINATED GLASS STASTACK �3/16'ANNEALEDOR i/4'AIRSPACE HEATSTRENGTHENED GLASS 3118' TEMPERED --.000' DUPONT SGP J4 P9 GLASS 3116- ANNEALED OR O---- HEATSTRENGTHENEO GLASS a .. .., EXTERIOR 11116" GLASS BITE •• ••• ` LYNN49/�7 1)IOAAl 6118 nl B/id'e FrOdat�crxkm \ 011V �� QCT.. •' 1.\GENSF '.�'P �� *: No.56705 ___ -.___7 (9ENLRAL•NOTEL............. 1 &E TIS•1........... ........... ... .1 GLA GbETIVS..................... I INSTALLATION ............ ........... 2 ASSEMBLY TUBE DETAILS .............3 _' .r9...3•_-�._.:_ = I� _ t9 ANCHOR SPECIFICATIONS............ 4 ANCHOR 4RUANTITI EE 4 �� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ..................... IfESIGN F'l2ESSURCS..!..........._.... 5-9 RSSEMBLY S FAILS/BdM.............. 10 STAVE OF� �� T p �•\ i �O •.,CORtDP,.•'G\ \ i i lS�•\� ANAL 1 \ �w A. LYNN MILLER, P.E. REA 68705 • • : • • •/,� CERT. OF RUTH. #29296 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U GLASS TYPES 8 & 9 approved a3 complying 1,1th the Florida 10id01 Cede lhiuc 1)IOAAl 6118 nl B/id'e FrOdat�crxkm Revised By: Dote: Rev'sion: ✓ - Revted By: Date: Revision: Description: Dawn By: GLAZING DETAILS J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/hfadel: Scole: Sheet: Drawing No. Rei: CA -740 NTS 1 OF 10 MD-CA740-LM INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD, AS REQUIRED PER 2 TABLE 3, SHEET _ ATTACHEOTO F FRAMEJAMB om ATTACHED TO �. VENT JAMB L 21 -•-f EDGE DISTANCE -- _T EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT- AND EDGE JJ DISTANCE PER SUBSTRATE, \� SEE TABLE 3, r \� SHEET 4. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB INSTALLATION OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT BUCK WIDTH -- ---- - ATTACHED TO 1/4"MAX 15 116FRAME SILL SHIM ATTACHFD TO__ ' VENT SIL • . , 04, - '11 31 BSD -- EDGE " - -- - - DISTANCE -� - 82 82 -_ L EMBEDMENT +r _ 1 24 Cp FOR SNUBBER REQUIREMENTS, RPF TARI F 4. CHFFT 4 OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEEDETAIL A1, BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -1/2 - THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE CJ ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) -- ------ WINDOW WIDTH ---- HORIZONTAL SECTION A -A OPTIONAL. UNIT MAY BE INSTALLED ATTACHED TO - FRAME JAMB EXTERIOR ATTACHED TO DEPICTED AS 2X ARE 1-1/2" THICK OR VENT JAMB WIDTH, WASH HINGE: WINDOW WIDTH - 13 1/2 Bl WINDOW SHALL BE DESIGNED TO PROPERLY HEIGHT WIDTH, EGRESS HINGE; WINDOW WIDTH - 7-112 TRANSFER LOADS TO THE STRUCTURE. VISIBLE 14 - Rev,sion1/AMAX LIGHT HEIGHT: WINDOW HEIGHT -6 HEIGHT IS THE RESPONSIBILITY OF THE ENGINEER (DLG) ATTACHEOTO F FRAMEJAMB om ATTACHED TO �. VENT JAMB L 21 -•-f EDGE DISTANCE -- _T EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT- AND EDGE JJ DISTANCE PER SUBSTRATE, \� SEE TABLE 3, r \� SHEET 4. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB INSTALLATION OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT BUCK WIDTH -- ---- - ATTACHED TO 1/4"MAX 15 116FRAME SILL SHIM ATTACHFD TO__ ' VENT SIL • . , 04, - '11 31 BSD -- EDGE " - -- - - DISTANCE -� - 82 82 -_ L EMBEDMENT +r _ 1 24 Cp FOR SNUBBER REQUIREMENTS, RPF TARI F 4. CHFFT 4 OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEEDETAIL A1, BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -1/2 - THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE CJ ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) -- ------ WINDOW WIDTH ---- HORIZONTAL SECTION A -A OPTIONAL. UNIT MAY BE INSTALLED _ - DIRECTLY TO SUBSTRATE. WOOD BUCKS F 10" MAX DEPICTED AS 2X ARE 1-1/2" THICK OR Type WIDTH, WASH HINGE: WINDOW WIDTH - 13 1/2 GREATER. 1X AND 2X BUCKS (WHEN USED) A SHALL BE DESIGNED TO PROPERLY NOTES: WIDTH, EGRESS HINGE; WINDOW WIDTH - 7-112 TRANSFER LOADS TO THE STRUCTURE. I Rev,sion1/AMAX WOOD BUCK DESIGN AND INSTALLATION HEIGHT: WINDOW HEIGHT -6 1 IS THE RESPONSIBILITY OF THE ENGINEER 26•+ ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114". Window Ancfwr Type MAY NEED TO BE t5 16 DETAIL -- - Al INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF -DRILLING -SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR r STEELSTUD, EXTERIOR F] '---+— SEE DETAIL A2, BELOW bETAII A2 AddOlonal Anchors _ Side of the Frame Assembly EGRESS FORMULAS. F Window Anchor Type WIDTH, WASH HINGE: WINDOW WIDTH - 13 1/2 Wdth A B, C B D NOTES: WIDTH, EGRESS HINGE; WINDOW WIDTH - 7-112 0 0 Rev,sion1/AMAX 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT -6 1 / 26•+ ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10" MAX.ANCHORS Window Ancfwr Type MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 - A 6, C & D - -- - 17" - 22.9'0 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 23" - 25.9' 01 Dote: 08/08/12 WINDOW FRAMES AT 10" MAX. t 1 1 I til NOKOMIS, FL 34274 FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: '---+— SEE DETAIL A2, BELOW bETAII A2 AddOlonal Anchors Required on 000h Side of the Frame Assembly Tube (FAT) F Window Anchor Type LL Wdth A B, C B D Ir -22.9' 0 0 Rev,sion1/AMAX 23" - 25.9' 0 1 26•+ i 1 1 Window Ancfwr Type a Height - A 6, C & D - 17" - 22.9'0 0 J ROSOWSKI 23" - 25.9' 01 Dote: 08/08/12 26+ t 1 1 na eonlplylNg with Ike •1X4IIOOQ is �/Re✓sed ��`�NY LYNN d/yEBY.-�t-.:THIS{REIT. ey: Dote: Revsfon: nNL�1OVTFW • • • F' Revised Ry Dote: Rev,sion1/AMAX SHIM MEQUiREMENT No. 58705O _ -- ® DescriptionDrawn By�-1�CROSS EMBEDM T TE •• • •-� •PERANCHOR{ �i • SECTIONS & INSTALLATION J ROSOWSKI 1070 TFCHNOLOCY DRIVE N. VENICE, FL 34215 P.D. BOX 1523 Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 •• •-•-� ' • • " __ • --!_ • • • • • •--—-o- °a • • • OT�. STA E �q .: oRlo . '��C INSTALLATION OPTION 3 • ,.I� • • • • 0,90 VERTlCAL.SECa•ION ', S/ EN . OfVAL ,w NOKOMIS, FL 34274 Series/IAodeC S le: Sheet: Drowin9 No. Rev: INSTALLATION ANCHORS THROUGH ti$ • • 1X 13UCKSTRIP INTO MASONRY, A./LYNN(AIRIER, P.E. CA -740 NTS 2 OF 10 MD-CA740-LM CERT. OF AUTH. #221293 p. E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOWH- WINDOW HEIGHT t —�1 WIDTH t� ACASEMENTEXTERIOR WINDOW n FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE {PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENT XX FIGURE 1: �-.— 16', SEE NOTE 7, THIS SHEET 10', SEE NOTE 7, THIS SHEET 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW 1 MIN. If 12 X 1"SMS THROUGH INSTALLATION HOLE£ 740 SERIES FRAME 740 SERIES CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW V TUBE WINDOW HORIZONTAL SECTION C -C AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING / _ / WINDOW ,,.. WINDOW �-D FRAME TL OF ASSEMBLY TUBE FRAME -- --ASSEMBLY —D TUBE NOT EXCEED 62' IN LENGTH (AS USED 740 SERIES IN A 63' FLANGED WINDOW) OR BE / (,(✓� \ �" CASEMENT WINDOW W / THROUGH CONFIGURATIONS. INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES •- E FRAME / —_/ JOINTS TO BE SEALED BY INSTALLER. ASSEMBLY �-E TUBE \ ` 740 SERIES 1 1 FIXED WINDOW` / ------ 'SEE PRODUCTS NOA FOR -- INSTALLATION SPECS MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES EXTERIOR 741) SERIES AWNING WINDOW' / FRAME L —ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR a 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES, 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D_D- VERTICAL SECTION E -E 1) DETERMINE EgCHINDIVIDU:L YftND:W:t'P j S14 AtGgASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 5511411,10• 2) FROM SHEETS O I H: SH:ET:ORCYOI�i G`ASs*00 00 0 0TYPE • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE' OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOY4N+ SOUND UP 7 • ,,THE NEXT AVAIVBLE WIDTV OR HEIGHT DIMENSION SHOWN ON THE TABLES, 4) USING THC WLE LA:ELEO ` gWW AI:CHf ?S RE(4lgFP' dABI 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDQW. • • • • • • • • • • • • 5) INSTALL AS PER THE4NSTRUCTIONS ON SHEETS 2-3. NOTt THARADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Adlillonel Anchors Requlrad on each 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, AS SHOW IN CASEMENT DETAILS, WITH MIN. #12 X V SHEET WINDOW METAL SCREWS. USE THE SAME TL OF SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. --ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62' IN LENGTH (AS USED MIN. # 12 X IN A 63' FLANGED WINDOW) OR BE >-1" SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR 0 1 JOINTS TO BE SEALED BY INSTALLER. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D_D- VERTICAL SECTION E -E 1) DETERMINE EgCHINDIVIDU:L YftND:W:t'P j S14 AtGgASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 5511411,10• 2) FROM SHEETS O I H: SH:ET:ORCYOI�i G`ASs*00 00 0 0TYPE • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE' OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOY4N+ SOUND UP 7 • ,,THE NEXT AVAIVBLE WIDTV OR HEIGHT DIMENSION SHOWN ON THE TABLES, 4) USING THC WLE LA:ELEO ` gWW AI:CHf ?S RE(4lgFP' dABI 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDQW. • • • • • • • • • • • • 5) INSTALL AS PER THE4NSTRUCTIONS ON SHEETS 2-3. NOTt THARADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Adlillonel Anchors Requlrad on each Side ofthe Frame Assembly Tube (FAT) F Window Anchor Type LL Width ••, TL OF �-n. 0 0 S�ONA)- \ > 26'+ 1 1 i Window Anchor Type Height A B, C & D n^ -n.9' 0 0 23'-25.9' 0 1 26'+ 1 1 4pliro <dn cam11l11ca 111Th 1ht F7urldn�1 u1dlc� C'otk ,r R'71nmI D de ['rata t,(.ax{ml »r.�c ljv i O d - fn U � a t o � O COF- J CO Lu 0 D O m Q y C) 8 z co z Y L 'S (�~ O ..w u t W :E W W 0 �g 6W C) 0 LL _ U „nrtll� VAAAAILYNN No. 58705 ••, TL OF ��('� ST ..• X1(7\ S�ONA)- \ TABLE 3: >r7Na Glass Type: under23' PVB 25.15/16' 27-3r4- (Types 1, 4 & 5) ""'" : O STATI3 OF /:. . 33-1/2' None 35' r 114" steel Ulhacon I 1" 6" Anchor Group Anchor Group 12" max. from Anchor Group Anchor Group Anchor Group I Anchor Group 1-318" ro A 914, steel SMS (G5) A B C&D A 13 IC&D A I B C& Dj A 8 C&D A B C&D A B C&D A B C&D 3/8" under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 or #12, 410 SS SMS Headl3lfl 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 25-15118" - Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 S. Pine Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 • 7050• 8^tHlead/Sill b 4 4 4 4 4 4 4 4 4 4 4 4 4 A 4 4 4 4 4 0. 4 2.85k Concrete 2-f/2" SBI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 - 48'b 114" 410 SS 4 4 4 4 8 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 1-1140" 5& • ill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 . 48 4 2 2 4 2 6 6 4 2 2 6 4 4 2 6 6 2 8 4 2 4 4 6 2 3 6 8 4 2 4 6 6 3 3 6 B 4 2 4 8 6 3 3 6 8 4 3 4 6 62 3 4b 6 8 4 6 6 4 ill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 463'b 6 6 6 88 6 8 8 6 68 6 6 8 6 6 8 6 6 8 6 Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72" b 8 8 6 6 8 6 8 8 6 8 10 6 8 10 6 8 10 8 8 10 6 SM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3376'b 88 8 88 8 8 10 B81088 108III 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3b 8 8 8 8 2 70 88 2 2 2 10680 2 2 2 3 B 2 106Sill 2 3 2 2 2 2 TABLE 3: >r7Na Glass Type: PVB SGP a B)))JOFITHE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE (Types 1, 4 & 5) (Types 2, 3 & 6.9) : O STATI3 OF /:. . 63" and None 12" max. from r 114" steel Ulhacon I Hollow Block 1" 6" 1-1/4" No 12" max. from S. Pine 518" 1" 1-318" No A 914, steel SMS (G5) 8083-T5 Alum. 3/8" 518" 0.050 No ork14. 410 SS SMS A38 Steel 318" 518" 0.050 No A853 Stud, Gr. 33 3/8" 516" .035", 20 Ga. No S. Pine 518" 1" 1 3/8" No B #12, steel SMS (G5) 606375 Alum. 3/8" 5!8' .050" No or #12, 410 SS SMS A36 Steel 3/8" 510" .050" NO A653 Stud, Gr. 33 3/8" 5/8" .035", 20 Ge. _ No S. Phe 518" 1" 13/8" Yes . A653 Stud, Gr. 33 318" 5l8' .045", 18 Ga. Yes S. Pine 518" 1" 1-3/8" Yes #14, steel SMS (G5) 8083-T5 Alum. 318" 5/8" 7116" Yes or#14, 410 SS SMS A36 Steel 3/8" 46(♦" • 7050• Y•s A653 Stud, Gr. 33 318" 5/8" .04 , 18PGa, es 2.85k Concrete 1" 4" 114" steel Ultmcon 2.85k Concrete 2-f/2" 0'es• D Hollow Block 2-112" 0 05" • 41-1/4" • Yes Filled Block 2-1/2" 4" 1-314" Yes 114" 410 SS 3.35k Concmte 1" 5" 1-314" No CraleFlax Hollow Block 2-1/2" 5" 1-1/4" No --� 3.5k Concrete_ 1-1140" 5& • 1-314" • tJ• 5116" steel Ultmcon Hollow Block 3 -toe" 5" • 1-1/4r • o• Filled Block 2-1 5" f -3! ,r NOTES: • • • • • • • 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SftSTRAIt. 2) ANCHORS MAY BE I-EXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations >r7Na Glass Type: PVB SGP a B)))JOFITHE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE (Types 1, 4 & 5) (Types 2, 3 & 6.9) : O STATI3 OF /:. . 63" and None 12" max. from r less Required each end & 30" max O.C. 1y 4^ a SWE aF TV FWED CASEMENT (HEAD & SILL). 12" max. from 12" max. from over 63" each end & 30" each end & 30' max O.O. max O.C. i) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116^ ANNEALED SGP LAML GLASS, 114" MASONRY ANCHORS INTO CONCRETE +70/ 80 PSF DP REQUIRED, NO ANCHOR PLATE B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE, C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. SAMPLE CONFIGURATIONS: E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10"►- tp^ F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4 SIDE OF THE AWNING (HEAD & SILL). —14" FIXED CASEMENT ANCHORS (SEE-SEPERATE >r7Na A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-83.1. • • • 10.6" a B)))JOFITHE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE sUm(n L7 IREEQAND DOES NOT REQUIRE THE ANCHOR PLATE. : O STATI3 OF /:. . a C),FRQ14TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. 61" D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E)JDISTRIBU-�E ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. A. LYNN MILLER, P.E. P.E.# 68705 F)IWUI:S:N SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 1y 4^ a SWE aF TV FWED CASEMENT (HEAD & SILL). - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -.-11.+— 25. 20" +-- 20�...! 48" I app—ed ns complying with W. Florida �iu"fdb,q Cal=-��,� Da1C_. J.,yk.4 A'µaml Pale F. cduct�mr�oli g >r7Na yk _ No. 58705 sUm(n 1 : O STATI3 OF /:. . F li 0 0 0 o� L O 0 13.25" O'NN _ No. 58705 1 : O STATI3 OF /:. . A. LYNN MILLER, P.E. P.E.# 68705 4) 7/8" ;1 WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES 7%16' AIR-1/8"AN -.090" PVB - 1/8" AN) - Design Pressure (ps0 for Windows Attached to a Horizontal Frame Assembly Tube WINDTow Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube under23' 25-15116' 27-314' 30' 33-1/2' 35'under 23- +70/-90 +70150 +707-90 +701-90 +701-90 +70/-90 Window Width 25.15116' +701-90 +701-90 +701-90 +701-90 +70/-90 +707-90 +701-90 3&318' +70/-90 +701-90 +701-90 +701-90 +707-90 +70/-90 +70/-90 48' +701-90 +701.90 +701-90 +701-90 +701-90 +70/-90 +701-91 B +701.90 +70190 +701-90 +701-90 +70/-90 +701-90 - - b +701-90 +70I-90 +707-90 *70/-88.5 +70/-80.8 +701-77.7 -... _ 63' " +70150 +701-90 +70150 +70/-84.3 +701-78.5 +701-73.7 +70/-70.1 72' 78' +70!50 +701-90 +701-87.2 +701-84.6 +701-77.7 +701-75.7 +601-71.5 +1-67.3 +60/- 62.4 +I- 58.9 +801- 60.9 +r- 57.2 +/-59.3 +I- 55.6 84' +70/-90 +701-80.4 1 +701-71.3 +601-62.1 +(- 54.2 +701-90 +70190 4) 7/8" ;1 WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES 7%16' AIR-1/8"AN -.090" PVB - 1/8" AN) NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - Design Pressure (ps0 for Windows Attached to a Horizontal Frame Assembly Tube WINDTow Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube ASSEMBLY y 1 TUBE Window Width ADDITIONAL under 23' 25-15!18'J-70/-90 Window Width 33-1/2' WINDOW WIDTI4 35' 37 - An.., Group Anciwr Group under 23' Anchor Group 25-15flV' 27-314" 30" 33-112" All 35" 3T' B A, C& D W B Anchor Group 8 C& D Anchor Group under 23' Anchor Group Anchor Group Anchor Group +701-82.1 Andra Group Anchor Group +701.78.5 A B C D A B C&D B A,C&D B A,G&D A B C&D B A,C&D 8 A,G&D +701-9038-318' under 23" +70)-90 +701-90 +70'-90 1 +701-90 +70190 +701-90 +701-90 +70/-90 +70'-90 +70/-90 +701.90 +701-90 +707-90 +701-90 +701-90 +707-90 +70'-90 +701-90 +701-90 25-15116" +701-90 +701-90 +7W-90 +701-90 +701-90 +70'-90 +701-90 +701-90 +70'-90 +701-90 +701-90 +701.90 +701-90 +701.90 +70/-90 +701-90 +70'-90 +701-90 701- 0 +701.90 +701-71.8 +70!-90 +701-90 +701-81 +I0-90 +701-90 +701-90 +70'90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70'-90 +70190 +701-74.3 A6" +707-73.1 H57.3 Nd -90 +701-90 H-64.0 +70'-90 +70/-90 +701.90 +70'-90 +701-878 +701.90 +70/90 +701-78.8 +70/-90 +701-90 +701-90 +701-88.9 +70/-90 +70150 5115181 +1-69.3 +/.54,3 +70'-90 +701-90 +1-81.4 +701-90 +701-90 +70f-90 +70-90 +70/-83.2 +701-90 +70!-90 +70I-74.6 +701-90 +701-89.2 +701.90 +701-84.3 +701-89.2 +I-58.9 60" +/-58.5 +/-45.8 +701-84.7 +701-90 +/.51.8 +701-Bt2 +TOt-90 +TO! -75.9 +70'-90 +701-70.2 +70'-88.5 +701-80.3 +1-629 +70180.8 +701-75.2 +701-77.7 +701-71.2 +701-74.3 63" +/-55.7 +!.43.8 +70/-80.7 +70I-84.5 +1-49.3 +701-77.3 +701-90 +707-72.3 +%p' -g0 +1.68.9 +7(Y-84.3 *70/-76.5 +/-549 +70i-78.5 x701 -i t.6 +70/-73.7 +1.678 +701-70.1 NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - Design Pressure (ps0 for Windows Attached to a Horizontal Frame Assembly Tube WINDTow FRAME HEIGHT ASSEMBLY y 1 TUBE Window Width ADDITIONAL under 23' 25-15!18'J-70/-90 30' 33-1/2' WINDOW WIDTI4 35' 37 - An.., Group Anciwr Group Anchor Group Anchor Group Anchor Group Anchor Group All All All B A, C& D A B C& D A 8 C& D under 23' +70/-90 +70180 +701-90 +701-82.1 +70/-90 +701-90 +701.78.5 +701-90 +701-90- *701-74.3 +701-90 25.15!16' +701-90 +70180 +701-90 +701-90 +70f-90 +70)-88.8 +701-90 +701-90 +701.84 +701-90 +701-9038-318' +701-90 +701-90 +701-N +701-80 • +70f-&0 +�1/-9� •+7Qjr90 +701-90 +70180 +70/50 +701.90 i` 48' +701-90 +701-90 +7015• +70f-900 +701!0 +1t01 -9S •+70890 +701-90 +701-90 +701-90 +701-90 i 50-516' +701-W +70/80 +701.90 +701-90 +701 701- 0 + i- •+707- • +707-90 +70/-89.2 +701-89.2 +701-842 60' +701-90 +70180 +701-90 +70/-8816 +70.80.8 +70►80.6 •T01 -77f 01700111V -T7 +701-77.7 +701-74.3 +701-74.3 +701-74.3 g 63' +701-90 +70150 +701-90 +70/-84.3 +70f-76.5 +701-76.5 +701.73.7 +701-73.7 +70173.7 +701-70.1 +70'-70.1 +701-70.1 72' +70150 +70187.2 +701-77.7 +701-71.5 +601.62.4 +60'82.4 +60180.9 +601.60.9 +601.60.9 +/-59.3 +1-59.3 +1-59.3 76' +70/-90 +701-84.6 +701-75.7 +J_"7.3 +I-58.9 +'-610 +/-57.2 +1-57.2 +/57.2 +1-55.6 +1-55.6 +/-55.8 84' I +707-90 +701-W.4 +701-71.3 +WI -62.1 6f54.2 #/54.2 • • • • NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEETS 1 & 4 FOR WINDOW ANGHUR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. -.-{ 4-.-- ASSEMBLY TUBE WINDOW HEIGHT L- _ I WINDOW _ _ ADDITIONAL' -'-I WIDTH r-� `ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4pproved as comptltxg wllh the Mort da luldlal(Co'd 7. Dat, NOAH 6fipasl Dryd¢ PtoduNCaHtrof I > a, u I rr VC mN � CL ao ��111111 7777 ` No, 588705 v 3rIyb3 L STATE OF - �\ ..P�'.. FI ORtOP'• �\`� S/01VA�+� A. LYNN MILLER, P.E. - --- WINDTow FRAME HEIGHT ASSEMBLY y 1 TUBE 10' MAX, ADDITIONAL -ANCHOR (4), IF REQ, �- WINDOW WIDTI4 SEE SHEETS 1 & 4 FOR WINDOW ANGHUR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. -.-{ 4-.-- ASSEMBLY TUBE WINDOW HEIGHT L- _ I WINDOW _ _ ADDITIONAL' -'-I WIDTH r-� `ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4pproved as comptltxg wllh the Mort da luldlal(Co'd 7. Dat, NOAH 6fipasl Dryd¢ PtoduNCaHtrof I > a, u I rr VC mN � CL ao ��111111 7777 ` No, 588705 v 3rIyb3 L STATE OF - �\ ..P�'.. FI ORtOP'• �\`� S/01VA�+� A. LYNN MILLER, P.E. FOR GLASS TYPES: TABLE 8: approved ra mu+ptyh:8 +,iib 14e 2) 7116" LAMI (3/16 AN -.090" SGP - 3/16 AN) Florwn t>stdl.,fl Cbrtp PiOA _ Mlµml Dnde Pmduet Cont{ol WINDOW HEIGHT - 1- WINDOW Imo' WIDTH SEE SHEETS 1 & 4 FOR g WINDOW ANCHOR O LOCATIONS AND QUANTITIES. W h U) oa `U 06 rn r h zQ TABLE 9' --- ' r c-' J � W o Q . O .. u CO W W CO 7Z5Q W Q {- Z z W Y 0 a w Z _ t� m ro(n o0 W `Q $ Nw Q "v FRAME 10" MAX --� ASSEMBLY TUBE TABLE 10: acv WINDOW �r7Nn HEIGHT o fL o x i ��N �IWINDOW ADDITIONAL w4 00 n WIDTH ANCHOR ` > o- Y (4j, IF REQ. 0 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR _ +� LOCATIONS AND QUANTITIES. SEE SHEET 111 I I I / 3 FOR ANY ADDITIONAL ANCHORS `�� V LYNN /// REQUIRED FOR THE FRAME ASSEMBLY �� �,rON.... •. • ., 2./fie /� TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR 7Y /% LOCATIONS AND QUANTITIES. SEE SHEET _ No. 58705 _ 3 FOR ANY ADDITIONAL ANCHORS - - REQUIRED FOR THE FRAME ASSEMBLY �311Z I gw f tQ' TUBE. %� U Q STATE Of- ,C(7\ • • • • • • • • • • • • s NOTES: �///IIIlrll, 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, P.E.X58705 Design PrCL essure (psq for Single Windows, All Anchor Groups [� Window Width under LLI Design Pressure (psQ fa W indows Attached to a Horizontal Frame Assembly Tube Desigr Pressure (psQ for W intlows Attached to a Vertical Frame Assembly Tube I I ASSEMBLY { 1 Window Width 23" 25 15!18' 273!4' 30' 33-i/2' 35" 3t' 27-3f4" under 23" +901-130 +80f-130 +9d-130 +90/-13Q +90/-t30 +gd-730 +8d-130 25-15/18" +9p/-130 +9d-130 +9d-130 a90/ -f30 +90/-130 +9d-130 +g01-130 383/8" +90/-1J0 +90%130 +9d-130 *901-13D +90/-130 +9d-130 +901-130 �rn 48" +90/-7J0 +90/-130 +9d-130 +gp/-t30 +901-130 +9d-130 +Bp/ -130 = 50.518" +90/-1J0 +90/-130 +9d-130 +801-130 +80/-130 +9a-130 +8d-130_ Anchor Group 80" +90/-130 +901-130 +9d-130 +901-130 +gp1-130 +9a-130 +9d-130 A 63" +9p/.130 +801-130 +8d-130 +9d-130 +907-130 +9d-130 +901-129.6 C&D 72" +90/-130 +90/•130 +gd-130 +gp/-130 +90/-129.1 +9a-122.5 +801-113.8 +701.90 78" +9p/-130 +9p/-130 +9a-130 +90/-130 +901-124.1 +9d-116.7 +gp/-107.8 «7d-90 E4" +901-130 +90/-130 +9d-130 rgp/-130 +901-116.4 +701-90 +70f-90 LLI Design Pressure (psQ fa W indows Attached to a Horizontal Frame Assembly Tube Desigr Pressure (psQ for W intlows Attached to a Vertical Frame Assembly Tube I I ASSEMBLY { 1 Window Width ADDITIONAL IL�-J{I under 23" 2b15118' 27-3f4" Wlnlbw W idh 33-112" 35" 3T' Anchor Group Anchor Group Anchor Group Anchor Group under 23" Anchor Group 25.15/78" 27-314" Anchor Group 3D" All 33112" All 35" A,C&D 37" B C&D A B Anchor Group under 23" Anchor Group a70/-90 Anchor Group +701-90 Anchor Group +7a-90 Mchor Group +7d-78.5 Anchor Group +701-90 Anchor Group +7a-90 A B C D A C80 B AC&D A 8 C&D A R C&D B A,G&D A 6 C&D under 23" +701-90 +701.90 +7p/-90 +701-90 +701-90 +701-90 +70/-90 +7a-90 +70f-90 +1a-90 «7d-90 ala -90 +TOt-90 +7a-90 +70190 +701-90 +701-90 +701-90 +70f-90 � 2515118" NO/ -90 a701-90 +701-90 +707-90 +7d-90 *701-90 +701-90 +7d-90 +701-90 +7d -9D +7d-90 ala -90 +701-90 +7a-90 +TDI -90 «701-90 a70/-90 a70/ -9u +701-90 x701-•0• 38-318" NOI.9p +7d-71.6 +701-9D +701-90 +701-81 +70690 +701-90 +7a-90 +701.90 ala -90 +701-90 +7a-90 +701-90 +7d-90 +701-90 +701-90 +701-90 +701.90 +701-90 gO1, 48" +70/-731 +/-57.3 a70/-90 +70i-90 +/.8A.8 E+70;-81,2 +707-90 +707-90 +7d-90 a701-90 +701-87.8 +701-90 +7a-90 +701-40 +7a-90 +701-90 +701-90 +701-90 +7d-88.9 +701-90 �_ 50-518" +/_69.3 +/-5d.3 «701-90 +701-90 +1-St.4 +701-90 +70/-90 +7d-90 +701-90 +701-83.2 +701-90 -+7Q'-90 +70L90 aid -90 +701-89.2 +701-90 +TO! -90 +7d-84.3 +701.90 � 80" +1-58.5 +1-45.8 +70f-84.7 a70l-90 +l-51.8 +71 -90+7a -75.9+7d-90 +70/-89.e�+701-70.2 +70f-90 +70180.3 +70/-78.8+7a-90+701.75+701-90 +701-9D +7a-77.2 +701-9083"+7-55.7 +I-43.0 +701-80.7 +7-89.5 1.49.3 +701-90 +7a-72.3 aia•90 +70/-85.3 +/.68.9 +701-90 +701-76.5 «701-74.9 +Td -90 +701-71.6 +701-90 +701-86.5 +t-67.8 +70/-90 Design Pressure (psQ fa W indows Attached to a Horizontal Frame Assembly Tube FRAME HEIGHT I I ASSEMBLY { 1 Window Width ADDITIONAL IL�-J{I under 23" 2b15118' 27-3f4" 30' 33-112" 35" 3T' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Anchor Group Anchor Group Anchor Group All All All All A,C&D A B C&D A B C&D under 23" +7a'-90 a70/-90 +701-90 +701-90 +7a-90 +70'-90 +7d-78.5 .701-90 +701-90 +701-74.3 +7a-90 2575118" +7a•90 +7d-90 +701-90 a70/-90 Nd -90 +701.88.8 +701-90 +70/-90 a70/-84 +701-90 +7 .90 36318' +7a-90 +701-90 +70t-90 +70/-� �7 01,7a-�+7Q/-90 +701-90 701-90 +70/90 +7a-9048" a7d-90 +701-90 +701-�0 +PO.90•Ver-� +ill -90 +01-90 +701-90 +701.90I 50-518' +7d-90 +701-90 +701-90 +7 90 a- +701- +701.90 +701A0 +701-90�-- +7d-90 60" +7a-90 a70f-90 x701-•0• ril49(• a•Q•9Q •+7a -AJ +71/410 +7090 +701-90 +701-90 +7a-90 83" +7a-90 +701-90 V+701-90 +701.90 +701-90 +7a-90 +7a'-90 +701-90 +701-90 +701-90 +701-90 +70'-90 72" +7d-90 +701-90 +70190 +701-90 a7a•90 70'-90 701-90 +701.90 +701-90 *70190 +70'-9076" +70'-90+7d-90 +701.+7190 a -90+7d-90 +70190 +70190 +701-90701.000'-9DB4" +7a-90 +701-90 v0/90 •701-9p •+7a-90 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW FRAME HEIGHT ASSEMBLY { 1 TUBE 10' MAX. ADDITIONAL ANCHOR �i (4), IF RED. I 1 WINDOW WIDTH FOR GLASS TYPES: 3) 7/16" LAMI (3116 HS - .090" SGP - 3116 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS -.090" SGP - 3116" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS -.090" SGP - 3/16" HS) -�- [I WINDOW HEIGHT WINDOW �... WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Design Pressure(psQfor Single Windows, All Anchor Groups (ps9 for Windows Attached too Horizontal Frame Assembly Tube ri Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube TUBE Window Width i0' MAX. Window Width ADDITIONAL m under23' 1 25-15+16' 27-314' 30' 33-112' 35' 1 37' Window Width 30" under 23" +90/-130 +90-130 +90/-130 +901-130 +901-130 +901-130 1 +90/-130 ��der23" up 2515/16' +901-130 +901-130 +90/-130 +90!430 +901-130 +901-130 +901-130 Anchor Group 38-318' +90/-130 +90f-130 +901-130 +901-130 +901-130 +901-130 +901-130 r3, 48" +90-130 +901-130 +901-130 +90!-130 +901-130 +901-130 +90f-130 0 A,C&O 50-618' +901-130 +80/130 +901-130 +901-130 +901-130 +901-130 +g0/-130 ggg 60' +901-130 +90/-130 +001-130 +901-130 +9Di-130 +901-130 +901-130 +701-90 63' +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +701-90 72 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +701-90 76' +80/-130 +801-130 +901-130 +901-130 +901-130 +g0/-130 +90!-130 +70/-90 84' +90-130 +901-130 +90/-130 +901-130 +901-130 +70/-90 +701-90 FOR GLASS TYPES: 3) 7/16" LAMI (3116 HS - .090" SGP - 3116 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS -.090" SGP - 3116" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS -.090" SGP - 3/16" HS) -�- [I WINDOW HEIGHT WINDOW �... WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES' • a s • • a • • • !)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Design Pressure (ps9 for Windows Attached too Horizontal Frame Assembly Tube Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube TUBE i0' MAX. Window Width ADDITIONAL m under 23" .`i 2515118" 25-15!16' 27-314" Window Width 30" 33-1/2"hor 331/2 35" 37" ��der23" up Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AnchorGrote Anchor Group Anchor Group Anchor Group All Anchor Group All Anchor Group B Anchor Group A 8 A IB C D A B C&D 0 A,C&O AV+701-83,2 +70-90 C&D A B C&D B A,C&D A B C&D 25-15I16" order 23" 4701-90 +701-90 +701-90 +701-90 +701-90 +701-90 0701-90r+701-90 +70-90 N0190 +701-84 +70/-90 _- 070-90_+70'-90 38-3/8" +701-90 +701-90 +70/-90 0701-90 +701-90 p 25-15116" +701-90 +701-90 +701-90 +701-90 4701-90 +70/-90 +701-90 +70-90 +701-90 +10-90 +70190 +70'90 +70/-90 +70-90 4701-90 +70!-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70-71.8 +701-90 +701-90 +701-81 +701-90+701-731 +701-90 N0-90 +70190 +70/60 +701-90 +70.90 +701-90 +70-90 +70,'-90 rT0/-90 +701-90 *70/-90 +701-9038-318" +7 - 48" -90 +157.3 +701-90 +70/-90 +1-64.8 +70/-90 +701-90 +70-90 +701- +70-90 +70-90 +701-90 +70-90 +70/-90 +70-90 +701-90 +701-90- _ +701-90 •711.88.9 +70!-go693 +70/-90 +701-90 +7 01-90 +101-90 r/-54.3 +701-90 +701-90 +1-614 +701-90 +70690 +70-g0 +701-40 4701-90 +70'-90 +701-90 +7090 +701892 +70!-90 +70/-90 +70-84.3 +701-90+1-585 +70-90 +70'-90 • +70'-90 +1-45.8 +701-84.7 +701-99 +151.8 N0-81.2 +701-90 . +70-90 +70/-89.6 +70190 +701-80.3 +701-78.6 +70-90 +701.75.2 +70!-90 +701-90 +7d-71.2 +701-90 +/-55.7 +/-43.6 +701-80.7 +70-89.5 +/-49.3 +70.7/3 +70!-90+70'-72.3 +70'-90 +70!85.3 . +701-90 0701-76.5 +701-74.9 +70-90 +701-11.6 +701-90 +701-86.5 +1-87.8 +701-90 NOTES' • a s • • a • • • !)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Design Pressure (ps9 for Windows Attached too Horizontal Frame Assembly Tube _.ASSEMBLY TUBE i0' MAX. Window Width ADDITIONAL ANCHOR .`i (4), IF REQ. I 25-15!16' 27-314"30" 33-1/2"hor ��der23" up Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AnchorGrote Anchor Group All All All All B A. C& D A 8 C& D A B C& D under 23" +70-90 +70-90 +70-90 +70-90 +70/$2.1 +70-90 +70-90 +701-78.5 +701-90 +70/-90 +701-74.3 NO/ -90 25-15I16" +70-90 +70-90 +70-90 +70- WV +Z-90 +701 +7 - +701-90 +701-84 +70/-90 +70/-90 38-3/8" +70-90 +70-90 +7d-90 +10690 ___17 +70'-f0 +W-90 0+7611-900 070/-90 +701-90 +70/-90 +701-90 +70/-90 v 48" +70-90 +10-90 +70-90 +70-9 +7 - -9 +7 f7JI-90 +10/-90 +701-90 +70/-90 +70/-90 T 56518" +70'-90 +70-90 +70-90 +70-90 +70-10 P +W-96 •+7011-909 +70/60 +To/ -90 +101-90- +70r-90 +7or-90 g60" +70-90 +T0-90 +70-90 +7 - - -90 7 �_ !-90 +701-90 +70r-90 +701-90 +701-90 63" 72" +70-90 +70-90 +70.90 +70'-90 +70-90 +70-90 +70-90 +70'-90 +70-90 +70'-90 +70'-90 +70-90 .._._ +70 _ +711-90 +'-90 70/-90 +70-90 +701-90 +701-90 +70!-90 +701-90 +70/-90 +701-90 +7 01-90 +101-90 76" +70-90 +79-90 +70'-90 e7(1'-90 e aide -90 0W-90 4 70-90• +701-94 +70f-90 +70!-90 +701-90 +70.r-90 Bbl" +70-90 +70-90 +70-90 +70'-90 • +70'-90 +70'-9 �- NOTES' • a s • • a • • • !)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. -__-. FRAME _-- 10' MAX11-�- WIDTH SFMBLY BE T-- ._ WINDOW DDITIONAL NCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approval ae compl)iug trllh the Nluridn Voiding Carl, oiidingCarl, Date Igona L , MLrsr! Dude Product Control JJ i By-l�%�^ i IL 2 o Q C0 'U m r Z J N Q r J _ LL O bL~(1 h a � Q _ _ U Y (/J X I - Z L LJ _ ti 0 oCD w Q Q U) h U � oUj �U y w ir'rn ,r m q�u n z X I 0 Z V ro to Q -op o o J z v "will \ pN� I - NN •'�10ENS, '',F•p �� j, No. 56705 STATE OF SS/()NAL F� 0 1111111 A. LYNN MILLER, P.E. P.E.# 58705 WINDOW FRAME HEIGHT _.ASSEMBLY TUBE i0' MAX. ADDITIONAL ANCHOR .`i (4), IF REQ. I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. -__-. FRAME _-- 10' MAX11-�- WIDTH SFMBLY BE T-- ._ WINDOW DDITIONAL NCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approval ae compl)iug trllh the Nluridn Voiding Carl, oiidingCarl, Date Igona L , MLrsr! Dude Product Control JJ i By-l�%�^ i IL 2 o Q C0 'U m r Z J N Q r J _ LL O bL~(1 h a � Q _ _ U Y (/J X I - Z L LJ _ ti 0 oCD w Q Q U) h U � oUj �U y w ir'rn ,r m q�u n z X I 0 Z V ro to Q -op o o J z v "will \ pN� I - NN •'�10ENS, '',F•p �� j, No. 56705 STATE OF SS/()NAL F� 0 1111111 A. LYNN MILLER, P.E. P.E.# 58705 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) T ­­- WINDOW HEIGHT 1_ WINDOW WIDTH SEF SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES FRAME 10. MM. --►� Design Pressure (psf) for Single Windows, All Anchor Groups WINDOW Design Pressure (pst)for Windows Attached to a horizontal Frame Assembly Tube Design Pressure (psi) for Windows Altached to a Vertical FrameAssembly Tube ASSEMBLY Window Wdth TUBE 0' MAX. WINDOW 4- ADDITIONAL under 23" 25.15/t6" 27-314' 1 317 1 33.112" 1 35" 37" WindowWidth under 23' +701-90 +70140 +701-90 70/-90 +701-90 +70/-90 +701-90 25.15116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 30" Anchor Group $8-3/8' +701-00 +70/-90 +70130 +70/50 +701.90 +701-90 +701-90 A 48" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 i 50.518` +70/30 +701-90 +701-90 +701-90 +701.90 +70f-90 +701-90 +70)50 60" +701-90 +70/-90 +701-90 +701-90 +701.90 +701-88.6 +70/.64,6 +701-90P+-701�87S 63" +70/-90 +701.90 +70/-90 +701-90 +701-87.2 +701-84 +70/•79.9 +70/-90 72" +701-90 +701-90 +70/.88.5 +701-81.5 +601-70 +00/-69.4 +601.67.8 +701-90 76" +701-90 +701-90 +7018(5.3 +701-76.7 +601.67.2 +60155.2 +601.53.3 +701-90 84" +701-90 +701-90 +70/-61.3 +601-70 1 +601.61.8 +70/-90 +701-81 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) T ­­- WINDOW HEIGHT 1_ WINDOW WIDTH SEF SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES i�� i • ice• � � • i�� � � NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T - _ FRAME 10. MM. --►� ASSEMBLY TUBE WINDOW Design Pressure (pst)for Windows Attached to a horizontal Frame Assembly Tube Design Pressure (psi) for Windows Altached to a Vertical FrameAssembly Tube ASSEMBLY TUBE 0' MAX. WINDOW 4- ADDITIONAL Window Width ANCHOR ANCHOR (4), IF REQ. WindowWidth 5-15118' 27-314' 30' 33-1/2' 35' 3T under 23' AnchorGroup 25-15!18' Anchor Group Anchor Group --- 27.314' Anchor Group Anchor Group ...___ " All 30" Anchor Group A Anchor Group B 33-172' Anchor Group A 35' Anchor Group 3T Anchor Group under 23' A B C D A B C&D B A,C&D A 6 C80 A B C&D B A,C&O B _ A, C_&D +70)50 under 23' +70/-90 r70/-90 +701-90 +701-90 +70/50 +701-90 +70/-90 +70/-90 +701-90 +701-90P+-701�87S +701-90 +701-90 +70/-90 +707-90 +701-90 +70/-90 +701-90 +701.90 +70/-90 p� 2&15/18' +70/30 +701-90 +701-00 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701.90 6701-V +701-90 +70f-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +70130 38-318' +70/50 +70/-71.6 +70130 +70/-90 +701-81 +701-90 +701-90 +701-90 +701-90 +701-90 +70/30 +701-90 +701-93 +70/-90 +70/-90 +701-90 +70/50 +701-90 +701-90 •+70/-8j.8 40' +70/-73.1 +/57.3 +701-90 +70/-9D +/-64,8 +701-80 +701-90 +70f-90 +701-90 +701-90 0 +70/-90 +701-90 +701-78.6 +701-90 +70/-90 +701-90 +101.88.9 +70/-90 505/8' +159.3 +/-54.3 +701-90 +70/-90 +/-81.4 +70130 +701-90 +701-90 +701-90 +70'50 2 +701-90 +701-90 +70/-74.8 +701-90 +701-89.2 +701-90 +70/-84.3 +70/-90 +701-76.7 83' +/55.7 +1-05.8 +/-03.6 +70/84.7 +70!50,7 +707-90 +70159.5 +151,8 +1-09.3 +70/-01.2 +701-77.3 +70/50 +70150 +701-75.9 +70130 +701-72.3 +701-90 +701-88 62 +701-85.3 +701-90 +70/-90 +701-80.3 +70/-78.5 +1-62.9 +1-59.9 +701-90 +70/87.2 +701-75.2 +70/-71.6 *701.88.6 +70/-&t +701-71.2 +157.8 +701.84.6 +70/-79.9 i�� i • ice• � � • i�� � � NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T - _ FRAME 10. MM. --►� ASSEMBLY TUBE WINDOW Design Pressure (pst)for Windows Attached to a horizontal Frame Assembly Tube WINDOW ASSEMBLY TUBE 0' MAX. WINDOW 4- ADDITIONAL Window Width ANCHOR ANCHOR (4), IF REQ. WINDOW[___ WIDTH 5-15118' 27-314' 30' 33-1/2' 35' 3T 7Anchor Anchor Group --- Anchor Group ___ t -_ All Anchor Group ...___ " All Anchor Group _.._._--- B A,C&D A Anchor Group B ------All C&D A Anchor Group B C&O under 23' +70/-90 +70/-90 +70150 +701-90 +701.82.1 +701-90 +701-90 +70/-78.5 +70/30 +70/-90 +701-74.3 +70/50 25-15116' +701.90 +70/-90 +701.90 +701.90 +70)50 +701-90 +701-80.8 +701.90 +701.90 +701.84 +701.90 +701-90 38-3/8' +701-90 +701-90 +70/50 +70/-90• + +7 -90 +701- +7.0- +10/30 +701-90 +701-90 +701-90 48' +70/-90 +701-90 +701.90 +70/-a0 +70134 +4%90 • 6701-V +71150 +70/-90 +701-90 +701-90 +701-90 +701-90 +70130 +701.90 +70/-90• +701�t} •+7 -90 0/- *70 +70/50 +70f-90 +701-90 +70/30 60" +701-90 +70130 +70/-90 +70f -V)• +V.9: 4*90 •+70/-8j.8 +74'{8.6 +701-88.6 +70/$4.8 +101-84.6 +701-84.6 8 83" +70/-90 +70150 +701-90 +701•90 +70187.2 +701-87.2 +70/-84 +701.84 +101-84 +701-79.9 +701-79.9 +70/-79.9 72' +70130 +70130 +701-88.5 +70/-81.5 +60/-70 +601-70 +60169.4 +801-69.4 +60159.4 +60/67.6 +601.67.6 +60157.6 76' +701-90 +707-90 +701-86.3 +701-76.7 +801.67.2 +60/-67.2 +60/65.2 +601-65.2 +601-65.2 +601-83.3 +60153.3 +60/-63.3 84" +70150 +701-90 +70/51.3 1 j60/40 151.8 0151. • i�� i • ice• � � • i�� � � NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T - _ FRAME 10. MM. --►� ASSEMBLY TUBE WINDOW FRAME HEIGHT WINDOW ASSEMBLY TUBE 0' MAX. WINDOW 4- ADDITIONAL ADDITIONAL ANCHOR ANCHOR (4), IF REQ. WINDOW[___ WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, npprov�d ar ro.:a,lyh:g cr'ttr Ike 6I"r t It C;al t` / � f niTt sV Miyrrl @ln¢e Ii'ndu f CODt"r91 p h y� U) ' d NZ q 00 LU LU e CC 0 6 U) Y LLJ a- Z Z LLI _ ti Lij I< d v w (� iPh Yk J" J 2 [wjro Vl �'O o ^j o 0 111if1j/ ii 1 i P 1tt N0.58705 ' tE OF lid\ //iII IIIA`` A. LYNN MILLER, P.E. FRAME 10. MM. --►� ASSEMBLY TUBE T T WINDOW HEfGHT WINDOW 4- ADDITIONAL �'l WIDTH I- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, npprov�d ar ro.:a,lyh:g cr'ttr Ike 6I"r t It C;al t` / � f niTt sV Miyrrl @ln¢e Ii'ndu f CODt"r91 p h y� U) ' d NZ q 00 LU LU e CC 0 6 U) Y LLJ a- Z Z LLI _ ti Lij I< d v w (� iPh Yk J" J 2 [wjro Vl �'O o ^j o 0 111if1j/ ii 1 i P 1tt N0.58705 ' tE OF lid\ //iII IIIA`` A. LYNN MILLER, P.E. FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - MID" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN -.090" SGP - 3/16" AN) WINDOW HEIGHT SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES De34n Pressure (pso for Single Windows, All Anchor Groups (pso for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT Desigi Pressure (psp for Windows Attached to a Vertical Frame Assembly Tube TUBE Window Width Wlndow Width ADDITIONAL under23' 25-1&16 27-3f4' 30' 33.112' 35' 37' 30" under 23" +901.130 +901-130 +90f-130 +901-130 +901-130 +90-130 +90/-130 25-15/16' +901.130 +901-130 +901-130 +90/-130 +90/-130 +90-130 +90/-130 38-3/8' +90/-130 +901-130 *901.130 +901-130 +90/-130 +90-130 _+90/-130 o, 48' +90/-130 +901-130 +901-130 +901.130 +901-130 +91-130 +90/-130 = 50-518' +9p/-730 +901-130 +90/-130 +901-130 +90f-130 +90%130 +901-130 Anchor Group 60' +901-130 +901-130 +907430 +90/-130 +90/-130 +90/-730 +901-130 C 63' +901-130 +901-130 +90/-130 +80/-130 +90/-130 +g0/-130 +90/-130 C&D 72' +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-724,6 +901-175.7 Y und-er_2._3-70/-90--+_.70_/-9_D 2515716" +70_ 76' +901-730 +901-130 +90/-130 +901-130 +90(426.2 *90-718.7 +801-109.8 +70!-90 +701-90 Sri' +901-130 +901-130 +901-130 +g0/-130 +901-118.4 +701.90 +701-90 +701-90 701-90 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - MID" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN -.090" SGP - 3/16" AN) WINDOW HEIGHT SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • WINDOW Design Pressure (pso for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT Desigi Pressure (psp for Windows Attached to a Vertical Frame Assembly Tube TUBE 10' MAX. Wlndow Width ADDITIONAL ANCHOR under23" 26-15116'j+701-90 WINDOW WIDTH 30" 33-112' Window Width 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group under 23" 25-15/16" 27-3!4" All 30" All 331!2" A,C&D 35" B C & D 37" 8 C&D under 23" Anchor Group 70!90 Mchor Group +701-82.1 Anchor Group +70/-90 Anchor Group +701-90 Anchor Group +701-74.3 Anchor Group Anchor Group +70f-90 +701-90 +701-90 701-90 +701-90 +701.90 A 1 B C D A 8 C&D B A,C&D A B C&D A 8 C&D B A,C&D A B C&D Y und-er_2._3-70/-90--+_.70_/-9_D 2515716" +70_ -. _+701-90 _-_+70/-90 . -.+.701-90 +76/-.9 i701-90 +701-90 +70/-90 +701--90 +70/90 +70/-90 +701-90 +701-90 +70/-90 +70.90 +70-90 +70!-90 +701-90 70-90 +70-90 +70f-90 +701-90 _-70-90 +70-90 +70-1-90 +701-90 +70-90 +70 -90 +701-90 +70/-90 +701.90 +701-90 +701-90 701-90 +70190 +701-90 +770011--990 +0 38-318" +701-90 +70-71.6 +701-90 +701-90 +701-61 +701.90 +701-90 +701-90 +70'•90 +701-90 +70'-90 +701-90 +70-90 +701-90 +70-90 +701-90 +701-90 +701-90 +701-90 +701-90 r6 48" +701.73.1 +/-57.3 +701-90 +701-90 +1.84.8 +701-90 +701-90 1701-90 1701-90 +701-90 +701-87.8 +701-90 +70'•90 +701.90 +70-90 +701-90 +70f-90 +70/-90 +70-88.9 +701-90 50-5/8" +1.69.3 +1-64.3 +701-90 x701-90 +1$1.4 +701-90 +701-90 +701-90 +70-90 1701-90 +701-83.2 +701-90 +70'-90 +701-90 +70'-90 1707-89.2 +701-90 +701-90 +70-84.3 +701-90 60" +i-58.5 +/-45.8 +701-841 +701-90 +/-51.8 +70-81.2 +701-90 +70-75.9 +70 -90 +701-89.6 +701-70.2 +701-90 +701-80.3 +-786 701 +70-90 +701-752 +701-90 +701-90 +70-71.2 +70f-90 63" +1.55.7 +/-43.6 +70-80.7 +70x8 +1-49.3 +70-77.3 +701-90 +70-72.3 +7Q'-90 +701.85.3 +1-66,9 +701-90 +701-76.5 +701-74.9 +70-90 +701.71.6 +701-90 +701.88.5 +/-67.8 +701-90 NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • WINDOW Design Pressure (pso for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ASSEMBLY TUBE 10' MAX. Wlndow Width ADDITIONAL ANCHOR under23" 26-15116'j+701-90 WINDOW WIDTH 30" 33-112' 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All B A,C&D A B C & D A 8 C&D under 23" +701-90 70!90 +70/ 90 +701-82.1 +70-90 +70/-90 +70-78.5 +701-90 +701-90 +701-74.3 +70-90 25-15116' 38.378' +70f-90 +701-90 +701-90 701-90 +701-90 +701.90 +701-90 +701_ +70690 +70.00 +701-9e +70- + a W-911 + •+_7_+701-90 •+706,90 • +7 - •70/-90 +420 +701-90 +701-90 +70/-84 +70f-90 +701-90 +70/-90 +701-90 +70/-90 +70-90 +70.90 +7090 �-! _48" 50-518' +701-90 +70/-90 +701.90 +7069y V�-OD &W-90 +70,90• 671190 *70/-90 +701-90 +701-90 +70-90 60' +701.90 +701.90 +701-90 +70f-90 +70-90 +70-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70-90 63" +701-90 +701-90 +701.90 +70/-90 +701-90 +70-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 72' +701-90 +701-90 +701-90 +70/-90 +70.90 +70-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 76" +70/-90 +701-90 1 +701-90 •+70190 •+70-90 +70-9% 0+70f-900 +70(.60 +701-90 +701-90 +701-90 N9-90 84" +701-90 +70/-90 +70/-90 *+"90 • +70-90 0 4701-95 • • • • • NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX -+-� I� ASSEMBLY TUBE WINDOW HEIGHT WINDOW -ADDITIONAL -1 WIDTH r-- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, 111provcd na Compl7i':8 wllh Ids i larilha 9uldlnp"P )1 Dft OIUAN ll c�.�., h11s1 a�l�Dpdcon; R A. d IT N N � a � O Lij IT J IL I¢ "0 O LU WQ O LIJ _d W U z _ W a z Z 2 ti a� v 0 w(n cn "C) rxi U 00 0 ' >aY n o F _ � U LYNN d47�1 �r No. 58705 - STAIEOF off'•., FCORIO!".' CjN %' SS/ONAL A. LYNN MILLER, P.E. P.E.t! 58705 WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4), IF REQ. �^i WINDOW WIDTH I SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX -+-� I� ASSEMBLY TUBE WINDOW HEIGHT WINDOW -ADDITIONAL -1 WIDTH r-- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, 111provcd na Compl7i':8 wllh Ids i larilha 9uldlnp"P )1 Dft OIUAN ll c�.�., h11s1 a�l�Dpdcon; R A. d IT N N � a � O Lij IT J IL I¢ "0 O LU WQ O LIJ _d W U z _ W a z Z 2 ti a� v 0 w(n cn "C) rxi U 00 0 ' >aY n o F _ � U LYNN d47�1 �r No. 58705 - STAIEOF off'•., FCORIO!".' CjN %' SS/ONAL A. LYNN MILLER, P.E. P.E.t! 58705 TAR' F - Item Dwg, # Description _ Material 1 7002 Main Frame Head, Sill & Jamb 6083-T6 Alum. 2 7071 Anchor Plate 6063-T6Alum. 3 7003 Sash To , Bottom &Side Rail 6083-T6 Alum. 4 7008 Frame Corner Key._ Steel _ 5 7009 Sash Corner Key Steel 6 7078 1 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip.187"x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel t 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 O erator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 [Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 1 7033 10perator Track & Slider (Dual Arm) Steel 22 1 7023 lEgress Hinge(Heavy Duty), Manuf. by Truth Steel 23 1 7050 IEgress Hinge/Washable (HD), Manuf, b Truth Steel 24 1 ISnubber, Anti -blowout Clip Steel 31 Dura SealSpacer Steel 32 1 1713 ISetting Block 5/32"x3/16"x1-1/4" EPDM 33 1 1714[Setting Block 5/32" x 7/16!'x 1-1/4" EPDM 35 7036 1 Lam[ Bead 6 6063-T6 Alum. 36 7042 1 Lami Bead C 6063-T6 Alum. 37 7059 Lami Bead 0 6063-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Backbedding W 7006 Screen Frame _ 316--4 Alum. 61 7040 Screen Corner Key Polypropolene 62 63 1635 Screen Cloth Screens line Fiberglass EM. PVC 64 1 320 IScreen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 1 Frame Assy Tube 6063-76 Alum. 80 #8-32 x 1/2" Ph. Pn. Mach, Scr TYPE B Stainless Steel 81 1157 IN8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS • a Ie S el 84 #8x 1" Fl. Ph. TEK a StainlessCNei 85 #8 x 1" Quad Pn SMS S rile S el #8 X 1-1/2" Quad Pn SMS blitainiesegliael Z_ #10 x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24x9/16" Ph, Pn. TYPE F Stainless Steel 90 #12x 1" Ph. Pn. TEK as Stalnless;I I • ASSEMBLY DETAILS 4LL DETAILS SHOWN FROM THE INTERIOR s T { l� SASH_ '•.�r-.n�rr-an ••• • • • • YNN • • = No. 58705 • s • • • • � o •, STATE OF • • • • S'S/ONA� • • •• • • • • • A. LYNA ALLER, P.E. P P » 272705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 062" _ a NOM. 4 .434" 2.919' .4391 .062' NOM. ti r 1.159" 2.784" ---+—; -Z 2.139' C�1 FRAME HEAD, SILL & JAMB 47002, 6063-T6 11.356" �J �- jr -4� .095" J 2 C_� ANCHOR PLATE #7071, 6063-T6 .050" .8665" 1 1 C35J BEAD B #7036,6063-T6 _►) �+— .172" .569" C3 BEAD D #7059,6063-T6 SASH TOP, (3)BOTTOM& SIDE #7003, 61 .040" .423' _ FIXED 60 SCREEN FRAME #7006, 6063-T6 .523" .050" _--► I��_'GF�- .865" I� LI C1 BEAD C 6/ #7042, 601 Revs,on. Revrs,on. Descripii— BOM AND CORNER VIEWS wl 1.124" �--- .125" 2.701" .062" .093" - 11 C7� FRAME ASSEMBLY TUBE #7004,6063-T6 2.203" J,.�a l 093" .093" 7O ADDON FLANGE 700 #134, 6063-T6 �DP�'nved as romplylag r-:Uh the Florid. ]Wdlnq Cog, r Mjaw! adz haluet Cgy�trol Dr} J ROSOWSKI 1070 TECHNOLOGY DRIVE Title; Dote: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08117_ P.O. BOX 1529 NOKOMIS, FL 34274 Series/lAodel: Scole: Sheet: orowiny Nn. Rev: CERT. OF AUTH. #29296 CA -740 NTS 10 OF 10 MD-CA740-LM MIAMI•QADE U DEPARTMENT OF REGULA BOARD AND CODE ADMINI CITY MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION OURCES (RE 805 SSV 26 Street, Room 208 T(786) 315-2590 F(786)315-2599 �1W W�-S) 4-6,2� 2014 wywu,miamid ade.gav/ecanon) � This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. MD -720420, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise . 6• noted herein. • • 6666 REVISION of this NOA shall be considered after a renewal application has been tiled a; d there jf�•been 600606 no change in the applicable building code negatively affecting the performance of thisitPAPet. ..;. ....:. TERMINATION of this NOA will occur after the expiration date or if there has beat a tevisiou ot•change •.+.: in the materials, use, and/or manufacture of the product or process. Misuse of this V"Aly an eutlWeanent of any product, for sales, advertising or any other purposes shall automatically tertnilitdl'e•this NOA Tailure • ��••• to comply with any section of this NOA shall be cause for termination and removal oil "A. : • 0 • • • ADVERTISEMENT: The NOA number preceded by the words Miami—Dadea cotataty, Floriia, and • followed by the expiration date may be displayed in advertising literature. If airy:portic+n of ttp.VgA is • 6000•' displayed, then it shall be done in its entirety. • • 6 : 6 0 0 0: INSPECTION: A copy of this entire NOA shall be provided to the user by the tnanufaclyri•or its • distributors and shall be available for inspection at the job site at the request of the Building Official. id consists of this page 1 and evidence pages E—1 The submitted documentation was reviewed by Jaime D. Gascon, P. E. m, ..� � 91 '�•}'dpb�r�a.i4�i �"*ilii y, ,. tr ati�iu.k� S,� QMMIAMIMADE COUN I 44 _ PGT Industries NOTICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBG, 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 FTI -3835 and FTI -3850, dated'07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Subfniffed under previous NOA No. 03-1105.01) C. CALCULATIONS 00•. i • • • 0000 ....Y. 1. Anchor verification calculations and structural analysis, comp1XVg *.witli FB"010, prepared by manufacture, dated 04/29/13, signed and sealed 4)�' :4Athony, Miller,* • • • • • P. E. 000000 0000•. 2. Glazing complies with ASTM E1300-09 "" "" • 0000 0000 0000. D. QUALITY ASSURANCE ` 0000 0000 0000.. 1. Miami -Dade Department of Regulatory and Economic ResourcesR), '. 0000.. 0....• • .. 0000 1 f" Jaime D. Gasco , P. E. Product CoutroI Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., lite. for their "DuPont ButaciteR 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 SentryGlasOO 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 F13C-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. FTL-7212, 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. Gw�QQn, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3$35 ajad FTM3850, datod • • • • 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. :000 (Submitted under previous NOA No. 03-1105.07)• • • • • • • • • • G.. G. • • •••• Goes • • G. OTHERS • ' 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industria,* €e* their-Sgrics "PW •: • • 701 Aluminum Fixed Window - L.M.1." approved on 02>/42ft2 and tYAring circ":' 02/19/14. """ G . . . . . ...... ..G... sees :090 0 0 09*0 Jaime D. Gascon, 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 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE 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 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1Y2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. A 48" TIP -TD -TIP WIDTH - 47" BUCK WIDTH _ 44-1/4" VISIBLE LIGHT WIDTH --i ► B, SHEET 6� 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, GUIDE TO SHEETS: 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 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-3835, 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDB FOR WOOD CONSTRUCTION - (2005) AND ADM ALUMINUM DESIGN MANUAL - (2005). 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. +- B w{ SHEET6 GENERAL NOTES ........................ 1 ELEVATIONS ........................... __ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 U INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ........... .._ 10 PARTS LIST ................................... 10 A EET6 BUCK SHE1ET7 tHEIGHT 1 } 92-1/4' VISIBLE 12" MAX. LIGHT O.C. HEIGHT TIP -TO TIP 6' MAX. FIGURE 1: 12' O.C. MAX. 12' O.C. / MAX1. / 6' MAX. DESIGS URE TING NG VARIES, IES, MALL RATED FOR LARGE &SMALL --MISSILE OR LARGCT ERES! SH ERATISIS 48'BUCK WIDTH L_45-1/4" CK WIDTH - 45-1/4" VISIBLE VISIBLE LIGHT WIDTH WIDTH 6'MAX. HEET82"MAX' O, SHEET7� HEET9 j96" - -- C E. SHEET 8 I E, SHEET 8 SHEET? G, SHEET9 G, HEET9 BUCK r HEIGHT j - I 93-1/4" 93-1/4" VISIBLE LIGHT VISIBLE 6" MAX. I / HEIGHT LIGHT O.C. i / / HEIGHT _ 96' BUCK HEIGHT , I 12' MAX. O.C. _ �F, SHEET 8 L-.. -D _-"-_ H, SHEET t - SHEET 7 2' MAX' 5' MAX. O,C, TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNITI TESTED UNIT SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESfON PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. F•- --WIDTH-----'-i I-- WIDTH --{ (—WIDTH -^I i - WIDTH �I s WIDTH --'-I IF WIDTH WIDTH WIDTH --j u_;l/ i 0�, WIDTHS WIDTH (— WIDTH WIDTH ---- — — r - - — r—- wi I i w • • • • • • • 0:* •• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • N > a 0 CEI n M N h a a oO Y � a gay 7 N O J N J p Z 8 Z LL. (o J -G p U W 2m (5 X 00 F w m O `r rn O O o o> .0 .- Z LL. Z I- J y W o � J W � � fn a2S 1ea45 Z F O O Z Q 0 Z_ Z a}ooS O ti, w � W Z a a X alyB uJ rosaQ sauas 11,1 \ I `off VYNN41/1�F'i 'moo NSE 'p ' No. 58705 n typ Uj • STA1� � J /!/ill lily A. LYNN MILLER. P.E. PE.N 58705 7/16" LAMINATED GLASS STACK 09( 3/16'ANNEALED GLASS \{• 3 USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8'0.C, MAX. 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: EXTERIOR a PVB INTERLAYER 6" HEAT STRENGTHENED GLASS "O" GLASS BITE I-+- --- LONG SIDE - _ `\ SHORT SIDE Window Design Pressure (+/-, psf) for Giass Type 3 LONG 5/8" y/ USED AT CURVED GLASS BITE Long_ Side (in) FRAME MEMBERS ONLY SHORT 11-716" O.C. MAX. EXTERIa 67-718 72 78 60___T_64____ 88 92 96 100 104 109-112 30 +IAO +1-80 +1-80 1 -180 +1410 +/-80 +1.83 +s8p +1-80 +1-80 +/.80 32 +1-80 +1-80 +1-80 +/410 +1410 +1-80 +1-80 +/-80 +I -EO +1-80 +1.80 34 +1-80 +/.80 +1-80 +1-80 +180 +180 +/-80 +1410 +/-83 +1-80 +1-80 36 +1-80 H -g0 +/-80 +1-80 +180 +1.60 +1-80 480 1 +1-80 +/-80 +1-80 38 +1-80 +/-80 +1-80 +1-80 +180 +1-80 +/-80 +1-80 +/-79.4 +)-76.4 1 +1-74.3 40 +IAO +1410 +1-80 +1.80 +180 +/-80 +/-80 +/-76.7 +1-73.5 +1-70.9 +1-69 42 +1-80 -1-80 +1-80 +/-80 +180 +1-80 +1-77 +/_73.1 +1169,6 +1.68.9 1 +/-65.2 !. 44 +/-80 +1-60 +1-80 +1-80 +180 1 +/-77.8 +674.1 +I-70.3 +187.5 +/-63.9 48 +1-80 +/-80 +1.80 +1-80 +/-79.2 +1.75.4 +/-71.7 +/-68.1 +165.1 48 480 +IAO +1-80 +IAO +147.2 +1-73.3 +/-69.5 +/-65.6 05 50 +/-80 +1-80 +IAO +/.79.4 +1.75.3 +1-71.3 +1-67.5 52 +/-80 +/-80 +1-80 +/-77.7 +1-73.5 +1-69.5 In 54 +1410 +1.80 +1.79.8 +1.76 +/-71.B 56 +1410 +1.80 +/-77.5 +1-73.8 58 +/-80 +1-79.4 +/-75.4 60 +1•00 +1-77.6 +1-73.5 62 +IAO • • • 84 +/-78.8 _+1-75.8 +1-74 -- • • • • • • • 66 +/-77.2 • • • • • • • " • • • 87-718 +i-74.9 • • EXTERIOR a PVB INTERLAYER 6" HEAT STRENGTHENED GLASS �--� LONG SIDE +� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 9� 1-1116' NOM. _ 711 6- LAMINATED GLASS STACK - GLASS STACK .. 3/16" HEAT SHORT _ 3116' TEMPERED GLASS --T I\ j -k.-{' STRENGTHENED GLASS SIDE 7/16*29 "O" GLASS BITE I-+- --- LONG SIDE - _ `\ SHORT SIDE �--� LONG SIDE +� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 9� 1-1116' NOM. _ 711 6- LAMINATED GLASS STACK - GLASS STACK .. 3/16" HEAT SHORT _ 3116' TEMPERED GLASS --T I\ j -k.-{' STRENGTHENED GLASS SIDE 7/16*29 -7- }I " INTERLAYER LONG 5/8" y/ USED AT CURVED GLASS BITE FRAME MEMBERS ONLY SHORT 11-716" O.C. MAX. EXTERIa NOTES: 1) BUCK 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 OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ... . .. . . ... . . .. . .......... . .. .... ... ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • GLASS TYPE 3 ---- 3/16' ANNEALED GLASS .090' PVB -7- }I " INTERLAYER LONG 5/8" y/ SIDE GLASS BITE (3 SHORT SIDE PRODUCTRENEWEO as wmptying wi6rIII. PlurW Auitding Code2. Acceptance No Bogvelim Dak By- Mimi Y Miami Dade Product C tmT- - N m Y > p v O� o (9 N t` m O M A - o 0 J o) O r - N coo JAl°�6 a LL[ u UC) 0 F Z 00 0 lA w 0 0/AO �> 00 O O o z a z v/ 4 w O J Q N Q f z w Iaa4S ® n 2 u bi u) Z zLU W z o o w W W (n X w n6 lL � a0/t °sa0 s uag 11llllil/1//I \�\`\',o LYNN � J� ' A.tGENSR •.:,P No.58705 _ -0, STAVE OF ' S��olNAl A. LYNN MILLER, P.E. P.E.# 58705 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. 1-1/16" NOM. TABLE DIMENSIONS MAY BE T 7116' LAMINATED GLASS STACK ORIENTED VERTICALLY OR 7116' LAMINATED GLASS STACK - GLASS STACK HORIZONTALLY AS SHOWN. LONG • -3116" HEAT STRENGTHENED GLASS SIDE -.090" PVB INTERLAYER 3/16" TEMPERED GLASS l _3/16"HEAT _3I76"HEAT STRENGTHENED GLASS I�� — LONG SIDE 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16' AIRSPACE _,,090' PVB INTERLAYER �I- 11 1 USED AT CURVED 4 t i USED AT CURVED SHORT SHORT FRAME MEMBERS ONLY 29 518' FRAME MEMBERS ONLY 29 - 5/8" 1__-._ SIDE _ @ 11-7/6'0,C. MAX. - GLASS SITE @ 11-718' O.C. MAX. O GLASS BITE EXTERIOR N X (n ney EXTERIORZTT 0 �-'+— LONG SIDE20 Window Design Pressure (+/", pso for Glass Types 2 & 4 71 s o0 13 W O M v 0 67-7/8 72 76 80 84 88 92 96 100 Long Side (In)_ 104 109-112 112 116 120 124 128 __ 132 136 140 144 30 *1-80 180 +1.80 +/-80 +IAO H-80 +180 +1-80 +/-80 +/80 +1-80 +1.80 +1.80 +1-80 +1-80 +/-80 - - +/-80 +1.80 +/-80 +L80 1°a45 32 +/-80 +/-BO +1.80 +1-80 +1-80 +f-80 +1 80 ---+I.00 +/.80 +IAO +I-80 +l-80 +/-80 +/-80 - +/-80 --d-80 +L80 _ +/-80 +/80 +1-80 • 34 +1.80- +1-80 -- +/-80 +/-Bo +f-80 +/-80 +1-80 +l-80 _ +/A0 +1-80 +1-80 +l-80 +/AO +1-80 •• +/-80-- +/.80 • 36 +1-80 +/-80 +/-80 +1-60 +1-00 +1-80 +1.80 +1-80 +/-80 H-80 +/-80 +1.80 1-80 H-80 +f-80 +-1-80 38 40 -_------- 42 +/-80 +1.80 --+IAO +/.80 +/-80 +1-60 +1-80 +/-80 *(-80 +1-80 +/-80 1-80 +/-80 +/-80 N-80 +1.80 +1-80 1-80 +/.80 +/-80 +1-80 +1.80 +1-80 +1-80 +1-80 +f-80 +/-80 +1-80 +I-80 +1-80 +i-80 +/-80 --- - - +I.80 +/-80 +1-60 -- +1-80 +1-80 44 +1-80 +/-80 +I-80 +/-80 H-80 +1-80 +/-80 +1-80 +/-80 +/.80 • •• • • ••• • • - 46 +1-80 +/-80 +1.80 +/AO +/-80 +1-80 +1-80 +/-80 +/-80 • •• • • • • • • • 48 H-80 +1-80 +t-80 +IAO +/-80 +1-80 +/-80 +/-80 50 +1-80 +/-80 +1.80 +1-80 +/ 80 +1-80 +/-80 e g 52 +/-80 +/-80 +1-80 +1-80 +1-8 +/-79.1 N 54 +/ -80 +1 -BO +/-80 +1-80 N -78., 8 56 +1-80 +/-80 +/-80 _ +I-79.1 58 +1.80 +/-80 +1-80 - - - _ 60 +1.80 +/-80 +1-79.3 62 +/-80 +/-80 64+1-80 +1-80 66 +1-80 67-718 +1-80 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. 1-1/16" NOM. TABLE DIMENSIONS MAY BE T 7116' LAMINATED GLASS STACK ORIENTED VERTICALLY OR 7116' LAMINATED GLASS STACK - GLASS STACK HORIZONTALLY AS SHOWN. LONG • -3116" HEAT STRENGTHENED GLASS SIDE -.090" PVB INTERLAYER 3/16" TEMPERED GLASS l _3/16"HEAT _3I76"HEAT STRENGTHENED GLASS I�� — LONG SIDE 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16' AIRSPACE _,,090' PVB INTERLAYER �I- 11 1 USED AT CURVED 4 t i USED AT CURVED SHORT SHORT FRAME MEMBERS ONLY 29 518' FRAME MEMBERS ONLY 29 - 5/8" 1__-._ SIDE _ @ 11-7/6'0,C. MAX. - GLASS SITE @ 11-718' O.C. MAX. O GLASS BITE EXTERIOR N X (n ney EXTERIORZTT 0 �-'+— LONG SIDE20 } 't 71 s o0 13 W O M v 0 o 13 ----_-----.. 'fg N h GLASS TYPE 2 u L) X SQ d 0 GLASS TYPE 4 SHORT LONG (D O • • • • • • • • • • • • SIDE SIDE Q U) O Z z LU 1°a45 0' � n U) K Z 6 °IO°S • •• • • • • ••• • 1, W w X w a 6 - LL 0 altl '�se4 Sauas •• ••• •• • • • •• SHORT I _ SIDE ' ••• • •• • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 5 N X (n ney 0 } 't 71 s o0 00 W O M v 0 o J m O J m J CD CD W Z 'fg N h Z LL N LL u L) X SQ d 0 H z m p co (D O 10 smo 11ut1 n> Op o �z az 0 N Q U) O Z z LU 1°a45 0' � n U) K Z 6 °IO°S Z z NN K 1, W w X w a 6 - LL 0 altl '�se4 Sauas �1l �YNN4, 1<���•' y'C No. 58705 Gl- %'A sT/nar_�DF A. LYNN MILLER, P.E. - _ P.E.# 58705 j TABLE 5: 7/16" LAMINATED GLASS STACK SG WTERLAYER r -3/16" ANNEALED GLASS 3116" ANNEALED Window Design Pressure (+/-, psf)forGlass Type 5 K v 4 C} ii at°a USED AT CURVED-- GLASS BITE -----� Lmg Side (in) FRAME MEMBERS ONLY 29 J 5/g^ 67-7/8 72 @ 11-7/8" O.C. MAX. 80 84 _ 67 716 -72-F-76 _ 80 84 88 92 96 100 1 104 109-112 +901-118.1 30 _-_3_-_# 32 +901-125.4 +901-120 +901.115.5 a9W-111.5 +90/-108.5 _..+ _ 01- --_ 901-118.9 9l1'�110.6 901-105.3 +9W-701.6 +901-98.7 +901-108 +401-95.7 +901-104.5 +90/-103.5 +9W-1025 +901-100.7 +90'-97.9 +901-92.3 +901-90.6 +901-90.3 +/-89.9 +1.89 GLASS TYPE 5 34 +901-108.9 +901-103 +901-98.8 +9W-95.1 +901-91.8 +/-88.2 +/-84.4 +1-81.5 a1-80.1 +/-79.8 +1-79.4 +901-90.5 38 +901-102.6 +9007.1 +901-928 +/-88.9 +/-85.5 +/-82.6 +1-79.7 +1-77.2 +/-75.1 +1-73.4 +1-72.2 ❑ 38 +901-98.4 +gW_92.2 +1-86.7 +1-83.2 +/-80.7 +/-78.1 +1-75.2 +/-725 +/-70.3 +1-68.5 +1-66.3 +901-106.9 +9W-99.6 40 +901-94.6 +/-88.2 +/-82.6 a1-79.8 +1-77.2 +1-74.3 1-71.3 +/-67.9 +185.1 +1-63.4 +1.61.6 +1.87.4 +/8d 42 +901-91.3 +1-84.7 +/80.7 +f-77.4 H-74.3 +1.71.3 +/-68.2 +/-64.7 +181.6 +7-59.0 +1-58.2 +144.1 44 +/-883 +/-82.4 +1-78.9 +145.4 +1-72.1 +1-68.9 +1-658 +1-622 +/59.7 +).57.5 +/.68-1 - 46 +1825.4 .6 +1-89.8 +1-772 +1.73.6 +1-70.1 +/-66.8 +1-63.5 +/-60..3 +1577 a 48 50 -7.3 +/-75.6 a/-71.9 +1.68.3 +/-64.9 +1-61.5 +/-5827 - 52 50 +1-80.4 +1-77.5 +1.74.1 1 +/-70-3 +/-8(.7 11£3.1 +1-59.7 m 54 +/.87.5 +/-83.4 -2 5? +1.79.1 +1-75.6 + 1.72.4 +/-68.8 +1.65.1 +/-61.5 56 +,_858 H-61 4 +1-77.5 -- a1-73-8 0 54 +1-77.4 +/-73.8 +/-70-5 +1.67.3 +/-63.5 58 +1.83,8 H-79.4 +/-75.4 56 58 +1-75-8 +1-74.2 a1-72 70.3 +/-686 *I 88.8 +1-65.3 +/.621 +I -T7.6 +/.73.5 - 60 +1-727 0-687 N-65 • 62 +1.71.2 - _+/-67.1 - - 66 --_ •1-69.7 +1-65.5 88 • • • 67-718 +/-74.9 • • • 67-718 +/-67 • 7/16" LAMINATED GLASS STACK SG WTERLAYER 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. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: r -3/16" ANNEALED GLASS 3116" ANNEALED GLASS -� K v 4 C} ii at°a USED AT CURVED-- GLASS BITE -----� FRAME MEMBERS ONLY 29 J 5/g^ 67-7/8 72 @ 11-7/8" O.C. MAX. 80 84 88 GLASS BITE LONG SIDE - 1-3 EXTERIOR `n 109-112 _ SHORT SIDE 30 +901-130 +901-130 +99-130 +90/-126 +90/-122.6 +901-119 8 +901-118.1 +901-117 +9W-115.8 +901-112.7 +4W-109.9 - 32 _ GLASS TYPE 5 +90'di4.8 +90f-171.5 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. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: +-- LONG SIDE --+-I SHORT SIDE ii�v TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, 1-1/16" NOM. GLASS STACK 7/16" LAMINATED _ - GLASS STACK SHORT - r �{� __� I� 3/16" TEMPERED CLASS � I I GI.( 316" ANNEALED GLASS SIDE ���fff1•• Y,t L-- 3/16"ANNEALED GLASS 7116" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 29 @ 11-718" O.C. MAX. 1-3 EXTERIOR 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. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINOOV f. DO NQT4)V WITH FI%F%9AMEIbWINDOW5h • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 0 • 0 0 0 • 000 0 0 GLASS TYPE 7 --.090" SG INTERLAYER r -...-.__ Window Design Pressure (+/., psf)forGlass Type 7 o K v LONG > G N N at°a Lmg Side (n) GLASS BITE O O) O N t` J 67-7/8 72 78 80 84 88 92 96 --- 100 104 109-112 �nla 30 +901-130 +901-130 +99-130 +90/-126 +90/-122.6 +901-119 8 +901-118.1 +901-117 +9W-115.8 +901-112.7 +4W-109.9 - 32 _ +901.130 +90'-125.1 +901-118.9 +90'di4.8 +90f-171.5 +901-148.1 +901-104.3 +901.102.4 +901-102 +901-10/.4 +90'-99-7 W 34 +901-123.1 +40'-116.4 +901-111.7 +99-107.5 +90/-103.8 +901-99.7 +901-95.3 +901-92.1 +901-90.5 +1.90 +/-69.8 36 +901-116 +901-109-8 +90/-104.8 +9W-100.5 +901-96,6 +901-93.3 +/-90 +/-87.3 +184.9 +/-82.3 +1-81.2 ❑ 38 +901-111.2 +9W-104.2 +901-97.9 +901-94 +901-91.1 +1.88.2 +/-84.9 +1.81.9 H-79.4 +1-76.4 +1-74.3 40 +901-106.9 +9W-99.6 +901-93.4 +9W-90.1 +/-87.2 +/-84 +f-60.5 +1-76.7 +/-73.5 +I-70.9 - +159 42 .901-103.2 +9W-95.7 +gp/-91,2 +1.87.4 +/8d +1-80.6 +/-77 +/-73.1 +189.6 N-BB_9� +/-65.2 - 44 +901-99.7 +9W-93.1 +1-89.1 +/-85.2 +1-81.4 +1-77.8 +144.1 +/-70.3 +187.5 +1.63.9 - 46 +901-96.5 +0-91.3 +/-87.2 +/-03.2 +1.79.2 +1-75.4 +/-71.7 +/.68-1 +185.1 48 +901-93.5 a1-89.6 +1-859- *I-81.2 +1-772 +/-73.3 +/-89.5 +/-858 -- w Y 50 +901-91.4 +I-87.6 +1-83.7 +1-79.4 +1-75.3 +1.71.3 t/8T.5 -------- g 52 +1-89.4 +1.85.5 +1-81.8 +1-71.7 +1-73.5 +1-69.5 m 54 +/.87.5 +/-83.4 +1-79.6 +1-76 56 +,_858 H-61 4 +1-77.5 -- a1-73-8 58 +1.83,8 H-79.4 +/-75.4 60 +/.621 +I -T7.6 +/.73.5 62 -64 +/-80.4 +1-75.8 • - +1-78.8 +1-74 - - 66 +1-772 • • • 67-718 +/-74.9 • • • • • • • • +-- LONG SIDE --+-I SHORT SIDE ii�v TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, 1-1/16" NOM. GLASS STACK 7/16" LAMINATED _ - GLASS STACK SHORT - r �{� __� I� 3/16" TEMPERED CLASS � I I GI.( 316" ANNEALED GLASS SIDE ���fff1•• Y,t L-- 3/16"ANNEALED GLASS 7116" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 29 @ 11-718" O.C. MAX. 1-3 EXTERIOR 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. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINOOV f. DO NQT4)V WITH FI%F%9AMEIbWINDOW5h • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 0 • 0 0 0 • 000 0 0 GLASS TYPE 7 --.090" SG INTERLAYER r -...-.__ ns8 o K v LONG > G N N at°a SIDE GLASS BITE O O) O N t` J ,{g j SHORT - SIDE O jW r Y ns8 o K v O (/) > G N N at°a c.4 !n z O O) O N t` J ,{g U V Xui o W n LU E on O O �nla LD > 06 o oz az rn O m Uy gLU Q F- LL O V W tas45 � Z ❑ W O a z 00 � ❑ O �ro w x Lu as LL 0 alg •ossa sausg \�DNV k MEN No.58705 U Y_ App •. STAT'EDPL(� - .FCORIDN.•'.• /0NN_ FSG. 1jlnlln��``� A. LYNN MILLER, P.E. P.E..# 58705 NU I LJ: i) BUCK DIMENSIONS SHOWN. FOR FANGED 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 A13OVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' AMINATED GLASS STACK 3/18' HEAT STRENGTHENED GLASS Ci USED AT CURVED FRAME MEMBERS ONLY 29 -- @ 11-718" O.C. MAX. Z4 1-3 EXTERIOR a 20 1-1/16' NOM. GLASS STACK 7116" LAMINATED I - GLASS STACK SG RED GLASS ENGTHENED GLASS ' �STRIs.ENGTHENEDEGASS 3116" TEM /16' AIIR SPACE/. _336090' SGHEAT " SNTER AYEHR NE LASS 5 U 618' USED AT CURVED FRAME MEMBERS ONLY 29 GLASS SITE @ 11-718" O.C. MAX. - 13 R KJ EXTERIOR GLASS TYPE 6 ••.•.•..a. LONG SIDE -- SHORT ab D 22 . 7 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 a od 0 N o z rn o ILw zG • •• • • • • Long Side Iln) • U X d m W Z O 2 c0 m O `! 5 67-7/8 1 72 1 76 80 84 88 92 96 100 104 109-1/2 1 112 116 120 124 128 132 138 140 144 ttpp pi 0 30 +901-130 +901-130 +901-130 +901-130 1 +901-130 1 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-133 +901-130 +901-130 +90f-130 +901-130 32 34 +901.130 +901-130 +90/-130 +901.130 +901-130 +90/-130 +901-130 +901-130 ego/ -130 +901-130 *90/-130 +90/-130 +901.130 +901-130- +901-133 +901--130- +901-133 +90/-130 +901.130 *90/-130 +901-130 +901-130 +9p(.130 +901-130 +901-133 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 36 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +90)-130 +901-130 +90/-130 +901-130 +901-130 +901A30 38 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90J.130 +901-130 +901-130 +901-130 +901-130 +901-130 +90)-129.2 +901-127.3 40 -_ - +901-130 -�-- +901-130 --�-- _ +901-130 _ +901.130 +901-130 +901-130 +901-130 +901- +901-130 130 +90'126,8 +901-123.2 «901-122 42 +901-133 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-129.3 +90'-123.2 +901-119.7 +90/-116.4 44 +901.130 +901-130 +901-130 +901-130 +901-137 +901-130 +901-130 +W-124.5 +90'-119.4 +901-115 4 +901-130 +90/-130 +901-130 +901-130 +90f-130 +901-130 +9d-128.9 +90'-120.5 +90'-115.3 °i r 48 50 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +961-130 +901-130 +901-130 +901-130 +90'-129.7 +901-123 +90'-116.5 +90'-126.2 +89.41-119. -- --- -- Q 52 +901-130 +1)0/-130 *901-130 +901-130 +901-130 +8&61-123 54 56 58 +901-130 +901-130 +90/.130 +901-130 +90f-130 +901-130 +901.130 +901-130 +901-130 +901-130 +08.81-127.1 +89.41-129 60 +901-130 +901.130 +69.61-129. 62 64 66 +901-130 +901-130 +901-130- +gp/-130 +g0/-130 67-718 +901.130 NU I LJ: i) BUCK DIMENSIONS SHOWN. FOR FANGED 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 A13OVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' AMINATED GLASS STACK 3/18' HEAT STRENGTHENED GLASS Ci USED AT CURVED FRAME MEMBERS ONLY 29 -- @ 11-718" O.C. MAX. Z4 1-3 EXTERIOR a 20 1-1/16' NOM. GLASS STACK 7116" LAMINATED I - GLASS STACK SG RED GLASS ENGTHENED GLASS ' �STRIs.ENGTHENEDEGASS 3116" TEM /16' AIIR SPACE/. _336090' SGHEAT " SNTER AYEHR NE LASS 5 U 618' USED AT CURVED FRAME MEMBERS ONLY 29 GLASS SITE @ 11-718" O.C. MAX. - 13 R KJ EXTERIOR GLASS TYPE 6 ••.•.•..a. LONG SIDE -- SHORT ab D 22 . 7 I_ a od 0 N o z rn o ILw zG • •• • • • • ••• • U X d m W Z O 2 c0 m O `! 5 •• ••• •• • • • •• GLASS SITE GLASS TYPE 8 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE ��-- LONG SIDE SHORT I _ SIDE IiL— 'd/\\, +y SNORT L_ ____-_�___.-_-__. SIDE �^+ LONG SIDE -- SHORT ab D SIDE 7 I_ a od 0 LONG SIDE SHORT ' SIDE t -T rc M LU > > o N Y cn y ab D 7 } ^ cq O.1 N a od 0 N o z rn o ILw zG o 1M •a o:05U U X d m W Z O 2 c0 m O `! 5 °N w > Op y (D z 2/-4-0 - o �z D.z o Q a J F Q ttpp pi 0 co LD )aa4S Z W U) z 0LLI Qa' Z_a. al°as O z NN W O W to d D LLL a0U rose0 sauag `l hill 11 fill/ kYNN No. 58705 ' '. -71tD' �L •• STATE OF � FC ORI.•' \� � FS,S�.DP .... CSG NAt. ', A. LYNN MILLER, P.E. P.E.#58705 INSTALLATION TYPE A TIP -T WIN[ HEII 2X WOOD BUCKSTRIP _ EDGE OR FRAMING, SEE DISTANCE f NOTE 2, THIS SHEET WINDOW EXTERIOR BUCK HEIGHT )-TIP IOW 3HT VISIBLE L4GHT HEIGHT = WINDOW BUCK HEIGHT - 2 -314" EMBEDMENT 1/4' MAX 1 SHIM TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED 29 FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. 1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING 'llt 21 , 1/4" MAX SHIM INSTALLATION INSTALLATION NOTE 2, THIS SHEET ,a • • ------ TYPE C —---- TYPES CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT _ VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-3/4" 11 -- - EMBEDMENT IX WOOD BUCKSTRIP, " •-c A36 Steel --- ------- TIP -TO -TIP WINDOW WIDTH MERNRAMMMIRML 114• MAX SEE NOTE 2, THIS SHEET HORIZONTAL SECTION A -A OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2' THICK OR GREATER. DISTANCE AND EDGE DISTANC�j P•� R INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING j� SHIM itzLf" nr.� JURISDIQFION. VERTICAL SECTION B • e • Steelr. 33 m n. • e TYP. ANCHOR TYPE, EMBEDMENT AND t a ii �✓ "° ,". EDGE 1-1/4' • a •. --- ----- ---- EDGE DISTANCE PER SUBSTRATE, - - ,` _ 7P DISTANCE EDGE - Ungrouted CMU, (ASTM 090) SEE TABLE 8, THIS SHEET 1-114' 12' Grouted CMU ASTM C-90 DISTANCE 1314' 12' 5/16' Steel Ultrecon Concrete (m(n. 3.5 kaI) 1-114' 1.3/4' 12' Grouted CMU ASTM C-90 2-112' i-314' 12' r� 1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING 'llt 21 , 1/4" MAX SHIM STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET OR TAR[ F A CONCRETE/CMU PER ANCHOR REQUIREMENT � Rip". • Ul- 3 I HREAUS HEYUNU I Hk MC I AL JUtlb I RAI C. NOTE 2, THIS SHEET ,a • • EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT 4 �.,�� _ VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-3/4" 11 #12 or#14 410 SS Screw Aluminum, 8083-T5 min. 3/8' WINDOW BUCK WIDTH —- A36 Steel --- ------- TIP -TO -TIP WINDOW WIDTH MERNRAMMMIRML J- 318' HORIZONTAL SECTION A -A STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET OR TAR[ F A CONCRETE/CMU PER ANCHOR REQUIREMENT � Rip". • Ul- 3 I HREAUS HEYUNU I Hk MC I AL JUtlb I RAI C. NOTE 2, THIS SHEET 0:0 •• • • P.T. Southem Pine (SG 0 55) 116' 1 !8' • #12 or#14 410 SS Screw Aluminum, 8083-T5 min. 3/8' 0.063 • - ,s.• 000 • • • A36 Steel 3/8' 0.083' 'Steel MERNRAMMMIRML Stud Or. 33 min. 318' 0.045' 18 Ge 'aSOYfl11 OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2' THICK OR GREATER. DISTANCE AND EDGE DISTANC�j P•� R INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING TYPE B • SUBe t E, SEE LABLE 8,4T1T1V.EET itzLf" nr.� JURISDIQFION. VERTICAL SECTION B • e • Steelr. 33 m n. • : e • • • • • • • Ungrouted CMU, (ASTM 090) 2-1/2' 1-1/4' 12' 1/4' 410 SS CreteFlex Concrete (min. 3.35 kat) 1' 1.314' 12' - Ungrouted CMU, (ASTM 090) 2-112' 1-114' 12' Grouted CMU ASTM C-90 2-112' 1314' 12' 5/16' Steel Ultrecon Concrete (m(n. 3.5 kaI) 1-114' 1.3/4' 12' Grouted CMU ASTM C-90 2-112' i-314' 12' "I�!"MIN. 1X WOOD BUCKSTRIP,i'SEE • Ul- 3 I HREAUS HEYUNU I Hk MC I AL JUtlb I RAI C. NOTE 2, THIS SHEET 0:0 •• • • CO RETFiP:R JE ••EMBE • • • • • �-.•_ " At�C ORS • • ' R IR E • • • • • • IN_,TALLATION NOTES: • • - ,s.• 000 • • • • • •. •SE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ` • • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1 X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE INSTALLATION �+ EDGE TYP. ANCHOR TYPE, EMBEDMENT • OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2' THICK OR GREATER. DISTANCE AND EDGE DISTANC�j P•� R • INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING TYPE B • SUBe t E, SEE LABLE 8,4T1T1V.EET • JURISDIQFION. VERTICAL SECTION B • e • • -a : • : • : : • : •. FOR ALCHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • • • • • • • R. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N Y > 3 ^aa O (}D N r a o0 O W N O J UU rA co 0 Z H Cl z D' LL tp J umo�(1 C) (Wj X N o C ~' Z LU CO O (D DMO n� QO rn O �z az - g J Z � Q O ® c z g Iaa45 O a z ZZ a/o's Cq LL o (D co w X g as LL LL \ O� LYNNA4lz� No. 58705 i .P FC DR\0;.-'`` J'�SS1ONA\-\ /t II III 10 A. LYNN MILLER, P.E. REN 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE E ` C EMBEDMENT L EDGE DISTANCE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" HI M M SAX 2 SHI �TYP. ANCHOR TYPE, . EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED I FRAME MEMBERS ONLY @ 11-718" O.C. MAX. if@Y1&r_vi9:llu 912 STEEL SELF -DRILLING SMS (G5), SEE TABLE THIS SHEET INSTALLATION TYPE IT— INSTALLATION INSTALLAT TYPE_G TYPE F 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND SHI - / EDGE DISTANCE PER SUBSTRATE, - i. i 6� SEE TABLE 9, THIS SHEET CONCRETFJCMU I PER ANCHOR REQUIREMENT EXTERIOR MIAMI -DADS APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EXTERIOR 4vn` 11 I VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-314" --- -- WINDOW BUCK WIDTH HORIZONTAL SECTION C -C EMBEDMENT .o EDGE DISTANCE a CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Subatrale Min. Edge Oislanco Min. Embedmani Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine (SG=0.55) 9116' 1-3/8' 12' Aluminum, 6063-T5 min. 3/8' 0.083' ` 12" A36 Steel 318' 0.083' 12` Steel Stud, Or. 33 min. 318' 0.045' 18 Ge 12" 412 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/16' 1-318' 12' Aluminum, 6083-T5 min. 3/8' 0.063' • 12' A36 Steel 318" 0.06T 12' Steel Stud Gr. 33 min. 318" 0.045' (16 Ga)' 12' 1/4' 410 SS CreteFlex Ungrouted CMU, (ASTM 090) 2-112' 1-114' 12"_ Concrete(min. 3.35 kst) 1' 1-3/4' _ __ 12' 1/4' Steel Ultracon Concrete (min. 2.85 kap 1` 13/4' 12" Concrete (min. 2.85 kep 2-112' 1-3/8' 12" Ungrouted CMU, (ASTM C-90) 2-1/T 1-114' 12" Grouted CMU, ASTM Cao) 2-112 13/4 12' 5/16` Steel Ullracon Concrete (min. 3.5 kap 1-1/4' 13/4' 12' Grouted CMU, ASTM Cao 2-112' 1-3I4' 12' 114" MAX SHIM TT ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET .00 CON11) REPEL � • • • • • EMBEDMENT ,+ ArylR • • • it�TAIIATION NOTESREL)REDE14 • • • • • • ' • • • • • • • • •1•USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/1". 1X WOOD BUCKS ARE TYPE F �-+ EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2' THICK OR GREATER. DISTANCE AND EDGE DISTMMJJ�� PER • INST%LATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING • SU94ITATE, SEg ALE J,ISS SHEEJ JUVD(6TiON. VERTICAL SECTION D0 0 • 0 • • 0 •01 FIR MITACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a° rr _M Y > —-Lf 0 O y n a oo 0 O v Cq v LU M 0 J N J p Z Z LL Lo LL r0 J um 0 d = W W W — O � ao oN Z 0 W m O `r U 9rt0 ~> 00 rn O 0z az J 0 LL O Jfl - Q U) � ,aa4S ® m z U) F� O z Q U encs u Z_Z W O > N N 0 x ::1 as LL W affil '�saC sauaS OCIE * ' No. 58705 / �; T OF A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a° rr _M Y > —-Lf 0 O y n a oo 0 O v Cq v LU M 0 J N J p Z Z LL Lo LL r0 J um 0 d = W W W — O � ao oN Z 0 W m O `r U 9rt0 ~> 00 rn O 0z az J 0 LL O Jfl - Q U) � ,aa4S ® m z U) F� O z Q U encs u Z_Z W O > N N 0 x ::1 as LL W affil '�saC sauaS OCIE * ' No. 58705 / �; T OF A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE -moi EMBEDMENT - OR FRAMING, SEE DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET Max. O.C. Anchor INSTALLATION-- -- _ EDGE EDGE 1 DISTANCE DISTANCE TYPE I P.T. Southern Pine SG=0.55) 5116" 5" _ 1 P.T. Southern Pine SG=0.65 3/8" 5" 2-112"x.1467 Roolng Nail P.T. Southern Pine SG=0.55 114" MAX 5" P T Southern Pine SG=0.65) 112" 6" 3 SHIM 4 _. EMBEDMENT 1i EXTERIOR USED AT CURVED - - 29 FRAME MEMBERS ONLY a OMEE WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE) f — EMBEDMENT 114" MAX. SHIM LZ/ INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (05), SEE TABLE 10, THIS SHEET !A INSTALLATION INSTALLATION TYPE J TYPE K `� I1 114" MAX EDGE DISTANCE —�-I ttt srnM 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING, SEE -- OR FRAMING, AAMINGING , SEE SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �\ SEE TABLE 10, THIS SHEET �3 I EMBEDMENT EXTERIOR t' VISIBLE LIGHT WIDTH _ WINDOW BUCK WIDTH - 2-3/4' 0 -- ------------- WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TABLE 10: Min. Edge Max. O.C. Anchor Substrate Distance SE2cI2q - 2-1/2" x .113" Box Nall P.T. Southern Pine SG=0.55) 5116" 5" 2-1/2'x .131' Common Nell P.T. Southern Pine SG=0.65 3/8" 5" 2-112"x.1467 Roolng Nail P.T. Southern Pine SG=0.55 318" 5" P T Southern Pine SG=0.65) 112" 6" 2X WOOD BUCKSTRIP EXTERIOR 0.093" Aluminum, 6063-T6 min. 6/16" 5" OR FRAMING, SEE �J�� #lox 1" Steel Screw' NOTE 2, THIS SHEET 1116"A36 Steel 6116, 6" �1/4' MAX SHIM0.045" 18 Gal Steel Stud Gr. 33 1 6116' MIAMI 5" -DAOE APPROVED MULLION • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THiS SHEET JfEIMEa! DtSTAWCE•-+_ 1 + • • �!! • INSTiALLATION NOTES;_ TY P�NCHQ[2 tE1tADME1�T• y • 1.41,E ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EDGE p S ANCE PER SUBSTRATE, SEE TABLE W, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". IX 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. VERTICAL SECTION F -F • • • • • • • INSTALL4TION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEEREBe,, HAVING —._ • • • • • JURISWCTJPN. • • • • • • • • • • 3.fOPgTTRCHMEN7 70 METAL: THE STRUCTURAL MEMBER SHALL DE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • 41F APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. K _ k a 1 > 'naS 0 0O O } ^ Valoe Co N O OJ Ulm Z tL' N u- m J omm(f p U W U X o o W Z LLI O 2'o7J C, ca O (D Z p0z O o � Z d Z � LL 4 O J W Q $ U) aays ® Z O F O Q Z 'a z _j clods a NN a Q Z r aJ X z as lL LL a77f1 •asap saua$ * No. 58705 �a STATE %F ,•' `j1\ S/ON1011110 /a1. A. LYNN MILLER, P.E. P.E.# 50705 • • • • • • • • • • K _ k a 1 > 'naS 0 0O O } ^ Valoe Co N O OJ Ulm Z tL' N u- m J omm(f p U W U X o o W Z LLI O 2'o7J C, ca O (D Z p0z O o � Z d Z � LL 4 O J W Q $ U) aays ® Z O F O Q Z 'a z _j clods a NN a Q Z r aJ X z as lL LL a77f1 •asap saua$ * No. 58705 �a STATE %F ,•' `j1\ S/ON1011110 /a1. A. LYNN MILLER, P.E. P.E.# 50705 INSTALLATION TYPE-M� FOR TINSTALLATION METHODHIS ONLY, ANCHORS MAY BE NO • MORE THAN 6- O.C. i EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314• INSTALLATION TYPE N 1ENT EDGE —1 DISTANCE 2X WOOD BUCKSTRIP _ EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET EMBEDMENT 114" MAX SHIM TYP. ANCHOR TYPE, INSTALLATION TYPE M EXTERIOR FOR THIS INSTALLATION ---- EMBEOMENT METHOD ONLY, _ 114" MAX SHIM ANCHORS MAY BE NO • MORE THAN 6.O.C. -- 1/4" MAX SHIM r (SEE SEPERATE NOA), ALUMINUM, t EDGE Steel Stud Or. 33 min. 318' 0.045' 18 Ga 2X WOODFRAM BUCKSTRIP USED AT CURVED DISTANCE TABLE 11,THIS SHEET OR FRAMING, SEE FRAME MEMBERS ONLY NOTE 2, THIS SHEET TYP. ANCHOR TYPE, Substrate EXTERIOR EMBEDMENTPER D EDGESUBSTRATE, DISTANCE PER SUBSTRATE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, •�/4 SEE TABLE 11, THIS SHEET 9/16' SEE TABLE 11, THIS SHEET 11 -- 1/4" MAX SHIM r (SEE SEPERATE NOA), ALUMINUM, t EDGE Steel Stud Or. 33 min. 318' 0.045' 18 Ga SEE SUBSTRATE PROPERTIES, USED AT CURVED DISTANCE TABLE 11,THIS SHEET 1318' FRAME MEMBERS ONLY Aluminum, 6063-T5 min. 318' 0.083"' 6' A36 Steel 318" 0.063"' @ 11-71W O.C. MAX. Sleet Stud Gr. 33 min. 3/6' 0.w- 18 Ga JL 6" CONCRETE/CMU UngnIuted CMU, ASTM C-90 PER ANCHOR c 1-1/4' REQUIREMENT 1/4' MAX. SHIM -777-/-7-)� INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. #12 STEEL SELF -DRILLING SMS (435), SEE TABLE 10, THIS SHEET INSTALLATION EMBEDMENT TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND -- EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE VISIBLE UCHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH ---------- - HORIZONTAL SECTION G -G TYP. ANCHOR TYPE, Substrate EXTERIOR EMBEDMENTPER D EDGESUBSTRATE, DISTANCE PER SUBSTRATE, ` J�J •�/4 SEE TABLE 11, THIS SHEET 9/16' 1-318' MIAMI-DADE APPROVED MULLION -- 1/4" MAX SHIM r (SEE SEPERATE NOA), ALUMINUM, t STEEL FRAMING OR STEEL STUD, Steel Stud Or. 33 min. 318' 0.045' 18 Ga SEE SUBSTRATE PROPERTIES, _ P.T. Southern Pine SG=0.55 TABLE 11,THIS SHEET TABLE 11: EDGE - r DISTANCE J CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR Anchor Substrate Min. Edge Distance Min. Embedment Max. O.C. Spacin #12.r#14 410 S$ Screw P.T. Southern Pine SG=0.55 9/16' 1-318' 6" Aluminum 6063-T5 min. 318" 0.063"' 6' A36 Steel 3/6" 0.083"' _ 6" Steel Stud Or. 33 min. 318' 0.045' 18 Ga 6" #12 or#14 Steel Screw (G5) P.T. Southern Pine SG=0.55 9116" 1318' 6' Aluminum, 6063-T5 min. 318' 0.083"' 6' A36 Steel 318" 0.063"' 6" Sleet Stud Gr. 33 min. 3/6' 0.w- 18 Ga JL 6" 114"410 SS CreteFlex UngnIuted CMU, ASTM C-90 2-112" 1-1/4' 12" Concrete (min. 3.35 ksi) 1" 1314" 12" 114" Steel Uitracon Concrete min. 2.85 ksi) 1" 1-314" 12" Concrete min. 2.85 ksi 2-112" 1-318" 12" UAgrouted CMU, ASTM C-90) 2-1/2' 1-1/4' 12" Grouted CMU ASTM C-90 2-1/2' 1314" 12" 5116' Steel UltraconConcrete min. 3.5 ksi 1.1/4" 1314" 12" Grouted CMU ASTM C-90 2-112" 1314" 12" WOOD BUCKSTRIP, • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. E VJF•2, TVIS aHEET• • • • • • • • t w w • • ..;,�� • • • w :0: INSTO,LLATION NOTES: - *.•- • • • • r • r • L N9E ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. IX WOOD BUCKS ARE VERTICAL SECTI OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2" THICK OR GREATER. INSTAL TION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • • • • • • • • JUR1SPJCCTWN. ••• • •• • • ••• • • H-•. • • • • • • • • t 3. •OR•9TTRCHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE 70 PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • 4. V APPtCASLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. N N -j M 7 C) M O m A r Y U) 7 '^aa N ! Z OZ u- cq 'o uL cc J ,-'a 0 U U W >1 o W 02 Om Q (�Jh4p oy O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N N -j M 7 C) M O m A r Y U) 7 '^aa N ! Z OZ u- cq 'o uL cc J ,-'a 0 U U W >1 o W 02 Om Q (�Jh4p oy O O rn Z D Z O W O J Q �i (rJ1 taa45 O jE O C) E- Z Q e Z 4 elasS Q Ir NN n ro C] z as X LL a11!I z L 'sap sauas 111111/ ��N'I � LYNN 4A�ei� 41 -ENS, F.p ' No. 58705 .,.1.% O '• STATE OF �<( ./'<ORiOP.•' i NAG' -v A. LYNLEI R, P.E. P.E.#56705 I d, 10 ALL CORNERS 70 I m USE GASKET AND/OR SEALANT � L 30 TART F I?' ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90° CORNER FRAME. ASSEMBLY --- EQUAL -LEG FRAME \--FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY C 4 ALL CORNERS USE GASKE AND/OR SEAL IL -LEG FRAME FRAME tR (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 0 `-' Item PGTParta a Description Materiel 1 42530 IFIenged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T6 3 4256 Integral Fin Frame Alum. 6063-T5 4 4265 7116" Lami, Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 705890 Gasket (at 90' corner joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, •t•o. 96•I+t 13 — Dow 899 GE 7700 Sit cone or Equiv • • 20 21 71652K 71704AK jSettti Mono 3116' x 7116' x 4" Neoprene, &F. 851101 Setfing Btock, t.G. 3116' x 1-3 37 x 4' Neop end! �1ro. 8$R�i 22 DURAK716 7/16" OuraSeal Spacer 29 1#6 x 1-114" FH SMS Stainless Steel 30 781PDX a8 x 1" Quad PH SMS sinless e ASSEMBLY DETAILS FOR FIN FRAMES W CORNER FRAME ASSEMBLY_ — - 2.784" - '094- 0 74' 094-074" _. .062" 1.875' 438" 1.000' � I _500' FLANGE FRAME 94253C, 6063-T5 • •• •• • • • •• •• ANGLED/CURVED FRAME, ASSEMBLY, MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS -- 2.784" —.094- oa4".074" — T ' 074 1.376" .970' �— .4318^ naN III I -- _ • �5. • OEQUAL-LEG #4285, 6063-T5 V O • - .050" r 7116" LAMI N n BEADING QGLASS #4255.6063-T5 I LL Luj UU b W La xL WZ O 2 00 W m O 5 (D ly "jN 0rna • • • •• •• • • • •• •• ANGLED/CURVED FRAME, ASSEMBLY, MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS -- 2.784" —.094- oa4".074" — T ' 074 1.376" .062" .4318^ naN III I -- _ .050^:o ooc FRAME OEQUAL-LEG #4285, 6063-T5 V __"'i���������tfjjjyyiii�-'•-- .346' .875" II ` IUUUI I�IjI_. _. .050" I.G. GLASS 5 BEADING #4254,6063-T5 2.7Z — •"- T ' _ ' - yr- .002" 1.375' 50 1-109 _rrT0" 438" } 1.125" y — .077" 3 FIN FRAME #4256, 6063-T5 1.037' .050" INSTALLATION 6a FASTENER COVER #4270, 6063-T5 > M N Y j naN K 0 > O 7o V O N O coCn J Q) O r N n J LL /g I LL Luj UU b W La xL WZ O 2 00 W m O 5 (D ly "jN 0rna �> O p v Zo w Z o o z n z v WL. 0 LL 0 O O — J Q O Z )says Iii ® U) z ZO cn z F O in 0 F wO cwi W 0 as x o LL m aluT osa6 a ��as 1/i �cENsfiA9/(�P ' No. 58705 to STATE` OF w: FC GRID?.• C�`� A. LYNNMILLER, P.G. P.E.# 58705 FOR EGRESS, THEM/N. CLEAR W/DTH REQU/RED /S.' 20` THE MIN. CLEAR HEIGHT REQUIRED IS 24'; THE MIN. CLEAR OPENING REQUIRED IS 5.7SO FT. Cl r AND THEMAX. CLEAR SILL HEIGHT REQUIRED IS.' 44" BUILDING CONTINUEScop -------------------------------------- ylj I I I I BATH BEDROOM EGRESSBALCONY lO I I i----------- ------------------------ 1 --------L----T--- I O I BATH I I C I I BEDROOM I I I MULLION OD I I 1 X2.75X50 NOA:13-0815.05 KITCHEN I i EGRESS ----------------------- O I I II---------------- ----------------------- O UNIT 401 MULLION OB LIVING/DINING ROOM 1 X 2.75 X 50 N OA: 13-0815.05 A* Lu --------------- FOYER Z I I O BALCONY U NOT PART O OF PERMIT r Z m r y MAS es gym. ^-� per• �r � FLOOR PLAN & GLAZING ELEVATIONS(@ fourth level) SCALE: 1/8" = 1' SCOPE OF WORK *-ALUMINUM SINGLE -HUNG WINDOW - IMPACT RESISTANT BY PGT INDUSTRIES. ACCEPTANCE #: 11-1013.14 *-ALUMINUM FIXED WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 13-0502.03 *-ALUMINUM CASEMENT WINDOW - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 12-1218.09 0 -ALUMINUM SLIDING -GLASS DOOR - IMPACT RESISTANT. BY PGT INDUSTRIES. ACCEPTANCE #: 14-0123.10 +ALUMINUM TUBE MULLION - IMPACT RESISTANT BY PGT INDUSTRIES. ACCEPTANCE It: 13-0815.05 % % . ... . . ... .. . .. GiNtlt�e NOTiS"• }FIVE STORY STi2 JC�URE 54 NET4RAN RC;DF HEI%HT ). . . . . . • . • . • . *-EXPOSUREd`.•• ••• ••w 040 w *-BUILDING RISK CATEGORY II •• #-175 M.P.H. WIND �ELOQMT : w w. • + � • • • • • . • . • • • • • • • . • • .. • • O-K.D.= 0.85 *-FLAT ROOF ( 10% GCP REDUCTION). *-FBC 2010. 4 -ASCE 7-10 WIND CODE. -BASED ON TRIBUTARY AREA AS SHOWN. *-CONTRACTOR TO VERIFY DIMENSIONS. WINDLOAD PRESSURE TABLE FOR WINDOWS MARK DESCRIPTION WIDTH TOTALSq.Ft.= 107.29 MARK! DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. A SINGLE -HUNG IMP. 53.000 50.000 9.20 54.84 -59.41 INT (4) 11-1013.14 A* SINGLE -HUNG IMP. 53.000 50.000 9.20 54.84 -73.12 END (5) 11-1013.14 B FIXED IMP. 73.000 50.000 25.35 51.58 -66.60 END (5) 13-0502.03 C CASEMENT IMP. 37.000 50.000 12.85 53.96 1 -58.53 INT (4) 12-1218.09 D FIXED IMP. 56.000 50.000 19.44 52.51 1 -57.08 INT (4) 13-0502.03 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 106.67 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. 1 SLID -GLASS DOOR IMP. 96.000 80.000 26.67 51.40 -55.97 INT (4) 14-0123.10 1* SLID -GLASS DOOR IMP. 96.000 80.000 26.67 51.40 -66.24 END (5) 14-0123.10 INSIDE INTERIOR FINISH 1" X 6" P.T. WOOD BUCK (No.l PINE) 1/4" X 3-1/4" ULTRACONS AT 3" FROM CORNERS AND STAGGERED 6" O.C. ALONG THE V X 6" P.T. WOOD BUCK. DOW CORNING SEALANT (CCS) CONTINUOUSLY APPLIED @ BACK & PERIMETER OF WOOD BUCK. STUCCO FINISH OUTSIDE EXISTING CONCRETE SUBSTRATE 1" x 6" WOOD BUCK INSTALLATION SCALE: 3" = 1' INSIDE INTERIOR FINISH 1" X 4" P.T. WOOD BUCK (No.l PINE) 1/4" X 3-1/4" ULTRACONS AT 3" FROM CORNERS AND 6' O.C. ALONG THE 1"X 4" P.T. WOOD BUCK. DOW CORNING SEALANT (CCS) CONTINUOUSLY APPLIED @ BACK & PERIMETER OF WOOD BUCK. ` STUCCO FINISH OUTSIDE EXISTING CONCRETE SUBSTRATE 1" x 4" WOOD BUCK INSTALLATION SCALE: 3" = 1' D0A SON: I REVISED ON: SCALE: CONTENT: Q 00 M 0 W o co Q �k p V V)0 O �� O W Z Lu 62 W z O= C:) C/) a Q