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WS-16-3357 Miami Shores Villages - - w Building Department DEC 3 2096 f 10050 N.E.2nd•Avenue, Miami Shores, Florida 33138 $Y: Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20M BUILDING Master Permit PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zio: Folio/Parcel#: Is the Building Historically Designated:Yes NO (� Occupancy Type: Load: Construction Type: Flood Zone: BFE:. FFE: OWNER: Name(FeeSimple Titleholder): kAAj 6Wahone#: (4N 46,1 Address: o l p 2 2 City: �AA State: Zip: Tenant/Lessee Name: Phone#: Email: UUU&I OI.W CONTRACTOR: Company Name: IZ14-9 joneM Address: A 53 g City: ! t ate: Z&;z)tm— Qualifier Name: �–p Phone#: o o? State Certification or Registration#: G rtificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �� Chu Square/Linear Foota f Work: Type of Work: 1:1 Addition ❑ Alteration E] New Repair/Replace ❑ Demolition Description of Work:1 IM ;1kN tW-f Specify color of color thru tile: Submittal Fee$ _ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address Wt 17 1 City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature W ER or AGE CONTRACTOR The foregoing instrument was acknowledged before me this The 46�ing instrument was accknow dged efore me this 12-day of r 1✓ 20 ��1'`' by 'day of I`-� 20 by NX(— (3A o i�atly k wn to ,who is personally known to me or who has produced `� l J zy'C-�L— as me or who has produced > %�---tel –Eas identification and who did take an oat h ��Q�P•��•� * identification and who did take an oath. ��\o�p2 IR♦s••••;��i NOTARY PUBLIC: NOTARY PUBLIC: Sign–p—. _ :s �� •.d �� r Sign: i H�:•'C,`t�` Print: -: �� •:o. Print: w•� Seal: �i// , N TA�",jNtr Seal: NOT P , i'�,ti APPROVED BY r J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) `SNo 193 G� ones .,,..� Miami shores Village Building Department ORiDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: Q- S� �l'' 6W A. PY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS SS TAX RECEIPT C. c---COPY OF LIABILITY INSURANCE* D. Ll-�OPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) 1 IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS................�.r .... ....f.-I%(�(.t. ...... .�...��l................ NAME: �l/ BUSINESS ADDRESS:�1 �s`I �d� ��J l �1�T;A`YE ZIP 3:3 06 BUSINESS PHONE: z�' FAX NUMBER( ) CELL PHONE L ) S'GL� -� QUALIFIER'S NAME: l OT QUALIFIER'S LIC NUMBER: C6C RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CBC1253341, I The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date:-AUG 31,2018 ' rF. PEREZ,CARLOS HUMBERTQ, = "*., ❑ ❑ ALL CONSTRUCTION RESOURCES,INC 10865 SW 138TH STREET .t---"�--i. MIAMI" Fl 33176 - yy,,� �+ f .� �• ISSUED: 07/0512016 DISPLAY AS REQUIRED BY LAW SEQ# L1607050000917 I 'A CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYn 1 12/12/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES j BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED i REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT-NAISIDRO GUILLAMA Procom Insurance Underwriters PHONE t , (305)740-4460 FAX AC No: (305)740.4469 4909 SW 74th Ct. -MAIL oramirez@procomcorp.com Miami,FL 33155 INSURERS AFFORDING COVERAGE NAIC# Phone (305)740-4460 Fax (305)740-4469 °' INsuRERA: WESTERN WORLD INSURANCE COMPANY 13196 INSURED INSURER B: SCOTTSDALE INSURANCE COMPANY 41297 ALL CONSTRUCTION RESOURCES,INC. INSURER C: ASCENDANT COMMERCIAL INSURANCE 13683 10865 SW 138 St. INSURER D: I^ MIAMI FL 33176- INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR 1 TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP WVD POLICY NUMBER MMIDDNYYY MM/DDNYY LIMITS I © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 ❑ CLAIMS-MADE ©V OCCUR DAMAGE TO RENTED REMISES(Ea occurrence $ 100,000.00 BI/PD$500 DED. MED EXP(Any one person) $ 5,000.00 A ❑ Y NPP8288473 08/03/2016 08/03/2017 PERSONAL&ADV INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ❑ POLICY ❑ JEC ❑ LOC PRODUCTS-COMPlOPAGG $ 2,000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY O aBNE DtSINGLE LIMIT $ ❑ ANY AUTO BODILY INJURY(Per person) $ 100,000.00 ALL OWNED SCHEDULED C ❑ AUTOS AUTOS Y CA-41652-0 08/04/2016 08/04/2017 BODILY INJURY(Per acc(denq $ 300,000.00 ❑ HIRED AUTOS ❑ NON-OWNED PROPERTY DAMAGE Per accident $ 100,000.00 ❑ ❑ PIP $' 10,000.00 -- —UMffRELCA-LI"AB—O OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $' El DIED RETENTION $ WORKERS COMPENSATIONPER ❑ER AND EMPLOYERS'LIABILITY Y 1 N ANY PROPRIETORIPARTNEWEXECUT E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N 1 A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ V yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ .i B INLAND MARINE-EQUIPMENT CPS2525306 08/03/2016 08/03/2017 $93,000-$2,500 DED.-5%WIND/HAIL DED DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) GENERAL CONTRACTOR C PHYSICAL DAMAGE-COMPREHENSIVE&COLLISION $500 DED 1) 2016 MINI EXCAVATOR VIN#JWY00485$44,000 2) 2016 TRAILER FELLING FP 12 VIN#H2001478$5,000 3) 2016 CATERPILLAR SKID STEER LOADER SERIAL#DZT02753$44,000 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd AVE ACCORDANCE WITH THE POLICY PROVISi S. fl MIAMI SHORES FL 33138 AUTHORIZED REPRESENTATIVE • ISIDRO GUILLAMA I ©1988-201 CORD CORPORAfION. All rights reserved. ACORD 26(2014101)OF The ACORD Came and logo are r gistered'marks of ACORD i 1 I r FDATE(MM/DD/YYYY) collo® CERTIFICATE OF LIABILITY INSURANCE 12/12/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: TFAX Automatic Data Processing Insurance Agency,Inc. AHCN o Ext): A/C No): 1 Adp Boulevard A DRIESS: Roseland,NJ 07068 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: NorGUARD Insurance Company 31470 INSURED INSURER B: ALL CONSTRUCTION RESOURCES INC 10865 SW 138 ST INSURERC: Miami,FL 33176 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 590527 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DDIYYYY MM/DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 1 OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO-PRO ❑ JLOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? IT N/A N ALWC781080 10/13/2016 10/13/2017 (Mandatoryin NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Contractor License:CBC1253341 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bldg Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami,FL 33138 AUTHORIZED REPRESENTATIVE A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 014198 — Local Business Tax Receipt Miami—Dade County, State of-Florida —THIS IS NOT A BILL—DO NOT PAY LBT 7164624 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ALL CONSTRUCTION RESOURCES INC RENEWAL SEPTEMBER 30, 2017 10865 SW 138 ST 7442918 Must be displayed at place of business MIAMI FL 33176 Pursuant to County Code Chapter 8A—Art.9&10 SEC.TYPE OF BUSINESS. PAYMENT RECEIVED ALL CONSTRUCTION RESOURCES INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR C/O CARLOS PEREZ CBC1253341 $75.00 07/18/2016 Worker(s) 3 ECHECK-16-171007 This Local Business Tax Receipt only confirms payment of the Local Business Tax,The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0,above must be displayed on all commercial vehicles-Miami—Dade Code Sec Ba-276. For more information,visit www miamidade oov/taxcollector r f Permit NO WS-12-16-3357 `sKORES. Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Miami Shores,FL 3313&0000 a r� torkCiassification:Window/Door Reptacem Permit Stators:APPROVED Phone: (305)795-2204 �OR1DP Issue gate: 12113/2016 F Expiration: 06/11/2017 Project Address Parcel Number Applicant 9879 NE 13 Avenue 1132050090490 MiamiJACQUELINE BARRANTES_Shores, FL Block: Lot: 6 Owner Information Address Phone Cell JACQUELINE BARRANTES 9879 NE 13 Avenue (917)698-2863 ' MIAMI SHORES FL 33138- 9879 NE 13 Avenue MIAMI SHORES FL 33138- Con!tractor(s) 3138- Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 ALLCONSTRUCTION RESOURCES IN, (305)970-0167 Total Sq Feet: 0 Type of Work: 15 IMPACT WINDOWS 5 DOORS Available Inspections: No of Openings:20 Inspection Type: Additional Info: 15 IMPACT WINDOWS 5 DOORS Window Door Attachment Classification:Residential Final r Scanning: 10 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 DBPR Fee Invoice# WS-12-16-62337 , $4.50 12/13/20 DCA Fee $4.50 16 Check#:2247 $392.00 $0.00 a Education Surcharge $6.00 Notary Fee $5.00 Permit Fee $300.00 Scanning Fee $30.00 Techriology Fee $24.00 Total: $392.00 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 c i that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction:�AP` more, I authorize the above-named contractor to do the•work stated. December 13, 2016 Authorize nature:Owner / Applicant / Contractor / Agent ate ' Buildin Department Copy December 13, 2016 1 j ar ! � 1 ! 4 C CALCULATIONS FOR DOORS AND WINDOWS SHOPDRAWINGS Cam � y ! k Almeida-Barrante' ! 9879 NE 13th -:v ,a"... Miami Shores, FL 33138 E L� Submitted to: "Ol 0 E N Scc'.g�G a ! City of Miami _ No. 932 r 7 Building Department - • '`� , .per � � �'•.�� :.- Prepared by: �� • R% ••�� S�Ot ALES Luis Oscar de la Hoz Olivera, P.E.73932` ` Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes, FL 33016 INDEX ITEM PAGE I. Wind Load Calculation Buildings 1-3 II. Door and Windows Calculations 4-20 III. PGT Industries,Inc, Series"HR-710" Aluminum Horizontal Rolling Window-L.M.I. NOA N° 15- 21-156 0519.09 F IV. PGT Industries,Inc, Series"PW-701.720-820" Aluminum Fixed Window- L.M.I NOA N° 15- 0528.26 t V. PGT Industries,Inc, Series"AW-740" Aluminum Awning Window- L.M.I NOA N° 15-0519.11 VI. PGT Industries,Inc, Series TD-101" Aluminum French Door w wo Sidelites-L.M.I NOA N° 15-0528.24 VII. PGT Industries, Inc, Series"SGD-770" Aluminum Sliding Glass Doors w 90°& 135°Corners L.M.I. NOA No 15-1013.15 ,•• ••; ; • • •• a VIII. SIW Impact Windows,LLC,Seriec:5.-WCC' Alu'hii:lukOut folding Doors-L.M.I NOA N° 14- 0909.13 •• ••• •• •• IX. PGT Industries,Inc, Series"PGT" Clipped Extruded Aluminum Tube Mullion-L.M.I. NOA N° :t 14=1105.01 Soo ••• ••• ••• ••• X. "Impact" Opaque Fiberglas%Si%je-Dj&r byThtrZnn TA Corporation, FL10537.1-R2 s . .. .. . . . .. .. ... . . . ... . . i ( MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 5/25/2016 Project No. WS-062 Company Name Tadeos Engineering LLC Designed By Luis 0. de la Hoz Olivera Address 14750 NW 77th court, suite 306 Description Jaqueline Barrantes City Miami Lakes Customer Name Ocean Door State Florida Proj Location 9879NE13th Avenue,MiamiShores ! File Location: Z:\Windows Shopdrawings\WS062 Jacqueline Barrantes (Ocean Door)\MecaWind\Barrantes.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 t Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00•ft Epsilon = 0.13 Zmin = 7.00 ft t Pitch of Roof = 1.707234 : 12 Slope of Roof(Theta) = 8.10 Deg h: Mean Roof Ht = 13.59 ft Type of Roof = GABLED RHt: Ridge.Ht = 17.13 ft, Eht: Eave Height = 10.04 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = Overhang Bldg Length A3ong Ridge = 65.13 ft Bldg Width Across Ridge= 99.67 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 8.15 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon c = 545.76 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 ,Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 i Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 4. i eta i i* h J " t B Kh: 2.01*(Ht/Zg)^(2/Alp4:) 0• 000 0• ••• 0• = 1.03 t ••• • • • • ••• • • i i f Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 41.19 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 6556.87 ft^2 Reduction Factor based on Roof Area = 0.80 c MWFRS-Wall Pressures for Wind Normal to 65.13 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.39 -21.21 -6.38 Side Walls -0.70 -31.92 -17.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------ ------------------------------------------ Windward 10.04 1.03 1.00 0.80 41.19 20.60 35.43 41.80 Windward 0.04 1.03 1.00 0.80 41.19 20.60 35.43 41.80 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) f --------------------------------------------------------------------- Roof: 0.0 ft to 5.0 ft -0.90 -38.93 -24.10 Roof: 5.0 ft to 10.0 ft -0.90 -38.93 -24.10 Roof: 10.0 ft to 20.1 ft -0.50 -24.92 -10.09 Roof: 20.1 ft to 99.7ft -0.30 -17.92• -3.09 Overhang Top Side (0 to .0 ft) -0.90 -31.51 -31.51 Overhang Top Side (99.7 to 99.7 ft) -0.30 -10.50 -10.50 Notes - Normal to Ridge , Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 8.1 Deg, h/1= 0.10 MWFRS-Wall Pressures for Wind Normal to 99.67 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 I Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -24.92 -10.09 Side Walls -0.70 -31.92 -17.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 17.13 1.05 1.00 0.80 42.16 21.25 36.08 46.17 Windward 10.04 1.03 1.00 0.80 41.19 '20.60 35.43 45.52 Windward 0.04 1.03 1.00 0.80 41.19 20.60 35.43 45.52 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.8 ft -0.90 -38.93 -24.10 Roof: 6.8 ft to 13.6 ft -0.90 -38.93 -24.10 Roof: 13.6 ft to 27.2 ft -0.50 -24.92 -10.09 Roof: 27.2 ft to 65.1 ft -0.30 -17.92 -3.09 OH Top : 0.0 ft to 6.8 ft -0.90 -46.34 -46.34 Overhang Top 6.8 ft to 13.6 ft -0.90 -46.34 -46.34 Overhang Top 13.6 ft to 27.2 ft -0.50 -32.34 -32.34 Overhang Top 27.2 ft to 65.1 ft -0.30 -25.33 -25.33 .00 • ••• • • • • • .0*• Notes - Along Ridge • • •• • • • • • ( Note (1) OH = Overhang, no %ter%l prAlsspr2 cGAlideted for Overhang (GCpi=O) Note (2) Ref Fig 27.4-1, Posallei•to ildge•IA1:) 0.15 Wind Pressure on Components and Cladding (Ch 30 Part 1) 1 • ••• • ••• ••• ••• so • •• • •• • • •• f • •• •• • • • •• •• 4 } 1 I 1 i Roof not 1 I I 1 1 1 I 1 I k shoNNm - C 1 I 1 I + / J k I 1 I F i 1 k 1 ..1 I 2., r?1 1 I i k I 1 I A 1 I 1 I 1 1 1 k 1 I v 6 1t'aUs Gable Roof i<8<=45 + All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 5.43 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 Gcp Gcp psf psf -------------------------------------------------------------- -------- 1 1 top 5.00 2.60 13.0 5 0.88 -1.36 43.74 -63.43 1 bottom 2.00 10.60 37.5 5 0.81 -1.20 40.73 -56.74 2 6.60 4.00 26.4 5 0.83 -1.25 41.73 -58.95 3,4 5.25 3.08 16.2 5 0.87 -1.33 43.12 -62.05 5 2.16 2.88 6.2 4 0.90 -1.10 44.49 -52.73 6 2.16 2.00 4.3 5 0.90 -1.40 44.49 -65.08 7 1.42 5.00 8.3 5 0.90 -1.40 44.49 -65.08 8 2.00 2.25 4.5 4 0.90 -1.10 44.49 -52.73 9 4.22 3.08 13.0 4 0.88 -1.08 43.74 -51.90 10 2.16 1.54 3.3 5 0.90 -1.40 44.49 -65.08 11 3.08 3.92 12.1 5 0.89 -1.37 43.95 -63.89 9,26 doors 7.00 2.83 19.8 5 0.85 -1.30 42.54 -60.77 10 doors 7.00 3.89 27.2 5 0.83 -1.25 41.64 -58.75 11 doors 7.00 3.19 22.3 5 0.84 -1.28 42.20 -60.01 15 doors 7.00 3.89 27.2 5 0.83 -1.25 41.64 -58.75 1 4 Door 7.93 3.16 25.1 5 0.84 -1.26 41.88 -59.28 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 41.19 psf ' t • •• • • • • ••• • k • •• • •• • • •• • •• •• • • • •• •• Y "a` I' a Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 1.4750 NW 77th Ct.,Suite 306 Window 1 top Miami Lakes,FL 33016 PGT Industries,Inc Series"HR-710"Aluminum Horizontal Rolling Window L.M.I.NOA N°15-0519.09 Expiration Date:December 21,2021 1 Width= 32 " Height= 60 " Required Design Pressures + 43.74 psf 63.43 psf 1-Window Elevation(from Sheet 4) Detail= A XO 2-Glass Type(from Table 3:OX and XO Flange or Integral Fin Windows (Flanged Shown.Fin Windows w/same DLO are 1"smaller)(Sheet 3) Window Width= 60 " Window Height= 60 " Design pressure= + 75.00 psf > 43.74 psf OK - 75.00 psf > 63.43 psf OK Glass Type= A,B,G,H f Glass Type= A ! 5/16"Laminated Glass(1/8"Annealed Glass-.090"Kuraray Butacite PVB Interlayer -1/8"Annealed Glass) 1 3-Anchor Type(from,Sheet 10) Anchor Type= 1 1/4" ELCO TAPCONS 4-Anchor Quantities(from Table 6:Anchor Quantities,XO&OX Windows,Sheet 10) Glass Type= A,B,G,H Glass Type= A Anchor Type= 1 Substrate= Concrete Window Size W= 37.000 H= 60.000 Anchor required in Head/Sill= 1+C3+1 A cluster of(3)Anchors centered on the meeting rail Plus(1)Anchors at operable vent avid fixed section. (5)Anchors Total at Head and Sill. Anchor required in Jamb= 3 Head&Sill = 101/2 " Max.on each side of Meeting Rail Centerline 1 18 314 " Max.from corners " • ••• • • Jambs= '� "• •• Max.•f-orw corne• r•s•and 22 1/2"max O.C. 3"Min.O!i.vhor:Sprcirg:00 *64 •� 5-Anchor Details(from Sheet 11) Anchor= 3/4"•RECO TAPCONS.• ••• 0:0 Substrate=0�Qncrete mirr3.4 ksi• • Min.Edge Distance ••1-3t'4 " �• ••• • Min.Embedment= 1-3/8 " 9:9 • •A"claBarrantes%esidence • :479&E 1%th Aw*enue •i• i• •i •VKa ii Sho:es,PL#33138 F 4' l � Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 i 14750 NW 77th Ct.,Suite 306 Window 3,4 Miami Lakes,FL 33016 PGT Industries,Inc Series"HR-710"Aluminum Horizontal Rolling Window L.M.I.NOA N'15-0519.09 Expiration Date:December 21,2021 Width= 37 " Height 2 63 " Required Design Pressures + 43.12 psf 62.05 psf i 1-Window Elevation(from Sheet 4) Detail= A XO 2-Glass Type(from Table 3:OX and XO Flange or Integral Fin Windows (Flanged Shown.Fin Windows w/same DLO are 1"smaller)(Sheet 3) Window Width= 60 " Window Height= 63 " Design pressure= + 75.00 psf > 43.12 psf OK 7 - 75.00 psf > 62.05 psf OK Glass Type= A,B,G,H Glass Type= A ; 5/16"Laminated Glass(1/8"Annealed Glass-.090"Kuraray Butacite PVB Interlayer -1/8"Annealed Glass) l 3-Anchor Type(from,Sheet 30) Anchor Type= 1 1/4" ELCO TAPCONS 4-Anchor Quantities(from Table 6:Anchor Quantities,XO&OX Windows,Sheet 10) Glass Type= A,B,G,H Glass Type A Anchor Type= 1 Substrate= Concrete Window Size W= 37.000 { H = 63.000 Anchor required in Head/Sill= 1+C3+1 A cluster of(3)Anchors centered on the meeting rail Plus(1)Anchors at operable vent and fixed section. , (5)Anchors Total at Head and Sill. Anchor required in Jamb= 3 Head&Sill = 10 1/2 " Max.on each side of Meeting Rail Centerline 18 3J4 " Max.from corners • ••• • • • Jambs= • Ma a Tiorn•co•;ners•and 22 1/2"max O.C. 3 ��.0��c�r.,ppci�g� •� � 5-Anchor Details(from Sheet 11) Anchor= 7r/4".6LfOTAPriONt•• •.• .,• ~ Substrate 44te miro3l ksi• • : I Min.Edge Distance=•••1-3�4" �•� �• ••+ 0• Min.Embedment= 1-3/8 " i ••• • •AlmaidagarrantesResidenc_e + : :479,%E Ith A:enue • • • • • • • • • • •0 V •: 6 Va 0ShaesA*33138 { r Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 Window 5 PGT Industries,Inc Series"HR-710"Aluminum Horizontal Rolling Window L.M.I.NOA N'15-0519.09 Expiration Date:December 21,2021 Width= 341/2 " Height= 26 " Required_ Design Pressures + 44.49 - psf 52.73 psf 1-Window Elevation(from Sheet 4) Detail= A XO 2-Glass Type(from Table 3:OX and XO Flange or Integral Fin Windows (Flanged Shown.Fin Windows w/same DLO are 1"smaller)(Sheet 3) Window Width= 60 " Window Height= 26 " Design pressure= + 75.00 psf > 44.49 psf OK - 75.00 psf > 52.73 psf OK Glass Type= A,B,G,H Glass Type,= A 5/16"Laminated Glass(1/8"Annealed Glass-.090"Kuraray Butacite PVB Interlayer -1/8"Annealed Glass) 3-Anchor Type(from,Sheet 30) Anchor Type= 1 1/4" ELCO TAPCONS d 4-Anchor Quantities(from Table 6:Anchor Quantities,XO&O)CWindows,Sheet 30) Glass Type= A,B,G,H Glass Type= A Anchor Type= 1 Substrate= Concrete Window Size W= 37.000 H= 38.375 Anchor required'in Head/Sill= 1+C2+1 A cluster of(2)Anchors centered on the meeting rail Plus(1)Anchors at operable vent and fixed section. (4)Anchors Total at Head and Sill. Anchor required in Jamb= 2 Head&Sill = 101/2 " Max.on each side of Meeting Rail Centerline 183/4 " Max.from corners Jambs= 9 .•�Vlax.1roln Corpe s ard421 J3"max O.C. • • • . : . 3"Min.O.C.Amchor.Spa6ing . • ••• • • • • • • • 5-Anchor Details(from Sheet 11) k Anchor= 1/4" ELCO TAP4'gNS • ••• Substrate= Concrete:An 31 ksi ; • • ••: •:• Min.Edge Distance= 1-3/4,,.: .. . :• • * • Min.Embedment= 1-3/8 " • •.. . • �• ...AlQieida Ba;rantes Residence :987QNC}:th Apense •�• Ua"'Saoa--s,F:33j3.81•� e + Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Window 6 Miami Lakes,FL 33016 PGT Industries,Inc Series"HR-710"Aluminum Horizontal Rolling Window L.M.I.NOA N°15-0519.09 Expiration Date:December 21,2021 Width= 24 " E Height= 26 " Required Design Pressures + 44.49 psf - 65.08 psf 1-Window Elevation(from Sheet 4) Detail= A XO 2-Glass Type(from Table 3:OX and XO Flange or Integral Fin Windows (Flanged Shown.Fin Windows w/same DLO are 1"smaller)(Sheet 3) Window Width= 60 " Window Height= 26 " Design pressure= + 75.00 psf > 44.49 psf OK E - 75.00 psf > 65.08 psf OK Glass Type= A,B,G,H Glass Type= A 5/16"Laminated Glass(1/8"Annealed Glass-.090"Kuraray Butacite PVB Interlayer -1/8"Annealed Glass). VAnchor Type(from,Sheet 30) J Anchor Type= 1 1/4" ELCO TAPCONS 4-Anchor Quantities(from Table 6:Anchor Quantities,XO&OX Windows,Sheet 30) Glass Type= A,B,G,H Glass Type= A Anchor Type= 1. a - r Substrate= Concrete Window Size i W= 37.000 ' H= 38.375 Anchor required in Head/Sill= 1+C2+1 'A cluster of(2)Anchors centered on the meeting rail Plus(1)Anchors at operable vent and fixed section. (4)Anchors Total at Head and Sill. Anchor required in Jamb= 2 Head&Sill = 101/2 " Max.on each side of Meeting Rail Centerline 183/4 " Max.from corners i Jambs= 9 ••�AaSc'1:4(:wletj a 9d L2 1,(Q•"max O.C. 3"Min.O.C.Anchor4pacirtpr. ; ; •• 5-Anchor Details(from Sheet 11) Anchor= 1/4" ELCOJAPQVS • Substrate= Concrete:mn 3.4 ksi ; • ••: •:' • Min.Edge Distance= 1-3/4 "•: :• .' • • • Min.Embedment= 1-3/8 • , j • 4lr4ieidajBa[rantes Residence { . .9879:NEjth Ftvenee .:. Uoaey S:oi�s,!j.3Z3�•i Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 Window 8 PGT Industries,Inc w Series"HR-710"Aluminum Horizontal Rolling Window L.M.I.NOA N°15-0519.09 g Expiration Date:December 21,2021 I Width= 38 " Height= 24 f Required Design Pressures + 44.49 psf - 52.73 psf 1-Window Elevation(from Sheet 4) Detail= B XOX (1/4-1/2-1/4) X= 27 < 27 3/8 "Max OK 0= 38 < 54 5/16 "Max OK Width flange Frame= 92 < 111 "Max OK 2-Glass Type(from Table 1:XOX(1/4,1/2,1/4)Flange or Integral Fin Windows (Flanged Shown.Fin Windows w/same DLO are 1"smaller)(Sheet 3) i Window Width= 96 " Window Height= 26 " Design pressure= + 60.00 psf > 44.49 psf OK - 60.00 psf > 52.73 psf OK Glass Type= A,B,G,H Glass Type= A 5/16"Laminated Glass(1/8"Annealed Glass-.090"Kuraray Butacite PVB Interlayer -1/8"Annealed Glass) 3-Anchor Type(from,Sheet 10) Anchor Type= 1 1/4" ELCO TAPCONS 4-Anchor Quantities(from Table 6:Anchor Quantities,XO&OX Windows,Sheet 10) Glass Type= A,B,G,H Glass Type= A Anchor Type= 1 Substrate= Concrete Window Size W= 48.000 H= 38.375 Anchor required in Head/Sill= 1+C2+1 A cluster of(2)Anchors centered on the meeting rail r Plus(1)Anchors at operable vent and fixed section. (4)Anchors Total at Head and Sill. Anchor required in Jamb= 2 Head&Sill = 10 1/2 " Max.on each side of Meeting Rail Centerline 18 3/4 " •••Max.1roj�trr^ • • •• • • • • Jambs= 9 . Ma��roo�r�er arrtl�L 1��"max O.C. 3"Min.O.CrAnchc• r.Spai:ipQ • • • • • r 5-Anchor Details(from Sheet 31) Anchor= 1/4" EL;O4 AP60NS ••• • • •• • • Substrate= Concretelin'*4 ksi • ; . •• Min.Edge Distance= 1-3/4• • ••• :• ••• • Min.Embedment= 1-3/8 " 1 •••Alveida jBarragtej Residence 987Q N C l:th AV enLm ••. :Va4 Saorts,F1:331U••� f i Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 Window 9 PGT Industries,Inc Series"HR-710"Aluminum Horizontal Rolling Window L.M.I.NOA N'15-0519.09 Expiration Date:December 21,2021 Width= 37 " Height= 50 5/8 " Required Design Pressures + 43.74 psf - 51.90 psf 1-Window Elevation(from Sheet 4) Detail= A XO 2-Glass Type(from Table 3:OX and XO Flange or Integral Fin Windows (Flanged Shown.Fin Windows w/same DLO are 1"smaller)(Sheet 3) Window Width= 60 " Window Height= 50 5/8 " Design pressure= + 75.00 psf > 43.74 psf OK - 75.00 psf > 51.90 psf OK Glass Type= A,B,G,H Glass Type= A 5/16"Laminated Glass(1/8"Annealed Glass-.090"Kuraray Butacite PVB Interlayer -1/8"Annealed Glass) 3-Anchor Type(from,Sheet 10) ' Anchor Type= 1 1/4" ELCO TAPCONS 4-Anchor Quantities(from Table 6:Anchor Quantities,XO&OX Windows,Sheet 10) Glass Type= A,B,G,H Glass Type= A Anchor Type= 1 Substrate= Concrete Window Size W= 37.000 H= 54.000 Anchor required in Head/Sill= 1+C2+1 A cluster of(2)Anchors centered on the meeting rail Plus(1)Anchors at operable vent and fixed section. (4)Anchors Total at Head and Sill. r . Anchor required in Jamb= 3 Head&Sill = 10 1/2 " Max.on each side of Meeting Rail Centerline 18 3/4 " Max.from corners Jambs= 9 " •••Maz jrc$n rorft ap d-221�iil"max O.C. 3"Min.O.ClAnchor•'S{iacing : ; ';.; •• • • • • • • • • •• ••• •• • • • ••• 5-Anchor Details(from Sheet 11) Anchor= 1/4" ELC0*TAPf jyVS • ••• ••• ••• Substrate= Concrete:An 31 ksi ; • � • • Min.Edge Distance= 1-3/4,'�� :• • •• ;• • :•• :• Min.Embedment= 1-3/8 " • • i .•Alrpeida parlantes Residence • • ••• • • t • •9879;Ngljth jen;e • WaA SQorls,Fr 333$••� ••• • • • ••• • Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Window 10 Miami Lakes,FL 33016 PGT Industries,Inc ! Series"HR-710"Aluminum Horizontal Rolling Window L.M.I.NOA N°15-0519.09 Expiration Date:December 21,2021 Width= 18 1/2 " Height= 26 " Required Design Pressures + 44.49 psf 65.08 psf I 1-Window Elevation(from Sheet 4) Detail= A XO 2-Glass Type(from Table 3:OX and XO Flange or Integral Fin Windows (Flanged Shown.Fin Windows w/same DLO are 1"smaller)(Sheet 3) Window Width= 60 " I Window Height= 26 ' Design pressure= + 75.00 psf > 44.49 psf OK - 75.00 psf > 65.08 psf Ok Glass Type= A,B,G,H Glass Type= A 5/16"Laminated Glass(1/8"Annealed Glass-.090"Kuraray Butacite PVB Interlayer i -1/8"Annealed Glass) 3-Anchor Type(from,Sheet 10) Anchor Type= 1 1/4" ELCO TAPCONS 4-Anchor Quantities(from Table 6:Anchor Quantities,XO&OX Windows,Sheet 30) Glass Type= A,B,G,H Glass Type= A Anchor Type= 1 i Substrate= Concrete Window Size W= 37.000 H= 38.375 Anchor required in Head/Sill= 1+C2+1 A cluster of(2)Anchors centered on the meeting rail Plus(1)Anchors at operable vent and fixed section. (4)Anchors Total at Head and Sill. Anchor required in Jamb= 2 Head&Sill = 10 1/2 Max.on each side of Meeting Rail Centerline 18 3/4 " Max.from corners Jambs= 9 •Max. �rA corpe'rj ald:210"max O.C. 3"Min.O.C.Aflihor6Pasint • • ••• •• ••• ••• •.• i i ••� t 5-Anchor Details(from Sheet 11) Anchor= 1/4" ELCO•TAPfLG)VS ••• ••• •• Substrate= Concrete•43.l ksi, . • • Min.Edge Distance= 1-3/4.:• :• • • • ' • • Min.Embedment= 1-3/8 " ' • i ••Alrveida 8arrarlteig%sidence ' :9879.TIF'.1jh Aten je •�0 MiawwSliorvs,Fl.'33J •0: 0 0 000 0 • . l Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 a Y Fixed Window 1 bottom PGT Industries,Inc Series"PW-701/720/820"Aluminum Fixed Window-L.M.I.NOA N2 15-0528.26 Expiration Date:February 19,2019 Width= 128 " Height= 24 " E Required Design Pressures + 40.73 psf 56.74 psf 1-Design Pressure(from Table 4,Sheet 3:Window Design Pressure(+/-,psf)for Glass Type 2&4) Short Side= 30 " Long Side= 128 " " , Design pressure= +/- 80 psf > 40.73 psf OK > 56.74 psf OK 2-Glass Type(from Tablel,Sheet 1) Type# = Y 2 Description= 7/16"LAMINATED(3/16"Heat Strengthened Glass-.090"Kuraray Butacite PVB Interlayer by'Kuraray America,Inc'-3/16"Heat Strengthened Glass) See detail in Sheet #2 3-Anchor Type(from Table 8,Sheet 6) I Anchor= 1/4"Steel Ultracon by ELCO Substrate= Concrete(min.2.85 ksi)/Grouted CMU,(ASTM C-90) Min.Edge Distance= 2-1/2 " Min.Embedment= 1-3/4 " Max.O.C.Spacing= 12 " Anchor=#12 or#14 410 SS Screw Substrate=Aluminum,6063-T5 min./A36 Steel Min.Edge Distance= 3/8 " Min.Embedment= 0.063 " Max.O.C.Spacing= 12 " 4-Anchor Spacing at Corners(from Sheet 1) Jambs Anchor Spacing at Corners= 6 Max Head/Sill Anchor Spacing at Corners= 6 " Max Jamb Anchor Spacing= 12 " Max Head/Sill Anchor Spacing= 12 " Max ••• Imeide Berrantes.Residence• 987;441 th-vena e •:• :-MiU�i8hoies,Fl3310M •. t a i Luis Oscar de la Hoz Olivera, P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes, FL 33016 1 - F Fixed Window 2 PGT Industries,Inc Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. NOA N° 15-0528.26 Expiration Date: February 19,2019 Width= 48•" t Height= 80 " Required Design Pressures + 41.73 psf 58.95 psf 1-Design Pressure(from Table 2,Sheet 2:Window Design Pressure(+/-,psf)for Glass Type 1) Short Side= 48 Long Side= 80" Design pressure= +/- 71.9 psf > 41.73 psf OK > 58.95 psf OK 2-Glass Type(from Tablel,Sheet 1) Type# = 1 Description = 7/16"LAMINATED(3/16"Annealed Glass-.090" Kuraray Butacite PVB Interlayer by'Kuraray America, Inc'-3/16" Heat Strengthened Glass) See detail in Sheet #2 3-Anchor Type(from Table 8,Sheet 6) Anchor= 1/4"Steel Ultracon by ELCO Substrate= Concrete(min. 2.85 ksi)/Grouted CMU,(ASTM C-90) Min. Edge Distance= 2-1/2 " Min. Embedment= 1-3/4 " Max.O.C.Spacing= 12 " I Anchor= #12 or#14 410 SS Screw Substrate= Aluminum,6063-T5 min./A36 Steel Min. Edge Distarice= 3/8 " Min. Embedment= 0.063 " Max.O.C.Spacing= 12 " g 4-Anchor Spacing at Corners(from Sheet 1) Jambs Anchor Spacing at Cornersi= 6 " Max Head/Sill Anchor Spacing at Corners= 4 ": :M.@k. : ; .•- Jamb Anchor Spacing= •� 1i "� :Mex: • Head/Sill Anchor Spacing= •• *12 " ••Malt •• . ... . ... ... ... . .. . .. . . .. ..Alryeida j3ajrantV%Residence :9879:N313 thAveaue 3�r Miami 44es k 3l" i Luis Oscar de la Hoz Olivera, P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes, FL 33016 I Fixed Window 11 PGT Industries,Inc Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. NOA N'15-0528.26 Expiration Date: February 19,2019 w Width= 47 " k t Height= 37 " 1 Required Design Pressures + 43.95 psf - 63.89 psf 1-Design Pressure(from Table 2,Sheet 2:Window Design Pressure(+/-,psf)for Glass Type 1) Short Side= 38 " Long Side= 67-7/8" Design pressure= +/- 80 psf > 43.95 psf OK > 63.89 psf OK 2-Glass Type(from Tablel,Sheet 1) Type# = 1 Description = 7/16"LAMINATED(3/16"Annealed Glass-.690" Kuraray Butacite PVB Interlayer by'Kura ray America, Inc'-3/16" Heat Strengthened Glass) See detail in Sheet #2 3-.Anchor Type(from Table 8,Sheet 6)' Anchor= 1/4"Steel Ultracon by ELCO Substrate= Concrete(min. 2.85 ksi)/Grouted CMU,(ASTM C-90) Min.Edge Distance= 2-1/2 " Min. Embedment= 1-3/4 " Max.O.C.Spacing= 12 " Anchor= #12 or#14 410 SS Screw Substrate= Aluminum,6063-T5 min./A36 Steel Min.Edge Distance= 3/8 " Min. Embedment= 0.063 " Max.O.C.Spacing= 12 " 1 4-Anchor Spacing at Corners(from Sheet 1) Jambs Anchor Spacing at Corners= 6 ". Max .. ... . . . . .. Head/Sill Anchor Spacing at Corners= 6 "••:mex� Jamb Anchor Spacing= •. ij "; ;Nix; • •• Head/Sill Anchor Spacing= •• •'�� " ••Mal •• • • • • • • • ..Alraeida.BarrqntCS 5eSiden�e ` '-9879:N9.1:tQvetue •;• �VliatrjiStiptesJP�3*1?38+** I t r Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 � i r f Window 7 PGT Industries,Inc + PGT Series"AW-740"Aluminum Awning Window-L.M.I.NOA N°15-0519.11 Expiration Date:April 11,2018 a Width= 60" Height= 17" Required Design Pressures + 44.49 psf 65.08 psf 1-Window Anchor Required(from Table 2,Sheet 4:Windows Anchor Required) Window Width= 60" Window Height= under 23 " Anchor Group= C Anchor required in Jamb= 2 Anchor required in Head/Sill= 4 2-Anchor Type(from Table 3,Sheet 4) Substrate= 2.85k Concrete Group= C Anchor 1/4"steel Ultracon by ELCO Min.Edge Distance= 2-1/2" Min.O.C.Distance= 4" Min.Embedment= 1-3/8" Anchor Plate Required?= No ( 3-Glass Type(from Sheet 5) Glass Type= 1 5/16"Laminated(1/8"Annealed Glass-.090"Butacite PVB Interlayer r 4 by'Kuraray America,Inc'-1/8"Annealed Glass) 4-Design Pressure(from Table 5,Sheet S:Design Pressure(psf)for Single Windows,All Anchor Groups) Window Type= Single window Window Width= 60" Window Height= under 23 " Design pressure= +/- 70.00 psf > 44.49 psf OK +/- 90.00 psf > 65.08 psf OK 5-Anchor Spacing(from Sheet 1) Use Anchor Pair for Units over 27-7/8"Wide(Head&Sill)at Center Spacing= 6" Max Head/Sill Anchor Spacing= 23" Max f Head/Sill Anchor Spacing from Corners= 4" Max Jambs Anchor Spacing= .. e:69"• • Mac • • •• Jambs Anchor Spacing from Corners= ; *4''• Ijax.oP•unrs ender 39"tall • ••• • ••• ••• ••• • • • • • • • • • •• • •• • • •• •;• 4lmeid3 BCraZte2 g&idgnce i i 287:N:1:th jven j • i •i• i�Mi3�+i 3'hpl'gs,�l;�31i� •i .. I Luis Oscar de la Hoz Olivera,P.E.73932 a Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 R Miami Lakes,FL 33016 i Door 9,26 PGT Industries,Inc Series"FD-101"Aluminum French Doors w/wo Sidelites-L.M.I.NOA 15-0528.24 Expiration Date:October 18,2017 Width= 34" Height= 84" Required Design Pressures + 42.54 psf 60.77 psf 1-Design Pressure(from Table 1:Design Pressures for All Configurations,Sheet 2 Approved Configurations:X,XX,O,OX,X0,0X0,XXO,OXX&OXXO (for Doors w/Side Lites the lower DP for for the Door or Side Lite Prevails) Reinforcement is required at Door&Side Lite Connections Doors with Glass Types A,B,C,D or E X Width= 3° 37 1/2 " Height= 6' 79 3/4 Ext(+) 75 psf. > 42.54 psf OK Int() 75 psf > 60.77 psf OK 2-Glazing Options(from Sheet 1) I Glass Type= A 3/8"Lami Nominal 1/8"Annealed Glass,.090"PVB Interlayer of Dupont Butacite, 3/16"Heat Strengthened Glass 3-Elevations(from Sheet 3) Door DLO Height= Height-113/8" DLO Height= 72 5/8" < 84 3/8"Max. OK • DLO Width'X'=Door Width-12 15/16" DLO Width'X'= 21 < 33 5/8"Max. OK 4-Anchor Zone and Spacing(from Sheet 8) { F Elevation =X Jamb=Zone"A" Head=Zone"C" Sill=Zone"C" 4"Min.O.C.for Concrete 6"Min.O.C.for CMU All Jambs Anchor Spacing from Corners= 13 1/4" Max Jambs Anchor Spacing= 23 1/8" Max Doors Head&Sill Anchor Spacing from Corners= 6" Max Head&Sill Anchor Spacing from Astragal Centers= 9" Max Head/Sill Anchor Spacing = 20 7/8" Max 5-Anchor Type and Quantities(fromTable 3.X Doors,Sheet 9) Glass Type= A,B,C,D,E Anchor Type= 1,2 Substrate=Concrete Door Widths= "X"-25.5 to 37.5 Width x HT.=35.5 x 87.75 X-Jamb"A"= 4 X-Head/Sill"C"= 3 Anchor Type= 1 ••• 00:1/*"@LC'PA.CON: ••• 6-Anchor Details(from Sheet 10) • • •• • • • • • •anchor • • ♦♦ • ••• • ••' ••01/4•DLCO1APCDN9* •• Substrate=Concrete Embedment= 1-3/8" Min V • ••• •• •• ••• •lubstraie�CN� , - • r ••i E2nberjne% 1-::4-"• jft ••• EdCd0Distan:e•� 1-3Vt" 4Air• •• • • F • :Almeida B''•rrrrantes 8esid•nce • •9839 rye 1:th A:enug • - •r• �•��ni Sliptes,�l�13�• •i I Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 I i a Door 10 PGT Industries,Inc Series"SGD-770"Aluminum Sliding Glass Doors w/909&1359 corners L.M.I.NOA 15-3013.15 Expiration Date:January 17,2020 Width= 4611/16" Height= 84" I Required Design Pressures + 41.64 psf 58.75 psf 1-Configuration(from Sheet 2) l Configuration=3-Panel Configurations Nom.Panel Width= 46 11/16 2-Anchor Type(from Table A,Sheet 1) Group= 1 Anchor Type= 1/4"Ultracon by ELCO Substrate=Concrete(min 2.85 ksi) { Frame Member= Head/Sill/lamb Min.Edge Distance= 1 " Min.Embedment= 1-3/8" Substrate=Grouted CMU(ASTM C-90,min.2 ksi grout) E Frame Member=Jamb only Min.Edge Distance= 2-1/2 " Min.Embedment= 1-3/4" 3-Glass Type(from Table B,Sheet 1) Glass Type= G3 7/16"Laminated:3/16"Heat Strengthened Glass+ .090"Butacite PVB Interlayer f by'Kuraray America,Inc'+3/16"Heat Strengthened Glass 4-Design Pressure(DP)and Anchor Quantities Required (from Table 1,Sheet 6: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2&3)) Maximum DP for all sizes= +60 psf > 41.64 psf OK - 60 psf > 58.75 psf OK (May be limited by Table 3A) Table applies to Glass Types 3,3A,5,5A,7,7A,8&8A and the Stile/Astragal types shown below. Glass Type= 3 Door Unit Height= 84" DLO= 73-7/8" Anchor Group= 1 Nom.Panel Width= 42 " . DLO= 35 " Anchor requirement Head/Sill= C4+1 Jamb= 8 P-hook= 7+8 r 5-Anchor Location(from Sheet 30) 2-Track Frame Head/Sill 0 Astragal or Interlock (Use where 4 Cluster Anchors are required,"C4") 6-Anchor Spacing(from Sheet 9) Head/Sill Anchor Spacing . .24" •Mex • • • • Head/Sill Anchor Spacing from Corners=• •: 8•"P eMex a e• • Jambs Anchor Spacing•• **921 "••Ma» • • •• ok Jambs Anchor Spacing from the first to second= 5.64" Max Jambs Anchor Spacing from Corners= 6 " Max *00 P-Hook Anchor Spacing• • 149" •Ma» • • r • • • • • • • PRnetda Baaa4teCRApn* 9a7%N C 1E:R tvenDe ;•M�iTniSQor�s+Ft 33=35 :• �: { I Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 L 4 Door 15 PGT Industries,Inc Series"SGD-770"Aluminum Sliding Glass Doors w/90°&1352 corners L.M.I.NOA 15-1013.15 t Expiration Date:January 17,2020 Width= 4611/16" Height= 84" I Required Design Pressures + 41.64 psf 58.75 psf 1-Configuration(from Sheet 2) Configuration=3-Panel Configurations Nom.Panel Width= 46 11/16 " 2-Anchor Type(from Table A,Sheet 1) Group=1 Anchor Type=1/4"Ultracon by ELCO Substrate=Concrete(min 2.85 ksi) Frame Member= Head/Sill/Jamb 1 Min.Edge Distance= 1 " Min.Embedment= 1-3/8 " i Substrate=Grouted CMU(ASTM C-90,min.2 ksi grout) c Frame Member=Jamb only Min.Edge Distance= 2-1/2" Min.Embedment= 1-3/4 " 3-Glass Type(from Table B,Sheet 1) Glass Type= G3 7/16"Laminated:3/16"Heat Strengthened Glass+ .090"Butacite PVB Interlayer by'Kuraray America,Inc'+3/16"Heat Strengthened Glass 4-Design Pressure(DP)and Anchor Quantities Required (from Table 1,Sheet 6: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2&3)) Maximum DP for all sizes= +60 psf > 41.64 psf OK • 60 psf > 58.75 psf OK (May be limited by Table 1A) Table applies to Glass Types 3,3A,5,SA,7,7A,8&8A and the Stile/Astragal types shown below. Glass Type= 3 Door Unit Height= 84 " DLO= 73-7/8" Anchor Group= 1 Nom.Panel Width= 42 " DLO= 35 " Anchor requirement i Head/Sill= C4+1 Jamb= 8 P-hook 7+8 5-Anchor Location(from Sheet 10) 2-Track Frame Head/Sill(@ Astragal or Interlock (Use where 4 Cluster Anchors are required,"C4") 6-Anchor Spacing(from Sheet 9) Head/SillAnchor Spacing 4• Mft Head/Sill Anchor Spacing from Corners=• • 8:" *MIX V: • Jambs Anchor Spacing•• •••21 Mak • • •• ok Jambs Anchor Spacing from the first to second= 5.64 " Max Jambs Anchor Spacing from Corner= •• 6 '0 Max • •• • P-Hook Anchor Spaci%g • • • 14•" •Max • • •00 • • • • • • •• • •• • •• •• r i •thelda Ba!radteL Resjden& 9$70.NC1jAtvenZe ; • f ,.:.MSamiSQor�s.l'L33338 :� •: . F Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 Miami Lakes,FL 33016 Door 11 SIW Impact Windows,LLC ) Series"5-800"Aluminum Out folding Doors-L.M.I.NOA N214-0909.13 Expiration Date:April 02,2020 Width= 38 5/16 Door Frame Width= 230" Door Frame Height= 84" Required Design Pressures . + 43.95 psf 63.89 psf 1-Glazing Details(from Sheet 1) 7/16"Overall Lam.Glass 3/16"Heat Stren'd Glass,.090"Interlayer Butacite PVB By'Dupont', 3/16"Heat Stren'd Glass 2-Typical Elevation(from Sheet 2) Standard Panel Stiles w/Std.Bottom Track 3-Maximum Design Load Rating(from Sheet 2) Panel Size Door Frame Width= 230" Nom.Panel Width= (Door Frame Width-3.625")/6 Nom.Panel Width= 37 3/4" Door Frame Height= 84" Panel Height= Door Frame Height-4.188" Panel Height= 794/5 " Davlite Openings DLO Width= Nom.Panel Width-9.750" DLO Width= 28 < 30 1/4"Max OK I i DLO Height= Panel.Height-14" ) ` DLO Height= 654/5 < 94"Max OK 4 Maximum Design Load Rating y Ext(+) 70 psf > 43.95 psf OK F Int(-) 70 psf > 63.89 psf OK (For Leaf Size shown or smaller)as permitted by FBC Requirements 4-Head Anchors Load Capacity (from Table:Head Anchors Load Capacity-psf(Panels w/std.Stiles),Sheet 8) Panel Width= 40" Door Frame Height= 84" Maximim Number of Panels Allowed= 10 Anchor Type='A' J 6 Anchors at Mtg.Stile Ends Ext(+) 70 psf > 43.95" OK ( Int(-) 70 psf > 63.89" OK 5-Anchor Description(from Sheet 8) Anchor Type'A'=1/4"Dia Ultracon by'ELCO' Min.Length=3-1/4" Directly into Conc.Or Masonry I 1-3/4"Min.Embed into Concrete(Head/Sill) 1 1-1/4"Min.Embed into Conc.Or Masonry(Jambs) Thru 1 x 4 Bucks into Conc.Or Masonry y e •• 1.3 4"Min.•Emb•d intro Cencrmep(Head) 1-1/3"Min.Erybedknto r o' np Os Masoeary(Jambs) AnchorT,?pi;'C'!:/4'D�.dilt0(,4ItQex Sgl&Drilling Screws •• ••}hto Vital S14uctQFesjHe'af1/lambs) Steel: 1/8"Thk.Min(Fy=36 ksi Min.) Aluminum: 1/4"Thk.Min.(6063-T5 Min SHead) Tvoical Fdga • Distanc•••e ••. • •••• ••• •• Into Concrete arfdAasorgy= • •�1/2 ': Mig• Into Metal S•tRictul4•_ :•�/4':• MiR•• • I • • • • • • •Alm• eida Ba•ra• 4eAes•idence•• •a • 1879 N=13i lvem! i • • • q&i Sdpres•ft 34S i• i f Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 • Miami Lakes,FL 33016 i t PGT Horizontal Mullion Window 1 PGT Industries,Inc Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. NOA N2 14-1105.01 Expiration Date:May 26,2016 � y Opening Height= 42 " Mull Length 128 " Required Design Pressures + 43.74 psf - 63.43 psf ` Alum.Tube Mullion 2 x 6 x.25 1-Mullion Capacity(Ibs/ftZ) and Anchor Capacity Required(lbs)(from Table 13A,Sheet 17)Mullion Capacity Table(lbs/ft2) Opening Height(for horizontally-spanning mullions)= 50 " Mull Length= 144 " Rectangular Loading Mullion Capacity(Ibs/ft2)= 125.10 Ibs/ftZ > 63.43 psf OK Anchor Capacity Required(lbs)= 1564.00 lbs > 592.01 lbs OK 2-Anchor Clip Patterns(from Table 13B,Sheet 17)Anchor Capacity Table(lbs) Substrate= 2.7 k Concrete Anchor Type= 1/4"Elco Ultracon Edge Distance= 2-1/2 " Embedment= 1-3/4 " 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig 1&2) Anchor Capacity(lbs)= 890.00 lbs > 592.1)1 lbs . OK I 00 Soo 00 0 0 0 90 r I " • •Y• • ••• a••• ••• • •• • •• • • •• 4 04fie0a Ba4arte=R nCe 9$79.NE'.13:Rtver'Qje : • •:�i3�iiSl�pr�s,E1�3338:• •: Luis Oscar de la Hoz Olivera,P.E.73932 Tadeos Engineering LLC,CA#31229 14750 NW 77th Ct.,Suite 306 + Miami Lakes,FL 33016 + i i PGT Vertical Mullion Window 1 PGT Industries,Inc Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. NOA N° 14-1105.01 Expiration Date:May 26,2016 t Opening Width= 64 " Mull Length 60 " Required Design Pressures + 43.74 psf - 63.43 psf Alum.Tube Mullion 1 x 4 x.125 1-Mullion Capacity(Ibs/ftZ) and Anchor Capacity Required(lbs)(from Table 6A,Sheet 10)Mullion Capacity Table(lbs/ft2) Open Width(for vertically-spanning mullions)= 70.00 " Mull Length= 60.00 " Rectangular Loading Mullion Capacity(Ibs/ft2)= 142.90 Ibs/ftZ > 63.43 psf OK Anchor Capacity Required(lbs)= 1042.00 lbs > 422.87 lbs OK 2-Anchor Clip Patterns(from Table 6B,Sheet 10)Anchor Capacity Table(lbs) Substrate= 2.7 k Concrete Anchor Type= 1/4"Elco Ultracon + Edge Distance= 2-1/2 " Embedment= 1-3/4 " 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig 1&2) Anchor Capacity(lbs)= 890.00 lbs > 422.87 lbs OK + + &In*idl4ftri�ntesresidence • ; ;•9878 NE:3tji jVenue •;. ;• •; 0.ftagi.Shores,TC33138 I r ' w F MIAMI•DADE MIAMI-DADE COUNTY, PRODUCT CONTROL SECTION i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable, rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County'and other areas where allowed by the Authority Having Jurisdiction(AHJ). � I 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 ievoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product'is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"HR-710"Aluminum Horizontal Rolling Window-L.M.T. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15,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 dateE by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement:' "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered'after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision:or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for,sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The, NOA number preceded by' the woids Miami-Dade County, Florida, and. followed by the expiation 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 Itit ett0re,IIOE't•s1ldt bg•provided to the user by the manufacturer or its distributors and shall be available fbi insecLtibn at:h0 j8b site at the request of the Building Official. This NOA revises and renewsi4OAA 11.11 I4.U4:arid consists of this page 1 and evidence pages E-1 and E-2,-as well as'approval document mentioried above. The submitted documentation was reviewed bx ManprlPgrgz,P.E. • •• NOA No. 15-0519.09 MIAMFDADECOUNTY Ex iration Date: December 21,2021 �t?/ r P 1 5 Approval Date:.July 09 2015 •• ••• ppPagel PGT Industries NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED A. - DRAWINGS 1.• Manufacturer's die drawings and sections. (Submitted under NOA Is No. 070815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact";sheets 1. through 11 of l 1, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS i' 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC; TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Eniry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmund o Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1),Air Infiltration Test,per.FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC; TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-4 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.,06-0405.06) . v ••• ••• •.• oil- Manuel_ P re ,P.E. Product Control miner ' g o NOA No. 15-0519.09 . .. . . .. . . ••.• . •expiration Date:'December 21,2021 Approval Date:'July 09 2015 . . . . . . . . . . . . ... . . . ... k r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5" Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE i 1. Miami-Dade Department of Regulatory and Economic Resources(RER). f E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. E F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`b Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by.Carlos S. Riorida,P.E. (Submitted under NOA No. 07=0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window =L.M.I., approved on 02/16/12 and expiring on 12/21/16. .. ... . . . . . .. jw"d&4(�J,44,4,�2- •• ••• •• • • • •• 2 • ••• ••• ••• ••• Man elP V4, . . • Product Control miner •. • NOA No. 15-0519.09 •• Expiration Date: December 21,2021 Approval Date: July 09 2015 . . . . .. • . . . . ... . . . ... . . GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW „P 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER t A.5116 LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-'PVB-INTERLAYER. or SAFLEX PVB or BY B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 118-HEAT STRENGTHENED GLASS WITH A.0901-"PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY C.5/18"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090'"PVB"INTERLAYER. E.7/18"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. SHEET G.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/18"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.000'"PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13116"LAMI IG:(1)LITE OF 1/8"OR 3118'ANNEALED(MIN.)GLASS,5/16"OR 316"AIR SPACE AND 6/16"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS........::..5 I.13116"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.09W"PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,3/18"OR 1/4'AIR SPACE AND 7116"LAMI ANCHORAGE....................8-11 • GONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A.099-"PVB"INTERLAYER. •••••• K.413116"LAMIIG:(1)LITE OF 1/8"OR 3/18'ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI •• • •FONSISTVG%Q(LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. • •••• •••L.93116"LAW"(N)IL9TE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIRSPACE AND 7/16"LAMI • • • CONSISTVVpg g4LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER. r •••••• • • • 2.CONFIGURATIpI16%QX,XO,XOX ••••• 3.DESIGN PRESSLIRM3:(SEE TABLES,SHEET 3) A.IJEGATIVI DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. •••••• ,NA d.POSITIVE DESIGR LbADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. •• 4.ANCHORAGTME 33 6/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 91 • • •V&jTTERS AIg NOT;QUIRED. y PRODUCT REVISED Y a complying with the Ftwids • • •98!H2AME ANDPANE!CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. fAl-I&nis ado • • � ActtP�ee No ♦ Px im110n Date !A'6/ 7 REFERENCES:TEST REPORTS FTLA858,FTL-4859 AND FTL5330. ELCO TEXTRON NOAS - �qiy' rodud Con Q ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE(HVHZ). D �.�`�.�LYNN 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. : O� "' No.5870 CC_ u/_ L.M. 61416 F 67HED/T/ON a FOC UPDATE 1070 7ECNNaocr DRIVE GENERAL NOTES QT''•. FLOR\OP.•'\��` J.J. FBC20f000DECHANOE N.VENICE,FL34275 i'/4"'/ONAk-`EEjf7/11�E P.O.BOX 7529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACTJ.R. ADDED IO CAP TO BETEMPEREO +30FTN07E. •«� ea't+"' •"` �.L�dr1Mu�11kb.E.NOKOMIS,FL 3c274 1/Irfbly Betltrr NTS 1 r 1f 412710 FF.K. J. 923476 'PVB'= ` KURARAY BUTACITE r PVBINTERLAYER 0 or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 21 50 21 50 aEXTERIOR INTERIOR 53 1/2"NOM. 55 GLASS BtITE (ALL SECTIONS) GLASS BITE a 51 60,61,62 51 63,64,65 • •• 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS • • • .090 PVB INTERLAYER .090 PVB INTERLAYER • • **so • • 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS •••••• • • • 5/16"NOM. 7/16"LAMINATED • • •••00:T • 5/1�"LAMINATED GLASS 7116"LAMINATED GLASS 0000•• • • • • • 0000:• 000000 00 as •t -0• 0000• " • • 0000•• •*•0• • •000 •••••• • 0 • • • • •• 0000•• • • • 0000• •• • • •�•.•• •t Z1 0000 50 21 50 • • • •• • 0.000• • 0000•• • 12"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE PRODUCT REVISED 62 52 m complying with the Piarida 66,67,68,69,70,71 72,73,74,75,76,77 Building Code Acceptance No �0 1�2o°�I 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Dane .G'cation .090 PVB INTERLAYER .090 PVB INTERLAYER By 3 1/8'ANNEALED OR HEAT STRENGTHENED GLASS /16"ANNEALED OR HEAT STRENGTHENED GLASS 7/18"LAMINATED � MiOm' 4dc �oduct C n 5/16"LAMINATED 5116"OR 3/8'AIR SPACE 3/16"OR 114"AIR SPACE 118"OR 3/16"ANNEALED OR TEMPERED GLASS,& 1/8"or 3/16"ANNEALED OR TEMPERED GLASSQ 13/16"NOM. 13/16"NOM. LYNN 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI 0,�( 58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. -..0 '. "� 'S rft L.M. N1M16F"R REVISED INTERLAYERMANUFACTURER o _ SATE ,t„r," 1070 TECHNOLOGY DR VE GLAZ/NGDETAILS - %v��'. �loltwP•r�C� J.J. 10/17/i1 E INDCHANGE THIS SHEET N.VENICE,FL 34275 S P.O.IOX 1520 ALUM,HORIZONTAL ROLLER WINDOW,IMPACT. `5rr/'O' NA�- ` JA WWII! D ADDED 10 CAP TO BE TEMPERED *90FTNOTE. 0.rwac •"Ie +� 0�p,r "- ALYNN MII.LEI�`P.E. _ NOKOMIS,FL 74274 �Lrlb(Y�lf� HR7f0 FUII 2 'r 1'1 412710 F P.E.M1 706 F.K. ?/1 M J.J. 323W TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26 36" 38 318" 48" 50 518" 54" 60" 83" 84" A,B,G,H +60.0 $0.0 +60.0 -60.0 +60.0 i $0.0 +60.0 $0.0 +60.0 , $0.0 +60.0 $0.0 +60.0 ' -60.0 +60.01 -60.0 Q 88" A,B,G,H +80.0 $0.0 +60.0 60.0 +60.0 I $0.0 +60.0 $0.0 +60.0 $0.0 +60.0 $0.0 +58,8 -58.6• +56.2 �•2 FOR INSTALLATION IN 106 318" A,B,G,H +60.0 $0.0 +60.0 i -60.0 +60.0 $0.0 +60.0 $0.0 +60.0 $0.0 +60.0 $0.0 +55.2 I -55.2 +52.3 ; -52.3 THE HVHz ABOVE 30 108" A,B,G,H +60.0 $0.0 +60.0 ' -60.0 +60.0 $0.0 +60.0 $0.0 +60.0 $0.0 +60.0 $0.0 +54.6 -54.6 +51.7 -51.7 FT,GLASS TYPES G- LSHALL HAVE A 111" A,B,G,H +60.0 $0.0 +60.0 -60.0 +60.0 $0.0 +60.0 $0.0 +60.0 ' $0.0 +59.5 -69.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 -60.0 AND ANCHOR QUANTITY MAIN UP TO 111" DIE I F +75.0 -75.0 UNCHANGED.JK TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN.WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT ` WIDTH TYPE .ALL HEIGHTS UP TO 63" • ABC •••••• TCB t/16" OHI +60.0 ; -60.0 .' 41048%�/18" 0,E-,R +75.0 i -75.0 ...•.. TABLE 3. lSi. ID XOFLU ME OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) • Wlr�pow �yyss WINDOW HEIGHT IDT H p 28" 36" 38 318" 48" 505181, 54" 80" 83" • 80" +75.0 -75.0 +75+ 0 75.0 +7 . ' - . . - . . . I . .0 -75.0 +75.0 j -75.0 • 68, A:B,G,H :+75.0 -75.0 +75.0 -75.0 +75.0 -75.0' +75.0 -75.0 +75.0 11 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 I -70.2 A,Q,G,H .+75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 -75m .0 +76.0 -75.0 +75.0 -75.0 +69.6 l -69.6 +65.2 -65.2 R plyTREVISED n1 cumplyine with the Florida • Boildllg Colo • • •••bF" A;B, +75.0 -75.0 +75.0 i -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +68.1 68.1 +63.8 i -63:8 AenPlyltt J$-OSZ 20�) irouan Dale �iJ/�L UFM 74" C'D,'F' i +75.0 1 -75.0 0 nrv" ePmduct o GLASS TYPES;TEST REPORT FTL4858()(OX),Fri-4859(OX&XO)AND FTL-6330 A.5/16"LAMI-(1/8"A..090,1/8"A) O.13/16"LAMI IG-1/8`OR 3/16"A(MIN.),5116"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,1/8"HS) H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) C.5/16"LAMI-(1/8"HS,.090,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) \`��pr1V LYNN.... 'lee , D.7/16"LAMI-(3/16"A,.090,3/16"A) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) -NSF E.7/16"LAMI-(3/16"A,.090,3/16"HS) K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) = r: No.53705 F.7/16"LAMI-(3/16"HS,.090,3/16"HS) L.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"HS,.090,3116"HS) LM. 1/1016 1 F NOCHANOETHssHEETSTA C r 1070 TECHNOLOGY DRIVE E P -�- DESIGN PRESSURES ;O� •. a n •'•�� J.J. I W7111 E NO CHANGE 770 SHEET N.VENICE.FL3e2T5 '••.... • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT %;��;Syp . rr,:' JR. drlNil D ADDED IG CAP TO BE TEMPERED *30FTNOTE. P.O.BOx1529 � ey .,,e .,,•,r . k O.Yc 01•r NOKOMIS.ft 34274 Visibly Better A.LY µER.D.E " F.K. tam J.J. =0111 Ha7to NT5 3 + 11 4127-10 F las ~ ° ° ° ° °== MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX.OLD VENT VE NIT FIXED D D 110"MAX.WIDTH I.F.FRAME 1 85 7/16 MAX WIDTH I.F.FRA E Ic WIDTH FLANGE FRAME 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ^ 00000 0 LO FID(MED C DLO VENT SEALANT OR GASKET AT HEAD AND SILL FLANGE AT AHEAD AND SILL A ALL 15 66" CONFIG, 57318" MAX. I.F.FRAME PRODUCT REVISED MAX. DLO ALL as eamplying with the Flutida DLOALL VE TS guil,%.g Code D X—-0 AcceptanceNo FXE 62"MAX. Expitali-Date L:TES I.F.FRAME flo x ALL BY 13 FLANGE FRAME YNN 73"MAX.WIDTH I.F.FRAME VIEW D-D No.58705 74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO STATE OF &14/15 j,'jN0CWNGE7NSSHEET -�l TL HORIZONTAL ROLLER WINDOW,IMPACT i.i. to/17/11 I—E IND CHANGE MS SHEET NOKOMIS,FL 34274 ° ° ° - INTERIOR 37 32 35 22 39 ' 1 22 1s 2 13 EXTERIOR INTERIOR 21 MAX.VENT DLO MAX.FIXED DLO MAX.*T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME MAX. • • ••a • Q ••• 16 ••• • DLVENT O • • • • • • • • • 4 • 6AAX. •••••• •• QED s• • • • • DLO •• • • • • • • I MAX.VENT DLO 43 ••• • • 22 MAX.FIXED DLO ••••• • • + MAX.WIDTH(I.F.FRAME) •••:•• •• • EXTERIOR SECTION A-A • • • 21 •••••• • • • ` (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) • • • •• • 24 • •" • 8 22 21 41 22 PRODUCT REVISED - • • • a complying xiih the Pimida •••••• • 2 . . ... . Nandi,_N 15 0514 0� Atteplam<No %��'''�` • • 8 piralion Date • 12 24 EXTERIOR INTERIOR 7 12 21 HMiemi edo Product 7 EXTERIOR INTERIOR I I I t I I 10 .74ee�i�. 8 \��'• \GENSF F'P i ` C 1,10.58705 _ SECTION C-C SILL HEAD _ - (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) = u • 7 A IS: �x STA E OF L-M !14/16 F NO CHANGE THIS SHEET �. ..�. SECTIONS �O`� F•IORIDi".' �� n,� 1070 TECHNOLOGY DRIVE , J.J. 1 V17111 1 E NO CHANGE THIS SHEET tet. N.VENICE,FL 34275 ALUM.HORIZONTAL ROLLER WINDOW IMPACT C SS�oiv�� lrvr . J.R. d26V11 D NO CHANGE THIS SHEET P.O.BOX 1529 _ a„1e 1II� u w. ' Oarrl�0 —, NOKOMIS,FL 34274 Visibly Blear a A.LYNN INtll R P.E. F.K. 2/T M J.J. 323A)6 HR7f0 H91f 5 11 4127-10 F P.E.g 59705 1.8 Eyyl DWC# DESCRIPTION MAIL PGT# ITEM DWG#REV DESCRIPTION MAT'L PGT# - L •4102 A FLANGEFRAMEHEAD 6063-T6 AL -612237 66 ASS 13116"LAMI IG-1/8"A IN.,3/8"A IR SP 5/16"LAMI l/8"A ..090090 PV 1//8" 2 4025 SASH STOP STD. ANTI LIFT'CLIP) 6063-T5 AL 612244 67 13/16"LAMI 10-1/8"A IN. 3/8"AIR SPACE 5/16"LAMI 1/8"A .090 PVB l//8"H 3' #8 X 314 PH.PAN HEAD 7834AA 68 13116"LAMI 10-1/8"A(MIN.,318"AIR SPACE,5116"LAMI(1/8"HS,.090 PVB 1/8"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063 TS AL 69 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/&'A,.090 PVB,I/8"A) 6 4136 FLANGEFRAMESILL 6063-T6 AL 64136 70 " 13/16"LAMI10.3116"A IN.),5/16"AIR SPACE,5/16"LAM[(1/8"A,.090PVB,1/8"HS Q 7 4137 SILL ADAPTOR 6063 T6 AL 64137 71 13/16"LAMI 10-3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS) p 4131 ROLLERTRACK 6063-T6 AL 64131 72 113/16"LAMI 10-1/8"A IN. 1/V AIR SPACE,7/16"LAM I(3/16-A_090 PVB 3/16"A 10 71298 WFFPHOLECOVFR POLYPIROP. 71298 73 13/16"LAM 11&1/8"A IN. 1/4'AIR SPACE,7/16"LAM[(3/10-A,.090P 3/16-HS) 12 126 WEEP HOLE CONCFLLFOAMPAD 7P71298 74 13/16"LAM IIO.1/8"A(MIN.,1/4"AIR SPACE,7/16"LAM B/16"HS,.090PVB,3/16"HS 75 13/16"LAMI 10 3/16"A MAIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A) 13 4002 A FLANGEFRAME JAMB 6063-T6 AL 612225 76 1 " 13116"LAMI 10-3/16"A(MIN.),3/16"ABR SPACE,7/16"LAM[(3/16"A,.090 PVB,3/16"HS 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 77 „ 13/16"LAMI 10-3/16"A IN.),3/16"AIR SPACE{7/16"LAMI(3116"HS,.090 PVB,3/16"HS) 15 1155 #8 X 1.000 QUAD PN.SMS 781pQA 90 1 1014 1 ISCREEN FRAME OR&VER 3105-H14 AL *240 G SCREENADAPTOR 6063-T5 AL 64110G 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP. B FIX®MEETING RAIL 6063HD-T6 AL 640544 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. WST .187X.230,FIN SEAL 640660 93 1073 SCREEN SPRINGST.ST. A8H TOP&BOTTOM RAIL 6063-TS AL 612240 94 1624 SCR[IIV SPLINE-.135 DIA.FOAM EMP C 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC STP.. 0 X.270 BAC FIN SEAL OUSINGBc GUIDE 42112HD 96 SCREEN CLOTH •• 24• 226 69IlOILERWHEELS BRASS ?BRWHI2 •i•••• •20 41128 MWZQN l'AL ROLLER SASH TOP GUIDE POLYPROP. 44128N ••••• •32 grBUIV"k�WW GRAIL 6063HS T6 AL 64006 2. 10 • • 33 1 5X.270 BACK,FIN SEAL 67S 160 6666• •!9 61096TCH DIE•CAST 71096 •••••• 36 116 .FL.SMS 7858 • __31V 4126RAIL 6063-T5 AL 64126 f 2.824 •••••• SgI 3X.270 BACK FIN SEAL 616830 • U=J .062 • A- 99 •ai70THE RSTRLP.187 X.275 67070K •i•••• 40 "ILST&EILCOVERCAP 74078"C'L OR R 39 JLFFRAMEHEAD 6063-T6 AL 64139 41 I.F.FRAME HEAD 42 4140 IJ.F.FRAMESILL 6063-T6 AL 64140 #4139,6063-T6 43 4141 II.F.FRAMEJAMB 6063-T6 AL 64141 50 GLAZING SILICONZDOW 899,995 OR UNALENI' PRooucrREVISED 51 1224 VINYI.GLAZING BEAD BULB HICK 6TP247W,K as complying with the Florida 52 1225 MINYLGLAZINGBEADBULB 6T'P248K 2.784 Butldmg"N -051 n0 53 4039 B GL.AZINGBEAD-5/16" 6063-T5 AL 64039E Acclrpal' Date Val 54 4044 B GLAZING BEAD-5/16'W/GRILL KIT 6063-T5 AL 644703 .062 3.152 ey Mie I Product 55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 ,082 56 985 C GLAZING BEAD-7/16"W/GRILL KIT 6063-T5 AL 6985 1988 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 t I I I I I t r l 60 GLASS 5/16"IAM[ 1/8"A 090PVB 1/8"A 43 LF.FRAME JAMB �.O LYNN /C #4141,6063-T6 ; N� .... . 61 5/16"LAMI 1/8"A,.090PVB,1/8"HS �.•'�tceNsr '••Fp 62 5/16"LAMI(1/8"HS,.090 PVB 1/8"HS) L63 7/16"LAMI(3/16"A,.090PVB,3116"A _` r 2.710 - No.58705 64 . 7/16"LAMI(3/26"A .090PVB 3/16"HS) ¢2 LF.FRAME SILL - p:_ 65 7/l6"LAMI HS,.090PVB 3/16"HS #4140,6063-Te f1 R'W . ta•r t,hs� �\.• L.M. Nf0/ib F NO aMGE THIS SHEET 1070 TeCHNOLOOY DRIVE - '- _ FCORIOf:•• _ P T PARTS LIST J. faf7nf E NO ONANGE THIS SHEET N.VENICE,FL 31275 d` "' <C ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '/c�r!nR. JA S?W1 f' D ADDED N.'TO GLASS TYPES /r r t t I I l t t nw" aAr Oak NOKOMBS FL 91274 VLr(b(y Fetter HR7f0 NTS• 8 �� "'" A LYNN MILLER,P.E. • 11 4127-10 F P.E.1150705 F.IL T/!S!tl8 J.J. 3!23!DB i i �1.513� 062 A M 1.187 �0 .738 a 3.'52 1.443 1. 73 '062 O SASH STOP COVER 3 .062 3. 90 4 #4053,6063-T5 1. 22 FLANGE FRAME HEAD 2.784--1 #4102A, O O FLANGE FRAME SILL O FRAME SILL ADAPTER I #4102A,6063-T6 #4136,8083-T6 #4137,6063-T6 1.383 „ .062 061 1187 062 13 FLANGE FRAME JAMB I #4002A,8063-T6 490 ' 43�r46 F�1.403� •�..•• ��: 2 �•tTSASH STOP 8 FIXED MEETING RAIL O• - 6083-T6 #4131,6083-T6 O HORIZ.ROLLER TRACK 17 #4054B,6063HO-T6 • • •• � 5, • ••••• • ••••062 2. 79 ••••• • • w • • • 082 2.:26 O5� •••••• • •• 1. 83 1. 87 149 • .062 • • • • •• .878 •••••• •• • • 349 1.081 1.291+1 • . ..••1 Lose :••••: ' SASb?TpOP l BOTTOM RAIL O SASH MTG.RAIL O SASH SIDE RAIL O GLAZING BEA ,5/16" PRolxlcrRsvfseD ". u mnplying wish fho PIwWe 32 37 53 Bulding Code • 33,6063-T5 MOND,6063HS-TB #4128,8083 T5 #4039B,8083 T5 Acceplw�ceNo IS'0519.0� trefion Dara 1 Mieioi eProduct 1 678 •878 678 .683050 050 44511 1111�� .050 II• ' I 1.096 }�—�{� 1.096 }f—�{T 1.115y�� —fes— ��1.097 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56` GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" `��rON..�YHH.�.lz,, 54 #40448,6063•T5 #4222A,6063•T5 '#986C,6063-T5 #4067.6063-TS P� .• ��GCNSF' Fp �� USED W/GRILL KIT) (USED W/GRILL KIT) `T` 1,10.59705 ;~ L.M. 5114/16 F NOCHANGE THIS SHEET >� EXTRUSIONS ;'`�C,•.FtoNfo�.•'��` RwE - 1070 TECHNOLOGY DRIVE J.J. 10117/11 E NO CHANGE THIS SHEET. N.VENICE.FL 31275 Tom` S ALUM.HORIZONTAL ROLLER WINDOW,IMPACT E�\' J.R. H@Wt1 D NO CHANGE THIS SHEET P.O.BOX 1528 a� a,,,i. •�yoy ,y,. ��(� n,.rt.e oar: NOKOMIS.FL 34274 V1tl6fy Betnsr HRT10 I"IeII 7 s�� 4127-10 F A LYP.E 058 b.E. --F.-Kr 2/28A76 J.J. � aw ANCHOR COW 7171ES,XOX 114112-1/4 WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPfiIHE OOD Z CONC 1,CONC 23,WOOD 2,CONC 1,CONC 1-1/4"ELCO,TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-7112 STEEL SCREWS(G5) &SUBSTRATEES ZONES ZONES ZONES ZONES ZONES Q '• N y I v1 u1 1 m 10 2.GLASS TYPES; FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW 812@ SILL g HEAD&81LL; HEAD 8 SILL HEAD&SILL i HEAD&SILL 1f HEAD 8 SILL;� A.5/16"LAMI-(1/8'A,.090,1/8'A) �' ' I' laB.6/16'LAMI-(1/8"A,.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A W C.5116"LAM]-(1/8 HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125 x 38.375 2+i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 D.7/16"LAMI-(3/16"A,.090,3/18"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 E.7N6"LAMI-(3/16"A,.090,3/16"HS) F.7116"LAMI-(3/16"HS,.090,3/16"HS) 60.62bC2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 G.13/16"LAMI IG-118"OR 3116"A(MIN.),5116"OR 31W SPACE,5/16"LAMI-(1/8"A,.090,178"A) 54.00002+1;3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13116"LAMI IG-1/8"OR 3116"A(MIN.),5116"OR 318"SPACE,5/16'LAMI-(1/8"A,.090,1/8"HS) 1. 13/16"LAMI IG-1/8'OR 3/16"A(MIN.),5/16'OR 318"SPACE,6/16"LAMI-(1/8"HS,.090,1/8"HS) 60.000C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1(3 1+C2+1+C2+1;3 1+C2+1+02+1 3 1+C2+1+02+11 3 J 13/16"LAMI IG-1/8"OR 3/16'A(MIN.),3/16"OR 1/4'SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) 63.000 C2+1 i 3 1+C2+1aC2+1'3 1+C2+1+C2+1 3 1+C2+1402+1 3 1+02+1+C2+1 3 1+C3+1+C3+ti 3 K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16'OR 1/4"SPACE,7/16'LAMI-(3/18'A,.090,3/18'HS) . L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16'HS,.090,3116'HS) 60.ODOx 38.375 1+C2+1+C2+121+C2+1+C2+112 1+C2+1+C2+1'2i+02+1+C2+1 2 1+C2+1+02+1 2 1+02+2+C2+12 8.000 1+0241+C2+1 3 1+0241+C2+1 3 1+C2+1+C2+iF 3 1+C2+I+C2+i 3 1+C2+1+02+11 3 i+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING • • • DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. • • ••• 826 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1i3 1+C2+1+02+1 3 1+C2+1+C2+11 3 1+C2+2+02+113 •••• 1.000 1+02+i*C2+ 3 1+C2+1+ 2+1 311+02+1+C2+1 3 1+C2+1+C2+1�3 7+C2+1+C2+1�3 1+C2+2+C2+1I 3 HEAD&SILL: 101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • •• 25 3/4"MAX.FROM CORNERS. • ••••• • •60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1I 3 1+C2+1+C2+1 3 1102+1+C2+11 3 i+C3+2+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. • 63.Oo0 1+22f1*C2+ 3 i+C2+1+C2+1 3 1+C2+1+C2+1�3 1402+1+C2+1 3 1fC2+1+C2+1 3 1+C3+2+C3+11 3 • � TABLE KEY: • •••• 74.000.38.375 1+C2+2+ 2+ 2 1+02+i+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1i2 1+C2+2+C2+1)2 1+C2+2+C2+1 2 X O X •- • 42.000 1+GY++�+ i3 1+C2+1+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+13 14C2+2+C2+1 3 1+C2+2+C2+1;3 1+C3+4+C3+1 3 -ANCHOR QUANTITY-PER JAMB • • 50.626 I+U++ + 3 1+C2+1402+113 1402+2+02+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+C2+2+G2+1�3 HEAD AND SILL ANCHOR QUANTITY. - ••••• ; A CLUSTER OF(3)ANCHORS CENTERED •••••s/.000 1+ ++bif 3 i+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+1;3 1+C2+2+02+1 3 1403+2+03+1 3 AT EACH MEETING RAIL PLUS(1) • • • •••••• x.000 i+Ct+2+C141 3 1+C2+1+02+1 311+02+2+C2+1 3 1+C2+2+02+1�3 1+C2+2+02+1 3 1+C3+2+C3+i.3 ANCHOR AT EACH OPERABLE VENT • • • PLUS 4 ANCHORS AT FIXED SECTION. 63.000 14Cl+l�ClN13 1402+1+C2+1,3 1409+2+C3+1�3 i+C3+2+0341;3 1+C2+2+02+1 3 1+C3+2+C3+1 3• ( ) •••••• (12)ANCHORS TOTAL AT HEAD AND SILL. • x 8.378 14Ct4t+OlM 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+0241 2 1+C2+3+C2+1 2 •• • •48.000 141C2+2#02+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 31 (3"MIN.O.C.ANCHOR SPACING) •••••• :0.626 i+02+2fC24M 3 1+C2+2+C2+1 3 i+C2+2+C2+1'3 1+C2+2+C2+1 3 1402+2+C2+1 3 1+C3+3+C3+1 3 ••••• 25314"max. • 67.000 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+1i3 1+C2+2+C2+13 1+C2+2+C2+1 3 1+C4+3+C4+1 3 �3"MIN. 60.000 1+C2+2+02+1,3 1+C2+2+C2+113 1+C3+2+C3+113 7+03+2+C3+1l3 1+C2+2+02+1 3 1+04+3+04+113 63.000 1+C2f2+C2+1 3 1+C2+2+C2+113 I+C3+2+C3+11 31 1+C3+2+C3+1 3 1+C2+2+C2+1 3 i+C4+3+C4+1131 9'REF. X O X T PRODUCT REVISED 106.375%36.376 1+C2+2+C2+11 2 1+C2+2+02+1 2 1+C2+3+C2+1I2 1+C2+34C2+1 2 1+02+3+C2+1 2 1+C2+4+C2+1 2 I B ingwith ueFlwide BuildingCode 46.000 i+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+03+1 3 1+C2+3+02+1 3 1+C3+4+C3+1'3 MTG.RAIL,TYP. ncccp�anco No I -O51q•�2) 60.625 1+0243+C2+1 3 1+C2+2+CZ+1 3 1+C3434C3+1 3 1+03+3+03+1 3 1+0343403+1 3 1+03+4+C3+1 3 EXAMPLE CLUSTER W1 QTY.OF(3)ANCHORS Ex°im'io Dale 64.D00 1+C3+3+C3+1'3 1+C2+2+C2+1 3 1+C3+3+C3+1,3 1+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C4+4+04+11 3 (SHOWN IN TABLE KEY ABOVE) M.- nae oduot 60.000 1+C3+3+C3+113 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+04+3+C4+1�4 1+C3+34C3+13.1+04+4+C4+1 3 , 63.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C4+3+C4+1 3 7+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+13 25 3/4'MAX. 111.000%38.375 14C2+3+02+112 1+C242+C2+1 2 1 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 2 1+C2+4+02+1 2 1 rT 1--3"MIN.1,I I I 48.000 1+C2+3+02+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+03+3+03+1 3 1+C2+3+02+1 3 1+C3+4+03+1 3 „J-_ \��L�\� YNN 9"REF. X O X •." !!. 50.625 1+C2+3+C2+1 3 1+ 2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+03+3+C3+i 3 1+C3+4+C3+i13 I F ��•••'��GFNS�: .,�,Q Q : 64.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 I+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C4+4+04+1 3 No 50705 _ 60.00D 1+C3+3+C3+1 3 1+C2+2+02+i 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 i+C3+3+03+1 3 1+04+4+C4+113 MTG.RAIL,TYP. 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+05+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS o 7�ow. lS r l;u LJN. NfU15 F NOCF4WGETH18SHEET._ - (� sf/�C P 1� - ANCHORAGE SPACING,XOX 1/4-1/2-1/4 •. F�,.oP..• ��" .... .CHNOLOG 2W J.J. 10%7/if E NOCHMGE 7H/88HEET N.VENICE.1L 31475 ii,"'3/' ..::... P.O.BO%1528 ALUM.HORIZONTAL ROLLER WINDOW IMPACT �,, C?iVP,1- J.R. -&W11 D ED 10 CAP 70 BE 7EWERED +SOFT NOTE a NOKOMIS,FL 30271 i/(*11,(y gem X11 b"� �` °ir"°n` ""` '%- LYNd14AILL��t�P.E. OY 0w n.aor - "; NR7tO NTS 8 11 4127-10 F REAW705 F.K. 2/2&UB J.J. maw ANCHOR QUANTITIES XOX 113-1/3.113 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H- GLASS TYPES C,D,E,F,I,J,K,L v ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1.CONC 1.ANCHOR TYPES: &SUSSTRATfi ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4'ELCO TAPCONS�2-114'ELCO SS4 CRETE-FLEX 3412 STEEL SCREWS(G5) :N m IN IN !m rA 2.GLASS TYPES: Qp WINDOW SIZE HEAD&SILL! HEAD&SILL HEAD 6 SILL j HEAD&SILL i HEAD&SILL HEAD&SILL! A.5/16"LAMI-(1/8"A,.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W y -, I '� B.5116'LAMI-(118"A,.090,11W HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 38.376 1+C2+1+C2+112 1+C2+1+C2+1!2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1;2 1+C2+1+C2+1 2 C.5116"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+132+14132+1 j 3 1+132+1+132+1!3 1+132+1+132+1 3 1+132+1+132+1:3 14132+1+132+i'3 1+132+1+C2+11 3 D.7/16"LAMI-(3/16'A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 60.626 1+132+1+CZ+11 3 1+132+1+132+1�3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /+C2+1+C2+113 1+C2+1+C2+1'31 E.7/18"LAMI-(3/18"A,.090,3118"HS) ! 1 ! F.7/16"LAMI-(3/16"HS,.090,3/16"HS) 54.000 14C2+1+C2+1!3 1+0241+C2+11 3 1+C2+1+C2+1 3 1+02+14132+1;3 1+C2+1+C2+1;3 1+C2+1+C2+113 G.13118"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8'A,.090,118"A) 60.000 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1:3 1+C2+1+C2+1 3 H.13/18"LAMI IG-1/8"OR 3/16-A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(118-A..090.1/8'HS) I. 13/16"LAMI IG-118"OR 3116-A(MIN.),5/16'OR 318-SPACE,6/1W LAMI-(1/8'HS,.090,1/8"HS) 63.000 1+132+1+132+11 3 1+C2+1+C2+1 i 3 14C2+1+C2+1 3 1+02+1+C2+113 1+C2+14132+1 3 1+q+14133+1 3 J.13/18"LAMI IG-118"OR 3/18"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116'A..090,3116-A) 53.125x 38.375 1+C2+1+C2+1 2 1+132+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1!2 1+C2+1+C2+1I 2 1+C2+1+C2+112 K.13/16'LAMI IG-1/8'OR 3/16"A(MIN.),3116'OR 1/4"SPACE,7/16"LAMI-(3/16'A.090,3/16"HS) 48.000 1+C2+1+C2+1'3 1+02+1+C2+1:3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1!3 1+C2+1+C2+11 3 L. 13/18'LAMI IG-,1/8"OR 3/16"A(MIN.),3/16`OR 1/4"SPACE,7/16"LAMI-'(3/16"HS,.090,3/16"HS) 50.625 1+132+1+C2+113 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C2+1+C2+1 3 1+C2+1+C2+113 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 14C2+1+C2t1'3 1402+1+C2+1;3 1+C2+1+C2+113 1+C2+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1,3KI+C2+I+C2+1 +1 3 63.000 14C2+1+02411 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 +1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 x 38.375 1+C2+1+C2+112 1+02+1+C2+1 i 2 1+C2+1+C2+il 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 +1 2 25 MA3/4"MAX.FROM CORNERS ! 1 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2'MAX.O.C. 48.000 1+02+1+C2+113 1+132+1+132+113 1402+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1!3 +1'3 TABLE KEY: •50.625 1+132+1+C2+1!3 1+02+1+C2+1:3 1+C2+1+C2+1;3 1+C2+1+C2+1!3 1+C2+1+C2+1 32+1 3 X O X ••••54.000 1+132+1+132+1'3 1+C2+1+C2+1'3 1+C2+1+C2+1:3 1+C2+1+C2+1 3 1+C241+C2+11 33+13 1+133+1+133+1 3 -ANCHOR QUANTITY PER JAMB 0000 •60.000 1t 1+132+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1!33+1 3 • HEAD AND SILL ANCHOR QUANTITIES 0 ••63.000 132+ +1'3 1+62+1+132411 3 1+132+1+132+1 3 1+133+1+133+13 1+132+1+13211 3 1+q+1+133+1 3 • •••• .000 x018.375 1.412.1."1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 211+02+1+C2+112 1+C2+1+C2+1 2 A CLUSTER E (3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) • • • 48.000 ljW*l 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1.3 1+C2+1+C2+1,3 1+02+1+C2+113 ANCHOR AT EACH OPERABLE VENT •••••• 60.625 i+ 2+1 +1 3 1+13211+132+1I 3 1+C2+1+C2+/ 3 1+C2+1+C2+1!3 1+C2+1+C2+1 3 1+C3+1+C3 i 3 PLUS(1)ANCHORS AT FIXED SECTION. • • ••••64.000 1•C241+C2.1 3 1+132+1+132+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. ••••• %0,000 1t +1•.3 1+132+14132+11 3 1+C2+1+C2+1i 3 1+03+1+C3+1!3 1+C2+1+C2+1'3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) ••• •• • 63.000 "M"6201 3 1+132+14132+1 3 1+q+1+133+1 3 1+C3+1+03+1'3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 " •••••• . 1138.375 1+Q2614Q2.1 2 11+C2+1+C2+1 2 1+C2+1+C2+1 211+ + 2!! 2 1+02+1+02+1 2 1402+1+C2+1 2 25 3/4'MAX. • 48.000 1 1 1,3 1+C2+1+C2+1!31+C2+1+C2+1 3 1+132+ 2+113 1+132+1+C2+113 1403+1+C3+1 3 I �{[--3'MIN. • • J- • 60.626 t+C2+1+CC2+1 4M+ 24h 3 1+132+1+132+1 3 1+132+7+132+1�3 1+132+1+132+113 1+132+1+132+113 14q+taC3+1 3•4000 3 1+132+1+132+1 3 1+132+14132+1 3 1+132+1+132+1 3 1+132+1+132+1 3 1+q+1+133+1 3 9"REF. X Oi•%0.000 1+132 1'3 1+C2+1+C2+1.3 1+C3+1+C3+1 3 1+C3+1+C3+1 j 3 1+C2+1+C2+11 3 1+03+1+C3+1,3 mR plyT REVISED •••••• as complying with the Florid" • • ••• 63.000 t•C2+10GE+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+03+1!3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 BuildingCodc • ,� 8.375 1+C2+1+C2+1 2 1402+1+C2+11 2 1+C2+1+C2+1 2 1+C2+-1+C2+1 3 1+C2+1+02+1 2 1+C2+1+C2+1 2 MTG.RAIL,TYP. Ac«pwncc No S-D �,Qq' 43.000 1+C2+1+C2+1:3 E+C2l+C2132+1:3 1+C2+1+132+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 EXAMPLE CLUSTER W/QTY:OF(3)ANCHORS rs1onDd1e /L02 60.626 1+q+1+C2+1 3C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1!3 1+C2+1+132+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) °y Mi I oda Product Con 64.000 1+C2+1+C2+1 3 +C2+1;3 1+CS+1+q+1 3 1+C3+1+C3+t 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+02+1+C2+113 1+C3+1+C3+1 311+C3+1+03+114 1+C3+1+03+1 3 1+C3+1+C3+1 3 25 3/4"MAX. 1 1/2"7YP. 63.000 1+133+1+C341 3 +C2+1 3 1+03+1+C3+1 3 1+C3+1+03+P 4 1+C3+1+q+1 31+C4+1+C4+14 . If3'MIN.88.437x 38.375 1+132+1+C2+1 2 +C2+1 2 1+132+1+C2+1 2 1+C2+1402+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ��`�Op1'1 1. 4//9'REF.48.000 1+C2+1+C2+1I3 +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+113 1+q+1+03+1 3 X O X ` �60.626 1+132+1+C2+1 3 +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1�3 1+C2+1+02+113 1+C3+1+C3+1 3 '}.,:•64.000 1+C2+1+C2+1!3 +C2+ti 3 1+q+1+C3+1 3 1+C3+1+C3+11 3 14C2+1+C2+1 3 1+C3+1403+1 3 _ No.58705 = 60.000 1+0241+C2+1i 3 1+C2+1+C2+1�3 1+q+1+q+11 3 1+C3+1+q+1 4 1+C3+1+q+1!3 1+C4+14134+1 4 MTG.RAIL,TYP. ... EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS 63.000 1+C3+1+C3+1 3 1 1+C2+1+C2+1 3 1+C3+1+C341 3 1+C3+1+q+1:4 1+C3+1+C3+11 3 1+C4+1+C4+1 4 t�!w LJN� 614116 'F NOCHANGEMSSHEET ANCHORAGE SPACING XOX 113-1/3-1/3 R.wwFfffLo2n10b� --J RayWr 1070 TECHNOLOGY DRIVE j`'�� •'•• ....•• N, rJ. 10/17111 E NOCHANOETHISSHEET N.vENICE,Fi3+275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �si,,,'I �. JJ7. NTO/i1 D D IO CAP TO BE TEMPERED +3WT NOTE. P.O.BOX 1525 �� rr� ai.e „� - x"„ - 0"' NOKdVIIS.FL J/271 Vlrtb(y Becter HR710 NTS 9 11 4127-10 F A.LYHN g 5 P.E. F.IC ?2&178 J.J. 32&W ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2.3.WOOD 1 2,CONC 1,CONC 2,3,WOOD 1 2,CONC 1,CONC 1-114'ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3'#12 STEEL SCREWS(G5) 8 SUBSTRATE ZON I ZONES ZONES ZONES ZONES ZONES 2 GLASS TYPES: m Q0 �_ A.5/16"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE (q I�(A LL](� I W N 111 V1 1. W U B.5118"LAMI-(1/8"&.090.118"HS) FT,GLASS TYPES G-L SHALL HAVE A, V = ' ' _ I, 2 e8 ' =alj ! ' _ "D ..2 C.5/16"LAMI-(1/8"HS,.090,11W HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7116"LAMI-(3/16"A,.090,3116'A) ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 X 38.375 1+C2+1 2 1+C2+1 2' 1+C2+1, 2 1+C2+11 2 1+C2+1 2 1+C2+1 2 E.7/16"LAMI-(3116"&.090,3116"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 1 3 1+C2+11 3 1+C2+1 3 F.7/16"LAMI-(3/16'HS,.090,3116"HS) G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16'OR 3/8"SPACE,5/16"LAMI-0/8'A,.090,1/8"A) 50.625 1+C2+1 3 1+C2+1 3 1+102+11 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16'OR 3/8"SPACE,5116'LAMI-(1I8"A,.090,1/8"HS) 54,000 1+C2+1 3 1+C2+1 3 1+C2+1! 3 1+02+1 3 1+C2+11 3 1+C2+1 3 I. 13116'LAMI IG-1/8'OR 3116"A(MIN.),5/16'OR 3/8'SPACE,5/18"LAMI-(1/8"HS,.090,1/8"HS) J.13/16"LAMI IG-1118'OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16'LAMI.(3/16-A,.090,3/18'A) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1, 3 1+C2+1 I 3 1+C2+1 3 1+C3+1 3 K 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16'OR 114'SPACE,7/16'LAMI-(3116'A,.090,3/16'HS) 63.000 1+C2+1 .3 1+C2+1 3 1+C3+1 i 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 L. 13116'LAMI IG-1/8'OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/18"HS,.090,3/18 HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+1 2 - 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ••••48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1+C2+1 j 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. ••••• •••• 50.625 1+CL4M 3 1+C2+1 3 1+C3+1 i. 3 1+C2+1; 3 1+C2+11 3 1+C3+1 3 HEAD 8,SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • • •54.000 RC2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1• 3 1+03+1 3 18 3/4"MAX.FROM CORNERS. •••••• • ... ••0 60.000 1+C3+ 3 1+C2+1 3 1+C3+11 3 1+C3+1 13 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. • •• • 63.000'.6+008 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1' 3 1+C3+1 3 TABLE KEY: O x •••••• §3Ae9 x 38.375 IiC2* 2 1+C2+1 2 1+C2+11 2 1+C2+1 12 1+C2+1 2 1+C2+1 2 2+C3+2 3 f-ANCHOR QUANTITY PER JAMB ••••• • ••4g 000 j 3 1+C2+1 3 1+C3+1' 3 1+C2+1 3 1+C2+11. 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES • • ••••• •50.625 J tCr2t1 3 1+C2+1 3 1+C3+1; 3 1+C2+1 3 1+C2+1 j 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS • • ••• 54.000• + +t 3 1+C2+1 3 1+C3+1 3 1+C3+11 3 1+C2+1 i 3 1+C3+1 .3 CENTERED ON THE MEETING RAIL •••••• 60.000. 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE • • • VENT AND FIXED SECTION.(7) 41:0990 • 63.000 1*C3+1 4 1+C3+1 3 1+C4+11 3 1+C3+1 4 1+C3+11 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. .6O.90�: 38.37 5 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+1 3 1+C2+11 2 2+C2+2 2 • (3"MIN.O.C.ANCHOR SPACING) •i•••• 48.000• 1i +4 3 1+C2+1 3 2+C3+2• 3 1+C2+1 3 1+C2+11 3 2+C3+2 3 ••••i 50.625 1+C3+ 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 8 3/4"MAX. • • 54.000 1+03+1 4 1+C2+1 3 2+C3+21 3 1+C3+1 4 1+C2+11 3 2+C3+2 3 -►{1►--3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"REF. X p 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 T - - PRODUCT REVISED 66.000 X 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 i as complyide ng�vi1h the Florida MTG.RAIL Bec t. - 48.000 2+C2+2 4 1+C2+1 3 2+C3+2i 3 2+C2+2 4 1+C2+11 3 2+C3+2 3 A[[[p1aKeTbl5-O I 21 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS F."°`i°"Da" 50.625 2+C3+2 4 1+C2+1 3 2+C3+21 3 2+C3+21 4 1+C2+11 3 2+C3+2 3 By 54.000 2+C3+2 4 1+C2+1 3 2+C3+2i 4 2+C3+21 4 1+C2+11 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) M; ; ePmd=t trot 60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+21 4 1+03+11 3 2+C4+2 4 18314"MAX. 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 2+C3+2 4 1+C3+11 3 2+C4+2 4 1 1/2"TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C2+2 3 2+C2+21 2 2+C2+2 3 1--3"MIN. 48.000 2+C3+2 4 2+C2+23 2+C3+21 4 2+C3+2' 4 2+C2+2 3 2+C3+2 4 9"REF. X p 50.625 2+C3+2 4 2+C2+2 3 2+C3+2j 4 2+C3+2 4 2+C2+2 3 2+C3+2 �1 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2' 3 2+C4+2 4 I _ ;c. No.56705 MTG.RAIL _ 60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2 5 2+C3+21 3 2+04+2 4 - - EXAMPLE CLUSTER W/QTY.OF.(4)ANCHORS :v`•, CC rt= 63.000 2+C3+2 4 1+C3+1 3 2+C4+2, 4 2+C4+2 5 2+C3+21 4 2+C4+2 5 ,�O oeo•K TATE t M" cwuls 11 ""F` rroa+.woE7rllssl+EEr - ANCHORAGE SPACING,-OX AND XOW/NDOWS = K"...FlomoP. 1070 TECHNOLOGY DRIVE t•r �%� ..7•�•..r.N�\ RFJKC 1W17/11 E NO CHANGE 71113 SHEET N.VENICE,FL 34275 1 //)��/'`�- """"� P.O.80%1528'° �- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 62W11 D ADDEDIGCAPTOBETEMPERED +JOF7NOTE. wr4re"[ gar �"` �"'O� ""` aLYNN1 kLka P.E. o1w NOKOMIS,FL 34274 V4161y Better NR710 NTS 10 a 11 4127-10 F P.E.i158705 ?/1&178 J.J. &2" t -1 3!4'MIN.E.D.TYP. NOTES: MIN.3.4 KSI I 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO CONCRETE •. 1 1"MIN.EDGE NOTE 3 13/8" TAPCONS EMBEDED 13/8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. r.� ';' ;: NOTE1 1x WOOD o• 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4'SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS " II'V "© THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY.TO SOLID CONCRETE OR MAX. MAX.J CMU:WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR; - ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6D63-75 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1l8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET;THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 13/8" 1/4"MAX.SHIM 11114"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU)' OR 2-12"MIN.EMBEDMENT PER NOTE 1 O (3.4 KSI CONCRETE) • ••YIIOOD ' CONCRETE •••••• ANCHOR, -f ANCHOR, ��LLL • T EXTERIOR INTERIOR • ISE 2 NOTE 1 1 3/4" • • • "MIN.EDGE �"? MIN.E.D (HEA &SILL DETAILS A,B.C,D, &H) •••••• • • .. TYP. ••••• 4 ••••• 2x WOyD BUCK,NQ:E 3• 1x WOOD BUCK,NOTE 3 INTERIOR SEE NAILING • • 5/8"MIN.EDGE •••• • DrE�/tIL E DETAIL F (JAMB DETAILS E,F 81) ••••• • • EXTERIOR •••;.. • d i?"L FLANGE FRAME JAMB SECTIONS 5/8"MIN. • • • , •••••• • •• CONCRETE•• •• wood DETAIL H (HEAD) • • ANCHOR, ••••• ANCHOR, • • MOTE 1 NOTE 2 NAILING •••••• • • 009!1 ••• .131 DIA.MIN.x 21/2"NAIL • • • • • AT CORNERS AND 5"O.C. PRODUCT REVISED •••••• • • TYPICAL DETAILS G,H 61. as complying with thoFbdda • • •••• • •• Building Code' •• MAX. MAX. ncp retion Date SHIM SHIM 1 a /8"MIN.EDGE By ___I_ Mi Dado Ptodttcl tro SEE ..i.. NO 1 1318 MIN. NAILING E4'MIPN. 2-1/2"MIN. SEE NAILING ` � LYNN MIN.3.4 KSI 1.f�1IN•EbGE �a �\cENSC'•.• CONCRETE 2x WOE ' DETAIL C BUCK, n DETAIL D 2-1/2"MIN.EMBED NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) No.EOTns _ TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS R.,yw o."w" � �'•. STATE F •,'.�J` LAI. N14116 F CORRECT OPTIONAL BUCKNOTETOINCLUDE CMU ANCHORAGE DETAILS ;;�.S.,F.L01:11?P•••�Cj��' a,yer 1070 TECHNOLOGY ORNE J.J. 1O-WW17/i1 E NO CHANGE THIS SHEET N.VENICE,FL 3.275, �— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT J.R NIW11 D NO CHANGE THIS SHEET P.O. 1528 sate Mnc •, •.wox. p,,. - �, t>rNr Cadrr t>a�a• NOKONS.FL 3927. Visibly Better A LYNN MILLER P.E. F.K. T281m J.J. 323�OB HR7f0 Half 11 • 11' 4127-10 F P.E.056705 MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL'SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,`Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 I NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries i 1070 Technology Drive North Venice,FL 34275 SCOPE: ' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section W 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.' I This product-is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of,10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer, signed and sealed by Anthony 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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each-unit shall bear a permanent label with the manufacturer's naive or logo, city, state, model/series, and following statement; "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. i 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 ANe NOA•shall be6 ptovided to the user by the manufacturer or its distributors and shall be availablbjor»lsljecliop at lHobsite at the request of the Building Official. a This NOA revises NOA#13-0502.032nd tbnsists of thispage 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. 'The submitted documentatigyr)yaspviewod byManuolJPejw,P.E. • NOA No. 15-0528.26 MIAMMADE COUNTY a Expiration Date: February 19,2019 Approval Date: July 09 2015 • Page 1 . . . . . . . . . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, 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 f • 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 an aluminum fixed window,prepared by Fenestration*Testing Laboratoiy,,Inc.,Test Report No. FTI;-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,,P.E. (Submitted underprevious NOA No.-13-0502.03) 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 an aluminum fixed window,prepared by)~enestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) C. CALCULATIONS. 1. Anchor verification calculations and structural analysis, complying with FBC-5rn Edition (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 i a D. - QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). . . . . . .. ... ... :.. . ••• Manue Perez , . Product Control Exa er • •• NOA No. 15-0528.26 .. . . .. . .. . • 090 •0 • Expiration Date: February 19,2019 r Approval Date: July 992015 • -1 . . ... . 0 0 ... . . . ... PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®,(Clear and White) Glass Interlayers"dated 06/25/15, . expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, 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. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated M 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. , (Submitted under NOA No. 03-1105:01) G. OTHERS 1. Notice of Acceptance No. 13=0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed'Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. I • ••• •` ••• ••i ••• Manuel Peipz, JE • • Product Control Fliaraftler ' " •• • •• NOA'No. 14 .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE B SMALL MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48"TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'BUCK WIDTH 48"BUCK WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 441/4'VISIBLE 45-1/4"VISIBLE 45.1/4'VISIBLE 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH PRODUCT R13VISED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 8'MAX. D,SHEET2"MAX. B complying with da Florida 6'MAX. rIF,, EET 8 Baildiag Cade. LITE(CAP)MUST TEMPERED. B,SHEET 6 EET 9 Accaplaooe No I5-O inWon Dale 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, i USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY B ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Mi ode Produtl Co -C E,SHEE,SHEET S WERE SOUTHERN PINE,ASTM 090 CONCRETE MASONRY A A C SHEET7 G,SHEG, HEET9 < TH EDITION FB UPDATE ll UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS SHE BK' SHEET7 Be* ' HEIGHT _� BUCK DATE: 7!02/15 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE ___ HEIGHT m CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE 83-7/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 82.1/4" � / WOOD BUCKS DEPICTED AS 2X ARE 1-11r THICK OR ,2"MAX / VISIBLE 12'MAX. VISIBLE VLIGHT ISIBLE GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I / LIGHT O.C. I VISIBLE 5"MAX. / HEIG... DESIGNED TO PROPERLY TRANSFER LOADS TO THE I / HEIGHT i / LIGHT D.C. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 98' HEIGHT I / 96' co Y Q THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO i BUCK W a .naa ARCHITECT OF REC�tD,(AOI;t. I TIP I HEIGHT •••••• ..� HEIGHT _ i 0Ln co C3 ••RLA➢I"R EMBEDMENT TO I SE MATERIAL SHALLWE I e,e0 O N *BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 I` O a cV to SYFFICIENT EMBEDMENT.MORROW J01W SEAT IS USED 1 I' I -L 4ON ALL FOUR CORKERS SF TRE FRAME.INSTPLLATlON - O ro G'..1 0 W n ••A1"R3 SHOULD B!! Lu L SH NG �SAEALEE.OVERALE)R WA 0 •$•SNC Iy7}� F.SHEET 81I Z LL `1i Z u a0 1f�S T OON S HALE E DONY TEGY F1 OTHEkVI$T�EYONDF MAX. SHEET 8 �— 12'MAX.D.C.O.G —i ETI, Fes— 12'MAX.D.C.' MAX. H.SHEET 9 I 5'MAX.O.C. W Z m Q (0') 0 'f1j�SC •••••• • • TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION Fti wj d 0 a Z o 40)I"44'SHIMS ARE REQUIRED AT EACNANRIR)R o Z IL Z rn O '- • LOOATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) LL "MTRIMTE.USES.'•"�•y,IIQM,�•S�gCAPABLE OF T $ ft •' v g j O APPL• EFII ENTiv ANCF70REDKSRESIST OAaSMA NIP $E ED ON FIGURE 1: ......�1 M BY THE WINDOW •••••• GUIDE TO SHEETS: SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK H W 12'O.C. laays • • • • MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS E, ® N e8 ••7)1PFSWYN PRESSURW.: • • • GENERAL NOTES........................1 ANCHOR SPACING U BE 8"MAX.FROM CORNERS AND 12"O.C.MAX FOR ALL CURVED FRAME. bi Z LLI y A.NEGATIVE DESIOMOA DS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. - - .- 3 O • TEST PRESSURE,FRAME ANAfYSIS ANDS PE%ASTM GLAZING DETAILS.......................2,5 , S •�t��• ••..ff,,•,"" Q DESIGN PRESSURES..................2-5 12'O.C. �--WIDTH =i Imo-WIDTH--i �-WIDTH--I I'r WIDTH -�{ LL Z Z alo • B.POSITIVE DESIG LbLvao o.�ED ON ATER MT INSTALLATION,FLANGE.............8 r MAX. / T F-——— —'-—�T -i• ———-1 T r � T C),—, O � � t�V N PRESSURE,STRLIURAA LE TEST PRESSURE.FRAME INSTALLATION,EOUAI•LEG.......7 I I 1 a W 1-10 ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...:.......B ` c7 c0 X W INSTALLATION,INT.FIN B..........9 / w w •1Y w r° iA 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 8" x I I x x I I = E O DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES........._.....10 MAX J e81 'osa0 cauag TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS PARTS LIST.................-................10 " INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS �-. —WIDTH WIDTH WIDTH-=•I I—'WIDTH y{ \``,11111111/AAAA PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR TABLE 1: — THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT Shea, T T T I3- - r- ` �\4, E.N.COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Desorlplbn r- � _ Y. ,.•' L 'Y'N SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 1 7118'Lam! 18'An•.090'PV8-311.'HS 2 - No.587052 7116'Land 18'HS-.096'PVB-3118'H. 29)REFERENCES:TEST REPORTS FTL-3835.3850&7212;. 3 1-1178'leml.K3 3118'T-7/18'Ak-3116'M-.080'PVB-3118'HS 3 1- L ELCO ULTRACON NOA;ELCO CRETEFLEX NON ANSI/AF&PA 4 ,.1118'LaInl.K) 18'T•7118'Alr-3118'FIS-.090'PVB-3118'F,9 3 v NDSFOR WOOO CONSTRUCTION AND ALUMINUM DESIGN �-WIDTH--=i I� WIDTH'I I'F WIDTH�{ F-WIDTH�-I O'•, MANUAL. 8 7/16'Lam! 18'6'-.090'30-3116'6' 4 r--- �— —1 5TE OF 71,6'leml 76'Hs-.090'SO-3116'Hs 4 ——— ——— T T T r——— ,�.' 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1.1118'Laml.10 3118'T-7/18'Air-3116'6'-.UW5U-3/16'An 5 T l.,C�rn:r,/ORIDN..•'C��C;� SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 7.1118'Lam!.p 3116'T-7116'Alr-3118'HS-.090'SG•3/18'HS 5 l' MAY ALSO BE REFERRED AS THE 701 SERIES. QA"SG'='KURARAY SENTRYGL AS INTERLAYER"BY KURARAY AMERICA,INC. _ _ ? _ 'PVB'='KURARAY BUTACITE PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 i 1 1 A.LYNN MILLER,P.E. L P.E.A 58705 TABLE 2: Window Design Pressure(+!-,psf)forGlass Type 1 LOnQ Iden) 7116"LAMINATED 67-718 72 76 80 B4 BB W 98 100 104 109.112 GLASS STACK 30 •1_80 +1_80 +1.80 +1.80 +180 +1.80 +1.80 +/-80 +1_80 +1.60 +/_80 32 +1-80 +1-BO +_80 +1_80 +180 +1.80 W8D +/-80 +1.80 a/-80 +_8fl .090'PVB INTERLAYER 34 +/$0 +/-80 +/_80 +_80 +180 +1-80 *1.80 +/_8ll +/-BD +/-79.8 +/-79.4 3/18"NEAT STRENGTHENED GLASS 38 +l_80 +71_80 +l_80 +1.80 +180 +i-80 +i-78.7 +/-77.2 +/.75.1 a1-73.4 +1-72.2 PRODUCT REVISED r"S 3/16"ANNEALED GLASS a complying with the Florld4 38 +l-BO +l-BO +l-BO +l-BO +/_80 +1-781 +1-75.2 +1-725 +/-70.3 a/.68.5 +1.68.3 Building Code 15-0 40 «I-60 a/.80 +1_80 +/•79-8 +1-77.2 +1-74.3 +I-71.3 +1$7.9 */ .1 +1$3.4 +/$1.8 4 11 Aceimioee ate 42 +l_80 +71-00 +1.80 +1.77.4 +/-74.3 +1-71.3 +1$8.2 +71$4.7 +1.61.6 +1-59.8 +1-58.2 intim Date 44 +1-80 +1-80 +/-78.9 +1-75.4 +1-72.1 •I.669 +1.85.6 +1$22 +1�.7 +1-67.5 USEMBERSD AT OVED61WBy 4B +1.80 +1.80 +1.77.2 +1.73.6 +/-70.1 +l-BB.B +1$3.5 +1$03 .IS1.7 FRAME MEMBERS ONLY 2g SS �- LONG SIDE Mi 48 +/_80 +1.79.3 +1.75.6 +1.71.9 +1$8.3 +1$4.9 +/$1.511-7IB'O.C.MAX. GLASS BITE Mi i ado Product 05 Y 50 +/•8D +/-77.5 +!•74.1 +1-70.3 +/•86.7 «1.831 x1.59.7 1$ _ 62 +1-79.1 +1-75.6 +I-72.4 .1$6.8 +1$5.1 +!$1.5 SHORT a NO CHANGE THIS SHEET w 64 +1-77.4 +1-73.8 +1-70.5 +1$7.3 *1$3.5 EXTERIOR SIDE DATE:07 02115 58 +1-758 +/-72 +$8.8 +-85.3 20 13 m 5g +1.74.2 +1• +148.8 rt e0 +/-727 ♦688.7 +/.65 GLASS TYPE 1 6 +/•71.2 +1�.6 LONG SIDE • +1.69.7 x1$5.5 • • • -- _ 66 +/418.3 • • walt +/_87 tO Y Q 11 BU • • • SHORT LU a ABa 1)9y k DIMENSIONS SHOYM.FOR FLANGEDIM "W9p SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE t 2)1FfI&W4F N0T SHO UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTUR11(3.1141)IN170WJ5,FIND THF`&ALL"WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. � }� � qa0 O � O N N 2 •••o•• • • •6.6•• TABLE DIMENSIONS MAY BE OJ A A W g �e ••••• • •••• ORIENTED VERTICALLY OR Z LL Ln LL co W uMad •••••• • • HORIZONTALLY AS SHOWN. ••6••• • • •••• UU_ oXN O o • • ••6••• Z ` c • o Y i!lIEC:•• Z d Z 0 W • •c • s: : 6 Window Design Pressure(+N,psf)for Glass Type 3 11 J O • . . . on9 Sidepn ••••• 1-1/16'NOM. N 67.71 78 806 84 88 42 98 100 104 109-U2 GLASS STACK GLA LAMINATED J 30 +1.80 +l +/-80 +1_80 H$0 +1-80 +/-80 +/_80 «/-80 +/_80 +/_80 GLASS STACK Q lu 32 +/-60 +1.80 +/-80 +I-BO +71$0 +/-80 +1-8D +/_80 +1-80 +/-80 +1-BO 3116'HEAT _I SHORT ® 81 Z laa'u 34 +/.g0 +/80 +/_80 +I_80 +71_80 +1_80 +1-80 +/-BO +180 +/-80 +/-BD STRENGTHENED GLASS 'I SIDE 36 71- ;7-_ r/-BO *1_80 +180 +1.80 +1-80 +/-80 +_8D +/-BO +71$0 3/16'TEMPERED GLASS 38 +/-BO */_80 +1-80 +l-BD 0.80 +1-80 +71$0 +1 +I-79.4 �4 +1 3116•ANNEALED GLASS O y Z 40 +1-80 .I-80 +/-80 «I$0 +180 +1.80 +1.80 +f•767 +l-73.5 7116'AIR SPACE -pgp•pVB OOf42 +/_80 d-80 +_80 +71$0 +71$0 +71_80 +1-TI +/-73.1 +1$9.6 11 INTERLAYER LLOZ0- 44 +/-80 +1.80 +1-80 «I-80 «/80 +1-77.8 +1-74.1 +/-70.3 +/ 7.b 5 LONG Z n ` 48 «I-80 +/-80 +1-80 +/-80 +•79.2 +/-75.4 +1.71.7 +/$8.1 +185.1 48 +71$0 +71-80 +1_80 +/_80 *1-77.2 +/-73.3 +1$9.5 +!•658 USED AT CURVED SIDE W FRAME MEMBERS ONLY 29 " X W 50 a/_80 +1-80 +/_80 +/-79.4 +1.75.3 +/-71.3 *1$7.5 11-718'O.C.MAX. GLASS BITE I LLL t] 52 +I_8 +/•BO +/-00 +1.77.7 +1-73.5 +l-89.5 1 a171 'used saus5 (o 54 +/-80 +/•80 +1.79.8 +1-76 +1.71.8 1-3 58 H_80 +/.B0 +1-77.5 +/•73.8 EXTERIOR- / 58 .1-80 +/-79.4 +1.75.4 ��\\\N� IYNtJ��17i� 130 +l-BO «/•77.6 +/-73.5 22 21 13 SHORT ;�,`�,0,.........., 82 +1 +/-7b.8 SIDE Q�.• \GENSF '•.'P 64 +1.768 +/-74 GLASS TYPE 3 _1'r `•K Nu 5D705 86 +I-77.2 87-718 +/-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Z��J UJ 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, U ST TE F 3)FOR ARCHITECTURAL WINDOWS. ND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ''•.F-LORIUP•.• A.LYNN MILLER,P.E. P.E.0 58705 TABLE 4: Window Design Pressure(+/.,psq for Glass Types 2 d 4 Long Side(h) 67-7/8 72 78 80 84 88 92 98 100 104 109-112 112 118 120 124 128 132 1315 14o 144 30- +/-80 +IAO +IAO N80 +IAO +1.80 +1.80 +1.60 +1.60 +1-80 +IAO +/-80 +1_0 H-80 +/-80 +1-80 +/AO +/AO +/•8D +1-BD -- 32 —L+',-- N-80 H80 +1.80 +!$0 41.60 +l +r80 +/.60 +1•8D +1801 +180 +IAV H•80 +IAD +1-80 +18(1 •IAO +IAD 3/ H80 +1811 +/•80 +180 +/-80 4:1- +IAO +140 +/AO +180 d-80 +IAO +/-80 +/. N80 +I-8D PRODUCT REVISED +/80 H80 N80 +180 +180 +IAO as cauplying with rfq Florida 38 H-80 W-60 +180 HAO +I-60 +/80 H-80 +/-80 +1-80 +/-80 +/AO Building Code 38 41.60 +180 +/A0 H-80 +IAO 0180 —71-80— .14o *IAO +180 +180 +1.60 +IAO Acceplaoa No IS-0.520. 40 +l o r/.60 +180 +1-80 +180 4180 +lAD +180 +1811 *IAO al-BO +/-80 p' IDale )9` 42 +/-80 +180 41.80 -180 N-80 0.80 +1.80 +l•Bp +IAO +/-80 */AO 4 +180 +1-80 +IAO N-80 +1.80 H-80 +180 +1.80 +l a/.6(1 BY ` 48 H80 +180 H-60 +IAO HAO +IAD HAO +1.60 N.60 Mier DadaProduel ntrol 8 48 +IAO +180 +180 +1.60 +1.80 +/80 +/AO +/•80 So +180 +/•80 +f.60 +I-so +IAO +/-80 +1-80 _ < NO CHANGE THIS SHEET 52 +r80 +/Ao +/AO +180 .IAo +1.79.1 DA :07 02115 `n 54 +180 +180 +/-80 +/80 +/-78.6 m 58 +180 +1-80 +/80 +1.79.1 _. SB +/80 r/All 4180 u 80 +180 +/.6o +1-79.3 ' 62 +/.80. +1.80 rc M +IAO +180 68 +l-80 cn vS Q Lu .+a8 87.718 � a NOTES: 1)BUCK DIMEp(- S WN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O ••••?�FpR SIZES� 1 ,ROUND ATO THEWEXT AVAILABLE SHORT OR LONG DIMENSION. N ^ a U • 3 FOR ARCHITECTURAL WINDOWSfIN&THE GMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • C9 • ••" OJ M W • • • • a' e•0c•6 •• 9 06••90 ZLL NLL ? uwFo0 O • LU • • • •9.9•• W U X 00 9 *0000 : •• • 0000 ~IZL to O Z ON ••6••• • • 1-1116'NOM. TA13LE DIMENSIONS MAY > O p Z N o ••••• • 0000 ORIENTED VERTICALLY OR o GLASS STACK 7116"LAMINATED O 6 4 7116'LAMI • GLASS STACK HORIZONTALLY AS SHOWN. ^Z d Z v � J O 6•6•9 : • •pLAss , LONG ••6••• •• •• 6• 3176"HEAT STRENGTHENED GLASS SIDE JQ ImQ- • .090"PVB INTERLAYER 3116'TEMPERED GLASS 3/18'HEAT STRENGTHENED GIASS • •6•••• 3116"HEAT �— LONG SIDE y W laay5 •6 3110"HEAT•STRENCjTHENED GABS • STRENGTHENED GLASS 7118"AIR SPACE .080'PVB INTERLAYER T_ —� ® Z N ••�•• 11 SHORT 0 tN 1Z • • 1 • 5 SIDE < O atwS • • � SHORT ••9••• USED AT USED AT CURVED J_ SIDE O D' o 0 • FRAME MEMS 29 Sir FRAME MEMBERS ONLY 29 518" Z N N Q 11-7/84p.C.Imo. . GLASS BITE 11-7/8'O.C.MAX. GLASS BITE• p O oQ w W 55 1-3 1-3 O X W a.CL �— LONG SIDE L 0 EXTERIOR EXTERIOR —� apl! asa0 eaue5 20 13 G`7 22 21 13 LONG GLASS TYPE 2 GLASS TYPE 4 SSIDET ° SDE � Nf 1LYNNIM/ �� \CENSE•'. �Q ' N0.58705 ^STF S/ON/M_ A.LYNN MILLER P.E. r P.E.i�58705 TABLE 5: Window Design Pressure(+P,psi)forGlaas Type 5 Long . on) 7/16'LAMINATED 67.718 72 76 -80--T-04 08 92 96 -1 W 104 109•V2 GLASS STACK 30 +901-125.4 +901.120 +901-115.5 -901-111.5 +901-108.5 +90V-106 +901-104.5 +901-103.5 -W-1025 +901-100.7 +W.97.9 .090•$O INTERLAYER 32 +901-118.9 +gry.1108 +901.105.3 +90Y-101.6 +901-98.7 +901.95.7 +901-92.3 +901-90.8 +901-90.3 +l-89.9 +1.89 - 34 +901-108.9 +901-103 +901-988 +901-95.1 +90191.8 +1.88.2 +1-84.4 +181.5 +180.1 H-79.8 +1-79.4 3/16-ANNEALED GLASS 38 +901.102.8 +901-97.1 +90/-928 H-08.9 +1.05.5 +1-828 - +1.79.7 a/-77.2 +1.75.1 +/-73.4 +/-722 3/16"ANNEALED GLASS PRODUCr REViSGi) 3e +901-98.4 +9(1-92.2 -1-687 +1.81.2 +/80.7 H-781 N-75.2 +/-725 +/•70.3 +/88.5 ;1.68.3 4 as complying�viN the Fbrida 40 +901.94.6 +/.88.2 +1-82.8 +/.79.8 x1.77.2 +1-74.3 +1.71.3 +1.87.9 +145.1 +/-83.4 +181.8 11 Building Code (s Y�8.O 42 +90141.3 +181.7 +180.7 +1.77.4 +1-74.3 *I-71.3 a/-88.2 +/•84.7 ;181.6 +/59.8 *1-502 USEDATCURVED Acttraii i al , 1 M +/-883 +/.82.4. +/-78.9 +1.75.4 +1.72.1 *I 8.9 +185.8 +/-822 ./b9.7 +I-57a6 FRAME MEMBERS ONLY piren UMe .. +1-70.1 4888 +183.5 +1883 •157.7 11-7/8'O.C.MAX. 29 �� 46 +1-85.4 +/•80.8 +/-77.2 +1-73.8 GLASS BRE �- LONG SIDE By Mi 48 .1827 +/•79.3 +/-75.6 a/-71.9 +188.3 +/-64.9 +1.61.5 4-582 - Mi Dade Product rn 50 +1-80.9 +l-T7.5 +1-74.1 ;1-70.3 +186.7 +1.63.1 +/-59.7 1-3 52 +1-79.1 +/-75.6 +1.72.4 +/.60.8 +145.1 +1-81.5 EXTERIOR SHORT < NO CHANGE THIS SHEET 54 +1-774 +l-T3.8 +/•70.5 +!•67.3 */$3.5 SIDE ' 56 +1-756 4-72 +/-66.3 - 20 13 s DA E:07/02/15 58 +1-74.2 +1.70.3 +I-N.e- m eo +1.727 4.68.7 4-85 GLASS TYPE 5 l 62 +1-71.2 +187.1 > 64 +1897 +185.5 f•�-- LONG SIDE -r{ �• 68 +1883 67-718 +f.67• •• OTES: •�, SHORT b a @lJp-QIIENSIONS AMUR FLANG4 v1�4S(Sv�s,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE F R SIZ NOT SHOWN,ROUND UP TO THi1NEXT AWAILABLE SHORT OR LONG DIMENSION. � 3)FOR ARCHITECTURAWINNDeWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. + } a e)eNA9NeET APPLIE54DNLY T01FlANOE AND EQUAL�EO WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O N CZ3 U) Ix o •• • •••••• TABLE DIMENSIONS MAYBE o � W N • ORIENTED VERTICALLY OR Z LL -1 ? .wo [] •••••• •• •• •• •• HORIZONTALLY AS SHOWN. • • • • • U_LF X� c W 4 W 'ON ��••• • •••• 6 F Z OD O Z 960 • •:•••: •ylyrLdew Design Pressure(+N,psf(for Glass Type 7 p c Z a Z O o ••••• m9 Side(in> F- LL • 6T-718 72 78 80 84 88 92 98 100 104 109-112 1-1/16'NOM. v _7 ca J O •de• +90/-130 •901-131 +90/-110 4MeD•1le +901-122.8 *901-119.8 +901-1181 +901.117 ;90V-1158 +901-112.7 +W-109.9 GLASS STACK 7/16'LAMINATED Q FQ- 32 +901-13 +9 12 +80/-118.9 +901-114.6 +901-111.5 +901-108.1 +901.104.3 +901.102.4 +901.102 +901-101.4 +90'-99.7 � GLASS STACK 34 +901-123.1 +90f• 4 +901.11 799-107-5. *901-1038 +901-99.7 +901.95.3 +901-92.1 +901-90.5 +1-90 *1-89.8 SHORT ® y W Iaa4S A. +90/-116 +9d-1 +901-1 +9a'-1 .5 +90/-98.8 ;901.93.3 +/-90 +/-87.3 +/84.9 482.3 +/81.2 3116'TEMPERED GLASS 3f18'ANNEALED GLASS -� SIDE Z +901.111 + 1pti7 +901-979 +901-94 +90V-91.1 4-882 4849 +181.9 +1-79.4 '+1.76.4 +/•74.3 3/18'ANNEALED GLASS ?r 40 +9D/•106.9 +901-99i +901934 +901-90.1 ;1.87.2 +1-84 +/-80.5 +1-767 +1•73.5 +1.70.9 +1.89 7116"AIR SPACE .090'SG INTERLAYER Z 42 ;90/-103.2 ;W-95.7 +901-91.2 +1-87.4 +184 +1-886 +1-77 +/-731 +/�•6 +188.9 +185.2 Z EL aQ a aS V 44 +901-99.7 +90'•93.1 +1-89.1 +/-85.2 +1-81.4 +1.77.8 +/•74.1 +/-70.3 +/87.5 +183.9 11 Z 04(11 04 48 +901-95.5 +90'•91-3 +187.2 +1•83.2 +1-79.2 +1-754 +1-71.7 +1881 +1$5.1 5 LONG (3 2 E52 +9DI.93.5 +1-89.8 +1.85.4 4-81.2 -7;1-.772 +1.73.3 +189.5 +!$58 USED AT CURVED SIDE 9i W +901-91.4 •187.8 +1-83.7 +1.79.4 +1.75.3 •1-71.3 +l.67.5 FRAME MEMBERS ONLY 29 518' O X W d F+I-83_6 +185.5 +181.8 +1.777 +1-73.5 +1-89.6 11-7/8'O.C.MAX. GLASS BITE+/$3.4 +1.79.6 ;/-78 +/71.8 1-3+1-81.4 +/-77.5 +1-73.8 +1.79.4 +1-75.4 EXTERIOR+1-77.8 +1.73.5 �- 22 2113 _ SHORT �� y LYNN+1-75.8SIDE \ ��,N .......•k4e*1-74 ��a• I�CENSF •..�Q �i 66GLASS TYPE 7- -•`'. No.50-705 is 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. - V - S (�- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. r ��() INT 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. '•�` , A.LM ULLER,P.E. P.E.4 58705 TABLE 7: Window Design Pressure(+In psQ for Glass Types 6 8 8 Long 67-718 72 78 80 84 BB 92 96 100 104 109-V2 712 J NB 120 124 726 132 138 140 144 30 +9W-130 7901-13D +901.130 +90/•130 +9W-130 +901-130 +901-130 +901-130 +901-13D +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90/•130 +901-130 +901-130 32 +901-130 +901-130 +901.1 +901.130 .901.13D +901-130 +901-130 +901-130 +901-13D +90/-130 +90/-130 +901-130 +901.1 +901-13D +901.130 +901-13D +901-130 +901-130 +901-130 34 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130. +901-130 +901.130 +901.130 +901-130 +901-130 +9W-130 +901.130 +901-130 +901-130 PRODUCTREVISED 38 +901.130 --9-01-1-N- +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 *90!•130 +901.1 +901.130 +901.130 +901.130 +901-130 +901.130 n eanplYNa with ais Flollde Building Code n� 30 +901-130 +901.130 +901-130 +901-130 +901-13D -9W-131) +901.130 +901.130 +901-130 +901-130 +9W-130 +901.130 +0.129.2 +901-127.3 Aeaplenoe NoI6�O SZ8.q 40 +901-130 +901-130 +9W-130 +901-13D +901.130 +90!.130 +901-1 +901-1 +901.130 +901-126.6 +9W-123.2 +901-122 Ex heli 'Date ( 42 .901.130 +901-130 +901-130 +901.130 .+901.130 +90f-130 +90/•130 +90'•129.3 +90'-123.2 +901-119.7 +901-118.4 E54 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-130 +901.124.5 +901.119.4 +901.115 BY .s +901.130 +901.13D +901.130 +901.130 +901-130 +801-130 +g01-128.9 7901-120.5 +901-115.3 Miem' ode 1 +901.130 +901.130 +901.130 +901-13D +901-130 +9W-129.7 +90/•123 +901-118.5 +90/-130 +901.130 +901-130 +901.13D +901-130 +901.126.2+89.41.119. a NO CHANGE THIS SHEET +901-130 +901-130 +901-130 +901-130 +901-130 +68.6/•123 ATE:07/02/15 N +901130 7901-130 +90!.130 +901131) +88.61-127.1 +901130 +901-130 +9W130 +89.41.129+901-130 +901.130. +901.130 +901.130 +9W.13D 709.81-129. 82 + -130 .901-130 . 84 +901-13D ••• • -7 ^a • 87-TIB *901.130 • NOTES: _ •• • •• + > a ••41"CK DIMEN b*SH FORE GED WINDOWS.SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION;- - �p 7 Ln y 2)FOR SIZES NOT$110WN.ROUND 0 %t?4FXT AVAILABLE SHORT OR LONG DIMENSION. * }N n •100 3)FIDR ARCHITECWRAL WINDOWS Vj ALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (09 •••4?TRiIS SHEET APPLIES ONLY TO FLANGE AND QUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N N ' o J O Z r • • • •••••• •••••• - Z LL �LL coOI uYel ••••• • •••• UU_ X( o O • F Z M O' 0 oaNa ••••• • • •••••• • • • • • TABLE DIMENSIONS MAYBE > O Y Z ,F o ••••• •• •• •• •• ORIENTED VERTICALLY OR o Z d Z °' O cO • • • •••••• HORIZONTALLY AS SHOWN. " F- 0 • 1-1118"NOM. W + 00000 • • • • • GLASS STACK 7116'LAMINATED LONG 'J O 7116'LAMINATED • SIDE Q Q •••••• GLASS STACK • - ••••• OLA33:-�.K � . 3/16"HEAT STRENGTHENED GLASS f"'- LONG SIDE � � � W p� • •••• • •• .090'SG INTERLAYER 3116'TEMPERED GLASS 3118"HEAT STRENGTHENED GLASS ® j • • • 3/18"HEAT 3118''HEATSfItENGTHENED GLASS STRENGTHENED GLASS 7/18"AIR SPACE .OBD'SG INTERLAYER SHORT _ W Z 11 + J SHORT I� Q z alCo� O- 11 5 -1 J- '1 SIDE 1- O USED AT CURVED USED AT CURVED L a~C 0S2 FRAME MEMBERS ONLY 29 518" FRAME MEMBERS ONLY 29 � �j W U) ®11-7/8'O.C.MAX. GLASS BITE 11-7/9'O.C.MAX. GLASS BITE X Lu a a 1-3 1-3 T�- LONG SIDE -►I T: eq 1 as seua5 EXTERIOR EXTERIOR ` 20 13 a 22 21 13 SHORT d LONG `\\\1\\I ulNN SIDE 1 SIDELY GLASS TYPE 8 GLASS TYPE 6 /nJ No-68705 _-I• SHORT --l7 ••(� -I SIDE C F .`�w\� �<O (ORIOP,• C� A.LYNN MILLER,P.E. P.E.R 56705 2XWOODBUCKSTRIP INSTALLATION INSTALLATION'° EMBEDMENT EDGE _ OR FRAMING.SEE TYPE B DISTANCE NOTE 2,THIS SHEET TYPE C INSTALLATION EMBEDMENT 1X WOOD BUCTHIS S TYPE A 1f4•MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM PRODUCT REVISED TVP.ANCHOR TYPE,EMBEDMENT AND EDGE m comFlYi^8 Wltb yn p EDGE DISTANCE PER SUBSTRATE, DISTANCE Brhlding OCde EDGE 8 SEE TABLE 8,THIS SHEET Acceptance No 15-0" ?9 DISTANCE 101 Date 1/4'MAX By 1 SHIM + Mi r ede Product 4 TYP.ANCHOR TYPE, NO CHANOE THIS SHEET EMBEDMENT AND EOGE • 11 DISTANCE PER SUBSTRATE, - DATE:OW02/15 SEE TABLE 8:THIS SHEET 11 m USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY - 1�1 " @ 11.7/8.O.C.MAX. CONCRETE/CMU I4 S ; PER ANCHOR VISIBLE LIGHT WIDTH- a • REQUIREMENT I� WINDOW BUCK WIDTH-2-3/4' • • WINDOW BUCK WIDTH CONCRETEICMU M Y Q • • WIND • • • TIP-TO-TIP WINDOW WIDTH PER ANCHOR •••••• BUCK EXTi ERIOR• • REQUIREMENT 0:0004, H :y • a • ; 1I4'MAX.SHIM —{ HORIZONTAL SECTION A-A >n a 1.5 o go N • • I 0 Na N N , O • TIP-TO-TIP • • •• 7 -J J Oa oo LU J9 n • WINDOW 0+2 STEEL LL i6 Mo p 99000•HEIGHT •isitet• _ • • SELF-DRILLING SMS TABLE 8: =W LL - W ° M ••••• LT'H • •• (G5),SEE TABLE 8, Min.Edgen o • • HEIGH�= THIS SHEET Anchor Substrate Distance Min.Embedment MAXSpa°I� Z tofr— O Q 0M0 o..*• •BUYK• • •• out m Pine(S -0.55) 9l • I-w • • HEIGHT• • Aluminum. W5T5m 0 08'. 0. 12 O p v Z o •••••• 2-3/P INSTALLATION 012 or 014 410 SS Screw A38 steel are• o.oe3 • +2' z G:z O1 Q a • • • • •• METHOD D Steel Stud Gr.33 mm. 318' 0.045' 18 Oa' 12' g O •••••• •• • • •• INSTALLATION ANCHOR P.T.Spulhem Pine(30.0.55) 9178' 1-318' 12' -j Z to • UNDERNEATH THE 012 or 014 Steel Screw(G5) Aluminum,808376 min 318' 0.083•' 12' Q Q • A30 Steel 318• 0.083•• +2' • • •• • Is• BEADING • • • EXTERIOR Steel Stud,Gr.33 min. 3/8' 0.045' +a Ga' 12' ® Z •••••• • • U muted CMU, STM GAO) 2-11r 1-1/4' 12• -J •• •• IIP 410 SS CreteFNll • • MIAMI•DADE APPROVED MULLION- Concrete(min.3.35 kat) 1' 1.91P 12' 30 Z 21 (SEE SEPERATE NOA),ALUMINUM, ConCrole(min.2.85 tell1' /.V4' t2' 5 -C Z Z aloes B STEEL FRAMING OR STEEL STUD. Concrote min.2.85 keq 2-112' 1-3/B' 12' SEE SUBSTRATE PROPERTIES, 1/P Steel Ullrecon Ungrouled CMU, STM CAO 2-112' 1.114' 12' Q TABLE B,THIS SHEET • Grouted CMV ASTM C 2.112' 1-314• 12' 5 rtl4'MAX SHIM Canerate(min.3.5 kel) 1-1/4' +J/P 12' LU —jL 't 5hW Slee!UknCon O X orouled CMV ASTM G00 2.117 1.2'4• 17 LL LL 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ap11 •asa0 sa1n5 1X WOOD BUCKSTRIP, - + SEE NOTE 2,THIS SHEET \`\\\\NV lLYNIy 4 111 / lee CONCRETE PER EMBEDMENT - ANCHOR - INSTALLATION NOTES: D EDGE DISTANCE LIMITS. P 1 REQUIREMENT "' '- No.58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AN • - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1 X",ARE BUCKS WHOSE TOTALTHtCKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE II• • 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. �_� 7 2 1(!= INSTALLATION I� DISTANCE pND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 0'•, ST TE F !(r TYPEB _ _ F. SUBSTRATE,SEE TABLE B,THIS SHEET JURISDICTION. 6�'••...ORIOp`. C, VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �SrS�/pN/'\-'C- ., rrllntt't\� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYPNN MILLER,7P.E. ,t 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGEOR FRAMING,SEE TYPE G TYPE F I - EMBEDMENT DISTANCE —.. NOTE 2,THIS SHEET 1X STRIP, EMBEDMENT SEE NOTETE 22.,THIS THIS SHEET • INSTALLATION- 114'MAX TYPEE EMBEDMENT ~� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGEPER SUBSTRATE, DISTANCE PRODUCT REVISED SEE TA B SEE TABLELE 9.THIS SHEET as complyingwith theFlorida ��,.Idma Code DISTANCE cptanceNo 5'0628.211 2telqL1/4•MAXp SHIM yliDade ProduA o 4 TYP.ANCHOR TYPE. • EMBEDMENT AND EDGE — NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE. 11 - •° DATE:07102/15 SEE TABLE 9,THIS SHEET EXTERIOR m y. USED AT CURVED 4 11 EX 29 FRAME MEMBERS ONLY '�. 5 v 11-7E MEM.MAX. VISIBLE LIGHT WIDTH= y ® CONCRETE/CML I WINDOW BUCK WIDTH-2-3/4' • PER ANCHOR I ••• • REQUIREMENT I(IWINDOW BUCK WIDTH _ :04,00 CONCRETElCMU • 3: • WIND • j •a' y Q • ` �' ` PER ANCHOR • eu� • HORIZONTAL SECTION C-C REQUIREMENT '3 0 ••••• eHiIGHT 0004 `114"MAX,SHIM -�•{ N a a o3 0 N • 0000• ••• #12STEEL - - O3 LU o • • • .SELF-DRILLINGSMS O N,J,,1-o Z T9 ••••• ••• 1IsIBLE • (GS),SEE TABLE 9, TABLE 9: =LL ILL Q uan�Q LiHT • THIS SHEET Min.Edge Max O.C. U U X N ••••• • FIGHT= • •• Anchor Substrate Distance Min.Embedment Spoektg W Z m O =) 'ONO • • N1b1 CK • • P..SoLL m P ne • 6• 12. n W O O Z c ••••• •• •B11C1( Alunlnum 9093-TS min. • HEIGHT- 012 or#14 410 SS Screw A35 SIeN 719' 0.033'• 17 Z a Z 0 Z LL • • 2-14^ • • INSTALLATION Steel stud Or.33 min. 3/0' 0.045. 1S Ga 12' O • TYPE H ••••• • • • P.T.SOLLMm Pine(9C•1=0.55) 9/18' 1.315' 12' O F r ••• •• EXTERIOR IOR #12 or#14 Steel Screw(G5) Alumin A3300 teal min. 319' 0.003,, 12' I-45 • • a� S ••••• • VV 3taN Stud Gr.93 min. 3!9' 0.046' 10 Ge 12' • 0040 • • Ungroutad CMU,(ASTM 090) 2-1/7 1-1/4• 12' + Z • • • • •• MIAMI-DADE APPROVED MULLION va•410 93 CrolaFbx Concrete(min.3.35 ksq 7• I-II' 1Y _ 0 Z Z' 21 (SEE SEPERATE NOA),ALUMINUM, Concrete min.2.95 ks1 1• 1-14' 12• B STEEL FRAMING OR STEEL STUD. Concrole(min.2.85 ksi) Z-112' 1-/3• 12' a Z LU LU ate " SEE SUBSTRATE PROPERTIES, tl4'Steel Ultrecon N N TABLE 9,THIS SHEET Grout ed CMU,(ASTM 490) 2-112' 1-V4' 12' O Grouted CMU 9TM 490 2-117 - 1-3/4' 12' � � � n aQ ° 5 �1/4"MAX SHIM _ ConnMe(min.3.5 ksi 1-114• 1-3/4' 12• t5d W 5119•Steel Udrecon Grouted CMU ASTM C-90 2-1/2' 1-314• tY U LL W a l MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. aRllosep cayas 1X WOOD BUCKSTRIP, - SEE NOTE 2.THIS SHEET �� NY LYNN • CONCRETE PER Q,,. �ICFN3F'••`Cn,P EMBEDMENTANCHOR INSTALLATION NOTES: _ - -.••c No.50705 REQUIREMENT _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. II 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE •, 7 �-/s .:•��•` TYPE F I� EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X•ARE 1-112 THICK OR GREATER =Q ST TE OF INSTALLATION DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �', F• ••�<!/ SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. " VERTICAL SECTION D-D3.FOR ATTACHMENT TO METAL•THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 0 I r 11 t l I t I 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM A.LYNN MILLER,P.E. P.E.#59705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP OR FRAMING.SEEINSTALLATION EMBEDMENT AND EDGE EMBEDMENT NOTE 2,THIS SHEET INSTALLATION TYPE K DISTANCE PER SUBSTRATE, TYPE J SEE TABLE 10,THIS SHEET EDGE EDGE DISTANCE 114"MAX EDGE DISTANCE �I INSTALLATION DISTANCE O SHIM TYPE I O PRODUCE ItGVISED 2X WOOD BUCKSTRIP mmplyingwith the Florida 2X W000 BUCKSTRIP OR FRAMING,SEE Dtdlding Code OR FRAMING,SEE NOTE 2,THIS SHEET ncccWon"No �OQ NOTE 2,THIS SHEET ir'lion Date 1 1 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND By 3 SHIM EDGE DISTANCE PER SUBSTRATE, ht 1We P�a¢ttlyeMt B SEE TABLE 10,THIS SHEET 4 EMBEDMENT - ;—No—:c GE THIS SHEET l 3 EMBEDMENT p DATE:U7111,Z110 11 J� m USED AT CURVED � EXTERIOR29 FRAME MEMBERS ONLY - 11-71W O.C.MAX. a • •• 11 EXTERIOR � Q • • • �I, W Y • 0000 •• q " v > 3 '"•b •••I/BV • ••• • I VISIBLE LIGHT WIDTH= 5 0 v o fICK ••0 6•• IF WINDOW BUCK WIDTH-2.914' •••• �'� • • • • 1/4'MAX.SHIM (}9 N C4 ala° � N • • • • WINDOW BUCK WIDTH N • • 09••69 r •:••• •• 9• 0 0 HORIZONTAL SECTION E-E z Lo UL (0 o VISIBLE* • • *••0•• INSTALLATION U X_ , •••• LIGHT• d TYPE L 1��1l O g 0 ON • • HEIGHT= • 00.0 t--LU ao 0 O nM° •••• WINDOW _ • BUCK 0 0• 0 00000 0 #10 STEEL - 2 d Z O o ••••• HEIGHT- F SELF-DRILLINGSMSLL • 2-3/4" • 0 0•••• (G5),SEE TABLE 10, g O • THIS SHEET TABLE 10: •0.0• •0 • •0••60 Min.Edge Max.O.C. � � 6 • 0 Anchor Substrate Distance S ting m FQ- • • • • •• 1aa45 6 0 • • 2•/2"x. Box Nell P.T.Southern Pine = . 5/16" 5" ® Z O N 000004 ••• • 2-112"x.131'Common Neil .T.3twthem Pine SG�.85) O F- • • 2-1l2"x.145'Roof Nail P.T.Southam Plne SG=0.55 318' 6" J Z 21 P.T.Southern Pine SG-0.55 1l2" 5' a 0 _j a" 8 2X WOOD BUCKSTRIP EXTERIOR 0.093"Aluminum,8083 T5 min. 5118" 5" a Z Q OR FRAMING,SEE ("� #10 x 1'Steel Screw• 1/18"A38 Steel 5/18" 5' y N N NOTE 2,THIS SHEET V 0.045' 18 Ga Sleel Stud Gc 33 5/1B' S" W Z 5 �1/4"MAX SHIM MIAMI-DADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O Z 0. (SEE SEPERATE NOA),ALUMINUM, LL LL STEEL FRAMING OR STEEL STUD. ap!i ase°soua5 SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 10.THIS SHEET \�\\�\Cly(LYNN! TYPE J EDGE DISTANCE `� '410ENS n'/��(�%% P. P .9 t INSTALLATION NOTES: tr TVP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - N0.58705 �•+— EMBEDMENT - AND EDGE DISTANCE PER - Lam.` - SUBSTRATE,SEE TABLE 10,THIS SHEET 2•WOOD BUCKS DEPICTED ON THIS SHEET AS'1X%ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-117.1X W000 BUCKS ARE _-11 :• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X-ARE 1-1/2'THICK OR GREATER. •. IS INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING (�n••. STATE Of- VERTICAL FVERTICAL SECTION F-F JURISDICTION. l� '•F�OP,IDP,.•'`N�; 2 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ��i�S�UNAL ��lll 1111 tt tt� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN#MIS ESR P.E. k. 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE MINSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M� 'FOR THIS INSTALLATION TYPE N , EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION 114,MAX ANCHORS MAY BE NO METHOD ONLY, n SHIM 0 MORE THAN 8'O.C. ANCHORS MAYBE NO EMBEDMENT 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED •MORE THAN 6'O.C. 1 1 O NOTE 2,THIS SHEET a�plYinB with the FLmids 2X WOOD BUCKSTRIP Building Code OR FRAMING,SEE Acceptmtce No NOTE 2,THIS SHEET piretial Delo �q �1/4"MAX TYP.ANCHOR TYPE;EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, DY 4 TYP.ANCHOR TYPE, S SEE TABLE 11,THIS SHEET Mi a e n ucl Control EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 DATE:07/02/15 EDGE m EXTERIOR 2B FRAMEMEMBERSM MBERS ONLY1�3 ED AT CURVED DISTANCE O EDGE 11.718.O.C.MAX. DISTANCE • • •••••• �CRETE/CMU 11 '•� ' '' PERANCHOR U Cl) WINDOW N a ' 0•0 REQUIREMENT 4 11 CONCRETE ' I • • •• • •• I VISIBLE LIGHT WIDTH= ,_� 5 REQUIREMENT a' • BUCK • • • 1/4'MAX.SHIM III'��— WINDOW BUCK WIDTH-2-3/4" 0 a O ••••lrlfjlGHT •• • •••••• WINDOW BUCK WIDTH EXTERIOR 1,cm tIt - a/o0 • V 0 lh W N • • • 0000•• 0000•• T (G Z a • ' "" HORIZONTAL SECTION G-G z �U. w - �• •�•• vIsIBLa••• ••�••• INSTALLATIONTYPEO UU XN A LIGHT ••••• HEIGHT FOR THIS INSTALLATION W— O 5 "a+ 0000•• WIND01� METHOD ONLY, TABLE 11: Mh E Max.O.C. o W m Y O 0410 •••••• BUCK••'0 ' '••'•• ANCHORS MAY BE NO Aholwr Substrate Mtn.Emexlmml S r> p O Z o • HEIGHT- •MORE THAN 6'O.C. Distance o Z 0_Z O • 2-3/4" • •••••• P.T.Soulhem Pine -0.55 8118' 1_18' 8' "" F LL • • • • Alumintm 8083-T5 min. O.OB3'• 8' g O 0000•• • " t12or#14410SSScnw Go •••• ' ' 1H2 STEEL _ A36 Steel 3/8' 0.083'• 8' Q SELF-DRILLING SMS Steel Stud Gr.33 min. 3/8" 0.046'19 Ga e' ••••• 0'• (G5),SEE TABLE 10, P.T.Southem Piro 00.55 &16' 1_/B' 8' ® y raays • 604, • •0 THIS SHEET M12 or Y14 Steel Screw(GS) Aluminum,1D83-T6 min. 3/8' 0.083'• 6' Z Z • • A36 Steel 318'• 0.083" 6' O Z • • Steel Stud Gr.33 min. 318' 0.045' 1e Ga• 8' alms 21 TYP.ANCHOR TYPE, EXTERIOR < O EMBEDMENT AND EDGE _ routed CMU TM C90 2-1/2' 1.14'- 17 6 fl_ 114'410 SS Ctet•Fkx u. DISTANCE PER SUBSTRATE, �J .Controls(min.3.36 kat) P 1.3/4' 1Y_ Z p r o0 SEE TABLE 11,THIS SHEET Concrete min.2.85 kal P 1_I4' 12" O ,Z 5 �1/4"MAX SHIM MIAMI-DADE APPROVED MULLION Controls min.2.88 kal 2-117 1_l8' 12' (SEE SEPERATE NOA),ALUMINUM, 1/4'Steel Ullreoon LkQrouted CMU.ASTM C90 2-112- 1-1µ' 12' O X Z a a STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM 680 2-112' 1_14' 12' LL LLL SEE SUBSTRATE PROPERTIES, Concrete min.3.6 kat 1.114' 1_14' 12' oAB •�sa0 sa„a INSTALLATION TABLE I1,THIS SHEET 5116'Steel lMrecon Grafted Ag7M G90 2-1/2' 1 l4' 12 TYPE N 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. � NY Ll'Nl SEE NOTE 2,THIS SHEET � �0 ,,.... .. \.1f,ENgF l� • INSTALLATION NOTES: EMBEDMENT / 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. / �1t1•SD705 f 2:WOOD BUCKS DEPICTED ON THIS SHEET AS•1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.iX WOOD BUCKS ARE '"U OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-7/2'THICK OR GREATER. _I EDGE - INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SYYA••TT pF �4;` 'I DISTANCE JURISDICTION. ;•..�ORIUP,.•'C'\� J 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. •�i,/UNA)- VERTICAL SECTION H-H 1r111111 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.e 58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES ' PRODUCTREVISED • m canplying wilh the Fladda Building Code ' Atteplmlal4o(G• 26 in,na,Date �lO�q ANGLED/CURVED ANGLEOICURVED FRAME ASSEMBLY ,,, FRAME ASSEMBLY py I 90"CORNER Muni ade Produce Con I 90*CORNER FRAME ASSEMBLY FRAME ASSEMBLY a NO CHANGE THIS SHEET DATE.07/02/15 10 ' 10 I ALL CORNERS TO ALL CORNERS TO I USE GASKET USEGASKET 1 /� AND/OR SEALANT AND/OR SEALANT•1 • ' Q • • •d••• n v II /// - > a •naN •••••• •/ EQUAL-LEG FRAME n p • • • • • ✓ • �_ FLANGE FRAME }V) lop c� of a ob • MITERED FRAME WITH INTERIOR 1 MITERED FRAME WITH INTERIOR (7(V N � • • •-••aFj1%WLEG FRAME, AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS J t a N • •••• • •• fl1,NOE iriAME (SHOWN)OR CORNER KEYS AT _ (SHOWN)OR CORNER KEYS AT O J N J O Z �e r • ® • • SCREW BOSSES.SEALANT AT ALL CORNERS a SCREW BOSSES.SEALANT AT ALL CORNERS Z L N LL to W "1010 ••••• • • •••••• O U ULu_ X N O • • LU LU m O (9 w 5w0 •••••• • • �> QO ZO � o • • • •••• ••see: 2.784" .094.2.7841 2.784" G Z d Z H U O • • • •••••• .094" �— _ .094' —� g • o 0 •••••• •• • •••••• .062• - .074" .062" .074• .062" z r TABLE 12: • • • i 1.375.1 1.375- —7- ® 0) y Iaa45 IlE POT Part# • Descriptl�TA Material 1.Np* I .500• .438" .M• 438" f fit' 3 p N Jlj I I 1 42630 a Alum.806376 .050.10w � �-�{��-.050.100°8 � �-�- .Oso 100° � S � Z 2 4285 Egwl-tsg Frame Alun.6063•T5 1.125 C z 4 aloes 3 4266 Integral Fn Frame Alum.606376 O FLANGE FRAME O EQUAL LEG FRAME -077" Q N N 4 4255 7118"Lanni.Glass Beefing Alum.6063-T6 #4253C,6063-T5 2 #4285,6083 T5 w W n°D FIN FRAME X 00 6 4254 11.0.Glass Beadng Alun.8083.75 a #4256,6083-TS to Ba 4270 Installation Fastener Corer Alum.808376 O aql •Hord cauas 6b 4224 Installation Fastener Coyer WgldPVC 10 705890 Gasket(et 90•comer joints) Pdyethylene .970" 346 I ..{ 1.037• ` ONY LYNN �N ........, 11 TP24718 Vinyl BulbWeetherstlip Flex PVC,Duro. :875' R - .•' LICENSE.,�Fp - .875' F1 S"i; 13 Dow 899,GE 7700 Silicone or Equiv. --TT-- _ 20 71652K Setting Block,Ma.3118"x 7118"x 4" Neoprene,Duro.B5+/-1 050• }-� .050• No.58705 Mono. = ��IF osm C( �T157 - 21 71704AK Setting Block,I.G.3/16"x 1-3132'x 4" Neoprene,Duro.85+/-1 INSTALLATION -v 7/16"LAMI I.G.GLASS ="r`I �, � 22 DURAK718 7/16'DumSeal Spacer GLASS BEADING BEADING FASTENER COVER' p\ sY 29 Ata z 1.114"FH SMS Stainless St" O O 68 #4270,6083 T5 %c`�, <URIDP.•' �`��` #4255,8(783-T5 #4254,6083-T5 30 781PQX #8 x!"Quad PH SMS Stainless Steel _ — - / Il101VAL 0�, \ �.rrlllul.w A.LYNN MILLER,P.E. P.E.e 58705 I MIAMI-DADS MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F{786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miattildade.gov/econoniv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami--Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- ' DESCRIPTION: Series"AW-7.40"Aluminum Awning Window-L.M.I. , APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled"Awning Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the producCor process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA,is displayed,then it shall be done in its entirety. INSPECTION: A copy of this epVe NQA;hall beprovided to the user by the manufacturer orits distributors and shall be available foridslkdicll$t tv5oi site at the request of the Building Official. t This NOA revises NOA#12-1218.0•'f and con$ists df 44 page'1 and evidence pages E-1 and E-2,as well as .. . . . .. ... .. approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 000 Goo 000 • •• NOA No. 15-0519.11 MIAMFDADE COUNTY • ••• • •• Expiration Date: Aprli 11,2018 f l i5 Approval Date: July 16 2015 . f ... ... Pagel 00 00 0 0 0 •• 00 . 41- I` F • f , PGT Industries NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED r A. DRAWINGS 1.- Manufacturer's die drawings and'sections. (Submitted under previous NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM,titled"Awning Window Deiails-LM& SM",sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS.202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure_Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740P' aluminum projected(awning)window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12,signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-stn Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by _Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring ori 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. .. . . . . . . . .. . . . . ... . i • •�• �� *•: 0:0 Manuel Pere E. • Product Control�E n ner •+ NOA No. 15- 119.11 •• ••• Expiration Date: April 11,2018 Approval Date: July 16 2015 or . . . h-.10• • . . . . . . . . . . • Y• •• • . . .• •• 4 000 • • ., ••• • . - f I PGT Industries t ; I NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED F. STATEMENTS , 1. Statement letter of conformance, complying with FBC-5"Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218,07,issued to PGT Industries for their Series"AW- 740"Aluminum Awning Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. t Y ' ^ � F • • • • • • •• • • • ••• • • • • •• • Mai uel P ,P.E. '�' "' "' ••• Product Control x miner • • • • ' ' NOA No.1 519.11 ••. ..: '•. Expiration Date: April 11,2018 Approval Date: July 16 2015. E-2 . . . . . . . . . . . n 5116'LAMINATED " rne•iAMrurEo {,� DESIGN PRESSURE RATING IMPACT RATING GLASS STACK ® GLASS STACK I GENERAL NOTES:SERIES 740 VARIES, RATED FOR LARGE&SMALL 000'BUTAGTEPVe I WSCFBYKURARAY IMPACT-RESISTANT AWNING WINDOW BY KURARAY AMERICA,INC. SEE SHEETS 6.9 MISSILE IMPACT RESISTANCE fro'ANNEALED sn6'ANNEALED GLASS AMERICA,INC. GLASS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO 311 rANNEALED GLASS COMPLY WITH THE REQUIREMENTS OF THE FLORIDA LASS ED EXTERIOR 3B BUILDING CODE,INCLUDING THE HIGH VELOCITY 60'WIDTH EXTERIOR HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 53'VISIBLE LIGHT WIDTH(OLO) INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD NO ANCHOR PAIR - 11116'GLASS BITE 1111'GLASS BITE LITE(CAP)MUST TEMPERED. READ IF WINDOW IS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 27-718'WIDE OR LESS B,SEE 12'MAX.FOR UNITS 3 3 WIND-BORNE DEBRIS REGIONS. (HEAD&SILL) ` SHEET 2 OTHERWISE 4'OVER 3V TAIL MAX. 32 60 32 80 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY GLASS TYPE 1 GLASS TYPES 2 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i T WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY T ?V NOW UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, // \ I GLASS STACK 5116'LAMINATED SEE TABLE 3,SHEET 4. -' -4-'- GLASS STACK 39" 1ro•ANNEALED 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE / / HEIGHT GLASS CONSIDERED 1 X INSTALLATIONS.IX WOOD BUCKS ARE I A,SEE 7/1NNEALPACE BY KURARAY BUTACITE•W8 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO / \ SHEET 2 32" TEMPERED GLASSEDOR-, BYRICA,INC. SUBSTRATE.WOOD BUOKII DEPICTED AS 2X ARE 1-112" VISIBLE TEMPERED GLASS AMERICA,I THICK OR GREATOR.AC AND1tX BUCKSjj�W'�HHEN USED) / \ LIGHT 36 I fro•ANNEALED • SHALAE DESIGNER SR}pRGPERLY TR$NS0804DS 19•MAX. I HEIGHT EXTERIOR GLASS� •f" STRUCTURE.WOOD CK DESIIGG � • A.C. / � I \ (DLO) '� INSTALL TIONISWW.RW124SIBILITYO THE 1 w16'cuss slTE • 37 kV V-R OR ARCWTECT OF RECORD* • fJ1I • • • • 3 •)ANCHOR EMBEDMENT TO BASE MAT9RM 6HALt BE 4'MAX. • BEYOND WALL DRESSING OR STUCCO.USE ANC QRS OF •• AGENT EMB1�AS IE �231'MA.X. . ��B --�.I I.r 4'MAX. 3t 32 5G EiT 4.NARRO J T IS FOUR rt • A.Of TH FRAME.NSTALLAT70 C R USE ANCHOR PAIR FOR UNITS •• V�BE SEALED.OVER/VL SEALINGJFy1661�I1iG OVER 27-7/8'WIDE(HEAD&SILL) GLASS TYPES 3 4 STRATEGY FOR V4AiER6114116TANCE Of INSTALLATION • SHALLGEDONE BYWTHERSIVJDISBEYONIGLASS'MRSCOPE TYP.ELEVATION OF AWNING WINDOW rre NOM S STACK 7/16'LAMINATED O 00111111111119S INSTRUCTIONS. •••••• GLASS STACK • ��QQ�SS JJ�� '�I1•j�Q7p�2' (�(�T�'n •:WETHREE RO 11CTSNTt FIH TU ;(?P&WN 3116'ANNEALED GLASS TABLE 1: iN'AIRSPACE pp VUBSTRATE.USE SWMS WBLE OF T&ANSFjJWING TEMPERED AKERIC-ar KURAMY •APPLIED LOADS.WOOD BUCKS,BY OT14ERSOMUS-MBE Glass Types Sheet# OR TEMPEREDGLASS AMERICA,INC. ••"01NENTLY ANCHORED TO RESIST LOADS IMP�ED 38 • 3/78'ANNEALED GLASS 11 ON THEM BY THE!U:SLAW! 1 6118 Laml(1/8'An-.090'PVB-116•An) 6 EXTERIOR 7)DESIGN PRESSURES: LeR 16'An-.090'SG-3/18'An) 6 a 7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 3 7/6'Laml.IG(118'An-7/18"Alr-1/8'An-.090'FIVE,-1/8'An) 7 37 11/16•auss BITE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER 4 7/6'Laml.IG(1/8'T-7/18'Ak-1/6'An-.09(rPVB-1/B'An) 8 3 ASTM E1300. 5 7/8'LamL IG(3/16'An-1/4'AIr-3116'An—OW.090•SG-3118'An) 9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST 6 7/8'Leml.IG 3/18"T-1/4'Air-3/16'An-.090'SG-3/16'An) 9 PRESSURE,STRUCTURAL TEST PRESSURE,FRAME SG ANALYSIS AND GLASS PER ASTM El 300. 'PVB'=BUTACITEOPYB BY KURARAY AMERICA,INC. i 1 32 PRODUCT REVISED 'SG'=SENTRYGLA Y KURARAY AMERICA,INC. B complying with the Florida 'GLASS TYPES 5&8 Eiuil6ing Code 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN ' A—ptancoNo)r✓-DTj19. DESIGNED TO RESIST THE WINDLOADS CORRESPONDING 1111I1j D iratioll Date 20)9 TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3% s �� NY LYN,V Revised By: Dote: Revision B: STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR GENERAL NOTES.............................1 ,•'• LICENSE �f°,p '. ' Nltvm acl Coo WAS USED FOR THE EVALUATION OF ANCHORS INTO ELEVATION.......................................1 Revh.e By: Date: Revisron A: WOOD.ANCHORS THAT COME INTO CONTACT WITH GLAZING DETAILS...........................1 _• No.58705 :'Y LM 5/15/15 5TH EDITION(2014) OTHER DISSIMILAR MATERIALS SHALL MEET THE INSTALLATION.................................2 _ - FBC UPDATE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ASSEMBLY TUBE DETAILS,............3 -0 k'L`�s ® Descriptbn: Drawn By: CORROSION RESISTANCE. - ANCHOR SPECIFICATIONS............4 J0 •. 1, �D�� :/rz GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR QUANTITIES.....................4 ��•. STA E OF (V�.� 1070 TECHNOLOGY DRIVE Tille: Dote: 9)REFERENCES:TEST REPORTS FTL-7081,3579,3680, DESIGN PRESSURES......................5-0 (^ '•.F(ORIDp••'G` AWNING WINDOW DETAILS-LM 8,SM 08/08/12 3724;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA: ASSEMBLY DETAILS180M............10 ' ' • ' N.VENICE,-FL 34275 ill ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM sir,s�� ` P.O. BOX 1529 ALUMINUM DESIGN MANUAL. NOKOMIS, FL 34274 S.,;../ 1. Stole: Sneel: Ora,ring No. Rev: rAr A LYN�MILLER P.E. PEp 58705 CERT. OF AUTH. #29296 AW-740 NTS 1 OF 10 MD-AW740LM A INSTALLATION INSTALLATION INSTALLATION EDGE OPTION 1 DISTANCE EDGE DISTANCE OPTION 2 OPTION 4 , INSTALLATION ANCHORS INSTALLATION ANCHORS — INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REQUIRED PER PER ANCHOR 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3;SHEET 4 - It 1/4'MAX - 10 18 TYP.ANCHOR SHIM ` TYPE,EMBEDMENT 4 AND EDGE - 80 89 13 912 STEEL FOR SNUBBER 24 DISTANCE PER — '�. 8 32 33 18 12 83 SELF-DRILLING REQUIREMENTS,SEE. i SUBSTRATE,SEE SMS,SEE TABLE TABLE 4,SHEET 4. 82 TABLE 3,SHEET 4. 4 3.SHEET 4. _ O 3 80 © 87 DADEAPPROVED EDGE I B4 1 I MUL I LION,ALUMINUM, O 8 DISTANCE ATTACHED TO I I ATTACHED TO STEEL FRAMING OR 35.37 VENT SILL a VENT SILL + ATTACHED TO 81 ,STEEL STUD. Q ATTACHED TO -t� .. 35-37 FRAME SILL L 13 FRAMEJAMB EMBEDMENT 3 38 39 22 87 1 • • 83 70 5 VISIBLE LIGHT WIDTH(DLO) 8 EXTERIOR •• •• JAMB 81 0 ATTACHED TO OPTIONAL ADDON WINDOWWIDTH • HARDWARE • 12 VENT JAMB FLANGE HEAD, SEE DEL • • • SILL&JAMBs HORIZONTAL SECTION A-A • • 11 TAI _ :0 , • Al,BELOW NOTES: • *QP:K • • NOTES: VISIBLE LIGHT FORMULAS • HFIGHT ATTACHE T / 1)WHEN INSTALLING WIDTH:WINDOW WIDTH • Qp`� 1)USE ONLY SUBSTRATE-APPROPRIATE ••••• FRAME P, •• 10 L / COMBINATION UNITS, HEIGHT:WINDOW HEIGHT-7 • •• VISIBLE JAMB •• ANCHORS LISTED ON TABLE 3,SHEET 4. /\ 10'MAX n ADDITIONAL INSTALLATION ® FOLLOW EMBEDMENT AND EDGE V w • LIGHT LEDLTHROUGH THE • •• HEIGHTS • 900000 DISTANCE LIMBS.ANY INSTALLATION (DLO)• • • • ATTACHED TO OPTION SHOWN MAY BE USED ON ANY / ` / / \ WINDOW FRAMES AT 10'MAX. • •• •• •• •• • FRAME JAMB SIDE OF THE WINDOW. i.— "— / 4 \ FROM EACH SIDE OF THE FRAME • • *41,40 1172 14 ATTACHED 2)ALL WOOD SUCKS LESS THAN - ' ASSEMBLY TUBE CENTERLINE. ATTACH Lb TO TO FRAME THICK ARE TO BE CONSIDERED 1X I SEE TABLE BELOW. •••• FRAME JAMB 0:41,04p: Q 89 JAMB INSTALLATIONS.1X WOOD BUCKS ARE _-1 1•— 10'MAX I Side oft a Anchors ambled Lh each 4141414': • OPTIONAL.UNIT MAY BE INSTALLED Side of the Frame Asstanbl Tta1e(FAT) ATTACHED • DIRECTLY TO SUBSTRATE.WOOD BUCKS L..—�SEE DETAIL A2,BELOW •••• TO VENT •• DEPICTED AS 2XARE 1-1/2'THICK OR F Winder AMha Type • • • JAMB GREATER.IX AND 2X BUCKS(WHEN USED) LL W Idh • •• 82 I "- m 17'-22.9' 0 0 SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. _ 23'.25.9' 0 1 • 38 39 83 WOOD BUCK DESIGN AND INSTALLATION 28'* 1 1 IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.MAXIMUM r W Anchor Type 17 u Height q 8,C 6 D 21 18 SHIM THICKNESS TO BE 174'. m DETAIL 17'-22.9' 0 0 EXTERIOR 82 A7 DETAIL23'-25.9• 0 1 PRODUCT REVISED 5 A2 28'� 1 1 as complying with the Florida Ruildingcode )54519.11 8 80 Amptance No I, 1 19 84 1 1XWOOD \\ I// Revised By. Dote: Revision D: BxDimion Date `AIB _L BUCKSTRIP, ��\ i/ _ SEE NOTE 2, `♦ Ny LYNN 41/1,F��,' 9y HIS SHEET. •' •. M' Dade Pcod9d'Cdo ` v�`2`.• \GEN S� ,`i Revised By: Dote: Revision K TYP.ANCHOR TYPE, 1l4'MAX SHIM ,c No 58105 LM 5/15/15 REV.ROTO SCREWS EMBEDMENT AND EDGE — Drown By: DISTANCE PER SUBSTRATE, T .�, — ® DesMplion: SEE TABLE 3,SHEET 4. -NCR - EMBEDMENT 'ETE �S u1. GENERAL NOTES&ELEVATION J Om PERANC OR - - 's••• 'ro tw Au.OF r�: 1070 TECHNOLOGY DRIVE Title: REQUIREMENT rN 3 ,(� FIOR\OP''• C�\ N. VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 IN9TALTALLATION LATION ANCHORS DOUGH err�s5� �C\'�` NOKOMIS529 . 134274 VERTICAL SECTION B-B• S/ONAL Seriea/Model: Scale: Sheet: Draw ng No. Rev: 1X BUCKSTRIP INTO MASONRY. rr�(IL^41R1►119L19 E. CERT. OF AULH. M29296 AW-740 NTS 2 OF 10. MD-AW740LM A P.Ea 59705 I " PRODUCT REVISED F AWNING/CASEMENT/FIXED CASEMENT(XXO) W. plyingWlmdKFjonda AWNING(X) AWNING/AWNING(XX) It incello 1g�0 ( J1 IF 10",SEE NOTE 7,THIS SHEET Papipten Dsle FIGURE 1: FIGURE 2: 740 SERIES/� / AWNING Ily M, e .WINDOW / FRAME WINDOW ASSEMBLY HEIGHT / \ / \ / \ 10',SEE NOTE 7, D TUBE FRAME ASSEMBLY TUBE NOTES Q DIMENSIONS F R EACH ARE WINDOW W THIS SHEET � 740 SERIES \ DIMENSIONS FOR EACH INOMWAL = litv / —CASEMENT—+'• WINDOW.FOR SIZES NOT SHOWN, co O / WINDOW / ROUND UP TO THE NEXT AVAILABLE I WINDOW WIDTH OR HEIGHT DIMENSION SHOWN = 1� ~I WIDTH Ir I I I 740 740 E ON THE TABLES. p 3 ' � �- ~ M Q1 SERIES FSE' SERIES FRAME 2)ANY 740•SERIES PRODUCT W (nL.l AWNING ASSEMBLY AWNING ; WINDOW TUBE WINDOW --E TUBBLY_�� (CASEMENT,AWNING ED (n ptf o� —E TUBE CASEMENT)MAY BE ATTACHED TO THE Z J FRAME ASSEMBLY TUBE.FOR ALL Q O I / `740 SERIES WINDOWS,USE THE WINDOWS NOA • ! ! / FIXED WINDOW' FOR ANCHORAGE,SIZE AND DESIGN W LL • •• • • •• / - \a '� / PRESSURE LIMITATIONS. '.baa_ Z 0 J ..O 0000 • • • W - • " • • 3)ALL WINDOWS IN THE COMBINATION 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY C14 {LL—I 6 6 6 fUOERIES' • • / / INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF L0 } Q u •• WINDOWNEXEC •••••• / / THEIR RESPECTIVE NDA. O J Z • •any / \ / \ 4)FRAME ASSEMBLY TUBE TO BE - Op m -0.006• _ •• •i •• •• FASTENED TO WINDOW.AS SHOW IN $O O 0 • 0 0 • 740 SERIES _ 0 0.0 0 0 0 6 0 6 0 6 0 740 SERIES CASEMENT DETAILS,WITH MIN.#12%1"SHEET � Z • 0 AWNING METAL SCREWS.USE THE SAME Y WINDOW WINDOW WE 01IME UNITS: e 194041* _ SPACING AND QUANTITY R.THE ? Q •••••• • • OPPOSITE FRAME MEMBER. •1 DETERMINE YOUR WINDOW 112E 0000 MIN.#12 X 1"SMS THROUGH FRAME J O `..W Z r INSTALLATION HOLES ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY J 0 c �- 0 0 6 0 0 0 FRAME s • NOT EXCEED 82'IN LENGTH(AS USED m O o. Z Q • 'ASSEMBLY TUBE 6�WWWG YOUR AN6VR TY6E •••••0�. IN A 63'FLANGED WINDOW)OR BE « ;; ,CJD SUBSTRATE,DGTERMWE a "TUBE MIN.#12 X USED IN TEE OR CROSS J o LL —� YOYR ANCHORGROUDFROW 6 • •• .#12 X $ e Q MMI1•SMS CONFIGURATIONS. 11BLE 3,SHEET 4. • 1"SMS 740 SERIES THROUGH e 6 0 0 0 6 e ,�0, • • THROUGH 6)THE FRAME ASSEMBLY TUBE IS NOT 3)FROM SHEETS 5->>obtt: INSTALLATION CASEMENT INSTALLATION 9 Y N LLAASS WINDOW HOLES REQUIRED TO BE CLIPPED TO THE SHEET FOR YOUR G S TYPE. HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO FIND THE PRODUCT'S DESIGN 740 SERIES BE SEALED BY INSTALLER. 740 SERIES PRESSURE FROM THE TABLE AWNINGW FRAME AWNING xLL r LABELED"DESIGN PRESSURE ASSEMBLY 740 SERIES 7)FOR ALL COMBINATION UNITS, z mvi a (PSF)FOR SINGLE WINDOWS,ALL WINDOW TUBE WINDOW FIXED EXTERIOR EXTERIOR ADDITIONAL INSTALLATION ANCHORS w z o ANCHOR GROUPS". CASEMENT MAY NEED TO BE INSTALLED w o 0 HORIZONTAL SECTION C-C , WINDOW THROUGH THE WINDOW FRAMES AT o n o 4)DIMENSIONS SHOWN ARE 10"MAX.FROM EACH SIDE OF THE o z Z u WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE ' ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E•E SEE TABLE BELOW: AVAILABLE WIDTH ORHEIGHT , - Additional Anchors Regalred on each DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.SEE FIGURES 1 6 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Side d the Frame AssemblyTube(FAT) \��`ex. LYNN..ze TABLES. 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Type C�'��.•'�IGENSE F� 5)USING THE TABLE LABELED' a Width A B.C&D Q--' •. fc WNDOW ANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE" OR•DESIGN '6 17•.22,9" 0 No.50705 (TABLE 2.SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 2 23'•25.9" 0 1 _ THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR j �"t / 1 — NEEDED IN THE HFJLD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 'v ,� /S U JAMBS OF YOUR WINDOW. < Window Anchor Type =T STATE OF a)USING THE TABLE LABELED'WINDOWANCHORS REQUIRED'(TABLE 2.SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF_ - Hephl__ - p B,C 6 D r •.•' �� 6)INSTALL AS PER THE yQLJR WINDOW. LORIO INSTRUCTIONS ON SHEET 2. 17 -22.9 0 0 �C`Q C. 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23"-2b.9' 0 1 /�S 28"+ 1 1 ,pr YNN Mita DE. 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). P.E. 562 TABLE 2: Window Anchors Required PRODUCTREVISED N complying with the Florid2 Window Width(in) " Building Cade under - 303/4' 34 3 63 PRAYTE�VBY Aceeplence Anchor Group Anchor Group Anchor Group Anchor roup Anchor roup Anchor Grot4 Anchor Group Anchorp An.For Oroup nc r Grote KURARAY AMERICA,INC. L.:iroli Date �� A B CBD A B CSD A B C8D A B C80 A B C8D A B C8D A B C80 A B CSD A B C8D A B CaD -SG'=SENTRYGLAS%Y By under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 Z 2- 2• 2 2 2 2 2 2 2 2 KURARAY AMERICA.INC. Mianil eProduct' Head/Sil 2 2 2 2 2 2 2 2 2. 4 4 4 4 4 4 4 4 4 4 4 4 4. 4 4 4 8 4 6 6 4 25.15118' Jamb 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 2 2 HbW/301 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 4 8 4 8 8 4 TABLE 4: Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 • U 3W. Headl3gl 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 .4 6 6 4 6 6 4 Head Snubber Locations W 60-W8' Jamb 4 5 4 4 5 4 4 5 4 4 8 4 6 -8 4 6 8 4 5 8 4 5 6 4 Y Zr Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 Olu.type: J'_ Jamb 5 6 4 5 8 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 PVB(hypes 1,3 d 4) 30(types 2,6 6 6) U O 80' None 20'max.ma each and F n Head/Sill 2 2 2 2 2 2 2 2 -2 4 4 4 4 4 4 4 4 4 4 4 4 Rs4utM 820'max O.C. Jamb 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 6 7 4 z°Q 83' HeadiSIN 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 SAMPLE CONFIGURATIONS: r 67" Jamb 6 7 4 6 7 4 8 7 4 6 8 4 6 6 4 B 8 4 o(i E n Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 t Q o Jamb 6 7 5 6 8 5 6 8 5 7 8 6 7 8 5 i I1 1, t ,x� <W77 p y: Head/Se 42 s4 2 2 2 2 2 2 2 4 4 4 4 4 4 ; /x,, /x Ii�X\ 1(X`70 O a g J LL Jamb 8 5 7 8 a 7 9 ,.5 7 9 5 Z J' O PAWISII 20. 2 2 2 2 4 4 0. 4 _ • Jaml• 74 1b 5 9 5 6 10 5 ( U Q Q N • •9470 Has 4h f 2 4 e¢ •i 2 2 2 0 r1SE THIS jABLE FOR ALI.jNINDOWS PER TtiL F+VrTIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH /X\\ O O to r gtMr4Wi DIMENSION OWNONTHET L . • _ �x o o Z "H TABLE3:• • • 4444 .. .. r Q O NZ •• • •Nin. Min. Min. Anchor 1 �' !1 0 $O W o •G • Ancho` • SubsVale•• Edge )C Em Embedment gate EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7I16'ANNEALED SO LAMI.GLASS, %X, O ` %. •;%1 Y p, Z • • !f'a11ce D'ietancs Required? 114'MASONRY ANCHORS INTO CONCRETE,+701.80 PSF DP REQUIRED,NO ANCHOR PLATE / 1n S 0 •• 4"steal Hollow Block• 4170 S' 1-114' No lr > - S.Pine 518' 1" 13/6' No > (� r • AWNING ANCHORS: W _ r • A 014,steel SMS MS 808375 AI 5/6' .050" No A)FROM TABLE 9.ANCHORS C d D ALLOW A DP OF+701-90. O� O a0� O J c 2 Z o • •• N14,410 SS�MS A38 St 3/ 518' .060" No • •••4 444153 Stud,Or.33 318' 516" .D35.20 Ge. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND YP�y .e i Ix 9z *beef • S.Pine 0 51e' I 1' I 1318' No SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. F ��A�" F E� v J o ' $Q t=Q In • B X12,steel SMI;( 8083-T5 AI 518' .05(r No or 1M2,410 a6 S61S •A36 Slee W 5/8' .D5(r No C)FROM TABLE 2,4 ANCHORS ARE REQUIRED IN EACH JAMB. • 4 CA653 Stud,Or.33 31W 516' .035'.20 Ge. No >N 2.85k Concrete 2-112' 4' 1-318' No C)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. it o N w 114'steel Uttracon 2.85k Concrete 1' 4' 1314' No r n^+> a D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10" n n Hollow Block 2-7/2' 6' i-114' No o C S.Pine 518' 1' f3/6' Yes 4" o r` E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4 4' y z,,;o 16 S 02,steel SMS(G5) 606376 Alum. 318' 618' .0713 Yee Qq I 4' i m�i a orN72,410 83 3M3 A38 Steal 316' 516' 050' yes ASSEMBLY TUBE SIDE OF THE AWNING(HEAD d SILL). — o A653 Stud,Of.33 318' 51W .045' 18 Ga. Yes ~>a0 S.Pins 518' 1' 1-3/B' Yss r ^o Z Z 014,steel SMS(05) 6D63-T5 Nun. we, 6/8' .0713' Yee AA FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): 17.67" � or 014.410 SS SMS A36 Steel 318' 618' .050' Yes A)FROM TABLE 9,ANCHORS C 8.D ALLOW A DP OF+701-83.1. I 1 •i 11 I I I I 1 1111 A653 Stud,Or.33 318" 518' .045. ISOs. Yes /a7/� 2.85k Concrete 1" 4' 1314' Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND I / 1 / 1326' `` UN•\CENSE•'Q'Q 1/4' steel Ulracon 2.65k Concrete 2-112' 4' 1-318' Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. / / V D Hollow Block 2.117 5' 1-1/4' Yes 61' 'K' T No.58705 ••':Y Flied Block 2-112" Al' 13/4' Yes C)FROM TABLE 2B,6 ANCHORS ARE REQUIRED IN EACH JAMB. 114.410 SS 3,35k Concrete1" 5' 1314' No — CretsFlex Hollow Block 2-117 5' 1-114' No C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL = � .., r 3.6k Concrote 1-1/4' !f 1-314' No I , %"O •' �] `" O)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. y '• S TC 5116"steel Lantoon Fldbw Bock -3.1 6' 1-114' No 1 : P..•.•': ' Flied Block 2.1/7 5' 1.314' No E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4" 4" •'•.FOR\�,. C` NOTES: ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD 5 SILL). �� SS1ON A�••�� 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. �-- 26' � 20'+ 20' 1/1I I I I I 1 11111\ 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 48" A.LYNN MILLER.P.E. PEA 58705 FOR GLASS TYPES: TABLE 5: _ PRODUCT RGVISED D"Ign Pmw two lor 61*0 WIM100.A9 Anchor Grays 1)5/16"LAMI(1/8 AN-.090'PVB-1/8 AN) m complying with the Florida w9aa7 Wain BuildinCode 7VB•=BUTACIT�PVB BY KURARAY AMERICA,INC. �c";,1,7g:-NoMOW 2r 2Sf&16- 27-718• 303rD 37 34' 3r 4r 63-1/6' 80• owx*2r +701-80 +701-W .701-90 +m-90 .701-DoW+,-1-74 m-90 .701-90 .m-Do .m-9026.16/18' .m-DO ♦M 90 ♦m•90 .m-90 .,-•1010701-90 ♦701-90 +m-ID .m-go 36- .701-g0 +m-W +701.90 +701.00 +m•90m•90 .701.90 .,-61.1 +701-712 Mletni ade PmdtKf 60&6• .701-90 +m-go +ro-93 ala•g0 W60.2 +M-T7.9 SEE SHEETS 1 Br +701-90 .m•910 +m•91 +,-28.6 +,-23.71-74.3 R 4 FOR.. WINDOW WINDOW } BY .la•BO +m-w +70'.go .,-223 ♦7&-70.401-70.1 HEIGHT ANCHOR rc Q e6- +TW +m-90 +701.83.6 +701.76.3 +701.73-4 LOCATIONS WIDTH 77 +m•90 .,-27.2 .7&-HA +l•OD.3 +/.86.4 I I AND W 76- +701-00 +7a�llp .701.73.2 +/•85 l�-• '^'I QUANTITIES. o• = J e4 m-90 41 •Y-80.4 +70F 70.8 o • •• W 1-1-1-1-•• • • • • • •••••i • • ~ `< 1-.1-1-1-• • • i • i - W LE 8: • Im R6- 06 u TAB • •• • D°o`•"*�(peg�Wye AtIvoW to a VedloN From Auamet7 Trb 100000 • Z • Z o SEE SHEETS 1 a 4 WYaoa Width 1(r km. FRAME FOR WINDOW a r uMar 1'5116• jAnftQ�* 310 V4• 37 3c•; 3r 46' 63-1!8• eD" ASSEMBLY ANCHOR `d W Arclar Anchor Arcna Anchor Arlolwr Amcor Anchor TUBE LOCATIONS AND s O VJ O ••• • • •••gra:tar Grey up Group Gray Group Gaup Gras tlloly Corry QUANTITIES.SEE ZWQA D •R• 9 c8o 9 A0 All Ad All AD Ad Aa W INDDM/ SHEET 3 FOR ANY.7a-00 .ro .70'401 •i& +7&.90 ♦ - +701.90 -90 .70120 +701-90 +m90 +ro2D +m-90 +7&9D +701-90 HEIGHT ADDITIONAL � C251&16- 70 0 aro2o ♦,-410 +701 •ro9D +m90701.90 .lam ♦70120 +m2D .7&90 +701.90 +701-90 .701.90 ANCHOR3W7Y•1b.6 +1)190 +7a•LD .i0`/�7 ♦701-90 ♦m-BO701-90 +70120 +m20 ♦m20 +m•90 •701-90 .70121.1 .m-71.2 I I ADDITIONAL REQUIRED FOR {O o Z N293 0151. a1M20 ♦m•go H81A ♦,-20 6-7&91029.8 .701410 +70120 ♦7&90 +,-29.2.7x•77.9 I WINDOW I ANCHOR THEFRAME��"111 WIDTH 111"'�� (4),IF REQ ASSEMBLYTUBE. DOW* .71505 ♦ D 24.7 ♦701 N +,-21.2 +70/-90 -75.e.70126.6+70123.7+m-7L8+m-74.3 0 B O (n O • .7,85.7 ap43.e . 20.7•,- /-10.3 +,--77.3 ♦m-90 +7a4p +7d•72 .70122.3+701-70.4+7&-76.6+701-70.1 •••••• W Z a ( ti cD J N `00 Z a�: J O n(n Z \Q "e TABLE 7: "W o t DmIgn plesstae DrWarQ7Na Attached to a 8a9aeal Fame Assembly TWe L - a WI•n FRAME WMa . WINDOW ASSEMBLY Rolder 23.23-13/16- 27-7/6- 311.Y4• 32• .34' 3T 46- 33-1081- HEIGHT TDBE I ® o,' 6-,r n N Archy Anchor Anchor ArctwrGalp Archu Gawp ArcharGroup ArchaGroup Arcflor Olap Arcrlor Orap ArchaGray Group Grow tray -- AB AN All A.C&D B ACRD B A.C&D B A B CaD A B CaD A 8 CaD A B C D 1&' �4lLL ci u10Q 23• +m-90 ♦70f- +7x20 +m90 .,-20.41 . 90 +,-475.10 + .701.810.8 +70190 +701-74.3 +701-00 .701-76.9 ./80.7 +ro-90 ♦/4E N81.7 .m90 N2L5 .N6.8 +701-M.7 .IaLO „=UmN Sa 25.16116- +m-W .70!400 +70190 +,-410 +7&90 .m40 .7a90 +m-00 .70/00 +7&64 +,-90 +7&90 ♦487-6 •70190 +m90 N69.6 +7014q +,-4110 N81.8 Na212 1-701,- +70190 ADDITIO w 36- .7&90 .70190 ♦7x90 +70190 +701-00 .m90 .70100 .m-W +m90 +7&90 +,-90 47OF .7a20.D+,-211.1 +m-90 +701-776 ♦/61 +70161.1 H68.9 N84 .,-•71.2♦70171.2 W WDOW ' ANCHOR >a Y LLo 604W +m-9D .70100 +7&00 +70190 +,-410 +m-90 +70190 .7.90 +70190 +]0160.2+,-29.2+,-20.2♦701.77.9.m-77.10.701.77.10 WIDTH (<),IF REQ. z i 60• +mAO +70/011 +7&-00 +7&265+,-26.6+7&237+m-M7+701-70.6.701.79.6+m-74.3+701-74.3+m-742 Z v W ♦,-910 ,014. +7&00 .74Y 3+,-223.701-70.4.ro•AA+ -76.6+701-73.6 OW-70.1 •M70.1+,-•70.1 66- ♦7&.90 +lam .70123.5+701-763.m-76.3.7&734+m-714 .1-WA .169.4 _ SEE SHEETS 1&4 FOR WINDOW ANCHOR 77 .m4q .,-27.2.70177A .169.3 .P143 .183.4 +/65.4 LOCATIONS AND QUANTITIES.SEE SHEET ��11 VYNN // 76• a,-9D .m•et.s+701-752 ./86 +las 3 FOR ANY ADDITIONAL ANCHORS ;�`N\O�V.•••••••/14/��i� e4 .7&410 +7&210.4.701.70.8 REQUIRED FOR THE FRAME ASSEMBLY .•'�10ENSF P TUBE. i r' NG.58705 Cr S7;A ED NATES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. !111!LY9 P.E.1.1860 705 M,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FOR GLASS TYPES: TABLE& 2 7/16"LAMI 3/16"AN-.090"SG-3/16"AN PRODUCT REVISED Delign Pro"M(Pe0 br 8mye WYdowe,NI AmhN Guys W complying with the Florida Wkw-Wielh Duil pl Code 4,L1 'SG'=SENTRYGLAS�Y KURARAY AMERICA INC. Aaepl.rce No udw 23• 2515/18• 27.7W 3"41 3r 34' 3r 4W 61118' BY•. imlion Dnle !b user 23' +901-130 .94.130 +957-130 +900-130 +001-130 +9x-130 +900.130 +9x•130 +9x-130 +9x-130 By 21-1418• -901-130 +001.130 +900-130 +9x-130 .9x•130 .W-130 +900-130 +ea-13D +Oa-130 0900-130 � M' W +901-130 +957-130 +9x•130 +901-130 •900.130 +900-130 .901.130 .951.130 +000-730 +907.128.5 ML+N! deP iro SEE SHEETS 1 60.610 .900.130 +Bd-130 +901-t3o .901-130 •901-130 .900-130 .800-130 .9x-130 &4 FOR or -900-130 .0x-130 .000-130 .9x-130 .900-130 W.130 +901-130 WINDOW� WINDOW 83' +9x•130 .9x•130 •000-130 •901-130 +900.130 •900.130 .Od•129A " ..HEIGHT . 8r +9x•130 +900430 +900.130 +9D/430 4W430 +9x-13D ANCHOR' f•- Q 7r 4901-130 •9x•130 .000.130 .900.130 7901-130 LOCATIONS W 7C 401-130 +901-130 .94-130 .90••130 I AND - ILL! 2 �WNID H QUANTITIES. M' .90'.130 .90'-130 +900.130 WIDTH (n C> r Lu = d W � s TABLE B: _ Z' Z 6 Dabn Proeeue(pe5 9u Wkx1m Alleched to s V4N4e1 Frame Asswnnty TIAs WYWow W11h 11r MAX. I-� FRAME SEE SHEETS t 64 = J mudw ZT 25.1416•- 27.7W 30,14' 3r 34' 37' 41' 53-VC 50• I ASSEMBLY ANCHOR OW e V `Jl r LL Anchor Group Anchor Gtoup ArchD G-p �� Grow AmJw Gmup Anchor Group Anchor Arc1gr Anoh9f TUBE LOCATIONS AND '" O J .0 09wap GmP G_ QUANTITIES.SEE Z (O A B C D A B C&O A,C&D B AN AN A,C&D B A,CbD B NI A9 N WINDOW SHEET 3 FOR ANY Lu Q 3, uMw 2W +74-90 •7x80 +700-00 47x-80 +701.95 +700-00 +700.90 .701-95 +701-9D +700-90 +7x40 .700-00 -70-00 .700-90 +701-90 +7x490 +74410 +700-90 HEIGHT I ADDITIONAL N 261475• +7x-95 x70140 +701-00 .7x-95 +70140 +70V•90 +7x-95 .7x40 .701-80 .7x•90 .70180 .7x40 170140 +701-90 .701.90 +70140 .70040 +7x40 ANCHORS r 4 Q (n 39' .70049.9.701-70.5 +70140 -70M -700-79.7 +70 0 .700-00 .7x80 -701-90 +7x-9D +70140 +70140 +70180 .70040 +7x-p0 .70140 .7x40 .70140 I I ADDITIONAL REQUIRED FOR �j CO LU u�•-• 505'8' +149.3 .131.3 +7440 +7x-90 +741.4 +701-W .70140 .)x80 +70149.0 +700-90 .)01410 +70140 +7x-90 .700-90 +701-95 +7x80 1957+70095 I ANCHOR THE FRAME r O �j Z ��'111 wlOT71 1� e& +140.6 01-45.8 4".7 +707-90 +1-51.8 -7441.2 .7x40 +7x80 +Tx-75.0 +7x•90 *70080 .7014 D .7x•90 x700.90 .700.55.4 (4),IF REQ. ASSEMBLY TUBE, xx O Q or +14&7 •113• 40.7+701-89.5 +1-49.3 .700-77.3 +7040 -70140 -701-72 ..701410 +70140 -70180. .70145.5 +M.90 .70141.3 p d o (n ❑ • Y Lu Z 0000•• •• • 0000•• J O oZ Z a' • > • • • 0000•• r -J 0 0 TABLEIR. •' • •••• e LLl n -•--• •••• • 1=Q 0000 OnipOPmss.emaybr Wlndn$NtuheatoaMmUmtsl FmneAnem07/Tl•e 1 J �. g❑ h • • _ FRAME •• • • •••••• WYdoe 951011!! WINDOW ASSEMBLY m uder 25-•5116' W-7/B' •30aM- 3r 54• 37' 4G 63-lir HEIGHT TUBE ® x n ry • •• AmhorR Am!" O Y N Orap %±1 GrowArcher Glelp A.U.G.W Aar rGrwp Amnw Gmup Amh.0-9 Arc hor Gray Antra Group • AN 1 All A. D B ACaD B A,CLD B A -B CAD A B CbD A B CAD A B C D 1p 0JLL>c�. F •t7r .701-9D •70140 •744X1 .70M +)DI-WM +7480 .7x45.9 ♦ .7x•80.8 .7x40 +7x•74.3 .700-00 +701-76.3 +149.7 .701-9D +1-W .141.7 .7014D A. .7-x.5 .7x41.7 +7x40 z.701- 17.1490 •744)0 +70140 .7014X1 .70140 .7014X5 .701-0 .70180 .7x44 .id-9D .7x40 +/457.6 +70140 .70180 +148.5 -7a49O -701-W .141.8 .70141.2 .70140 +74-00 11(rU• .AWOD .7x40 x40 +701 w0/ +70140 .70140 +701-9D .70140 +70'40 .70140 .70040 .701m .70/40 +7&40 +7a40 .7a4o .701-90 .7a46.z +70941 .7x40 -lam . wWl ANCHOR �> Y.7x40 7 +7x40 . 40 +70140 +70140 .700-95 .7x40 +70'4X9 .7x40 +7x40 .701-90 .7x40 +70140WIDTH N),IF REQ ia+701 + 4D 7x40 +70144 .7&40 .70140 +70140 +7x•95 +7x40 +7&4D +701-20 .7&m+701 +701-ND +7x40 +7&49 +7&40 +701.90 .70140 .7x4D +70140 .7x40 +?W-D .7440.IW4D .)0140 +70140 +7x40 +7&40 +7d4o .70140 -70MID -lam SEE SHEETS 1&4 FOR WINDOW ANCHOR +7x•95 +701,0 + 70140 +71940 +70040LOCATIONS AND QUANTITIES.SEE SHEET �� NV LYNN.7x80 .70140 +7&40 .7x40 +ro40 3 FOR ANY ADDITIONAL ANCHORS-7x-90 +701-00 .7x40 - I I L REQUIRED FOR THE FRAME ASSEMBLY Q: s", TUBE. •.c�`,p • - TUBE. *' No.58705 ' ••. 7 b 15 '�CCs•'•F.�ORIDS*.•••C�\t,: FN NOTES: /ONAL NAL 111 1)SEE SHEET 4 FOR ADDI710NAL SAMPLE CONFIGURATIONS: _ A.CJNd MILLI=R,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. RE.868705 iu FOR GLASS TYPES: - TABLE 11: ostler Pre -(Pt0 tr 81ryb Wudowe,All A.Il 0-4. 3)7/8"LAMI,IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PV6-1/8"AN) m=eply7s%vith e B ildms my lvilh the Florida Widow Wldlh Building Code 'PVB'=BUTACIT BY KURARAY AMERICA,INC. AeccPlancc No 1 5 'Ca1q•%j p under 23' 25-tdt6' 27-718' 3034- J7 p+70f-71.2 3r 4C 53-W W L"%plral'nDale 2}40 un00 23• M.90 .701-90 +701.90 +ro-ED .701-90 +701-90 +701-90 .701.90 +701-90 25-1018' +701-00 +M-90 +701-90 +70/-9D +701-90 47x-90 +701.90 47(-90 .701-00 By 0r .701-90 .701.90 +701-90 .701.90 .701-90 +701-90 +701-00 .7x832 +701-731 Mi dde ProAuDI'. d 50-W .701.90 .701-90 +701-90 .107.90 4701-80 +701.90 •lam SEE SHEETSt y or +701-90 +701-9D +701-90 +7x-09.0 •laJ5.8 +ro-76.2 WI FOR WINDOW WINDOW 8Y .701-g _.701.90 .701-90 .ro84.4 .70141.5 +ro-71.9 HEIGHT ANCHOR rr Q [::] 8r +701-90 .70490 +70185.e .7.•78.3 .7.-75.3 A LOCATIONS 72 .701.90 +ro895 .701-794 .7.•71.1 +b 07.1 I II AND = C 7r. +T01-9D +701 .701.77.2 +1-0e.e WDDTOH'-'I QUANTITIES. - J 01' +701-9D 4 +781-92.8 +701-727 7) O 0000 • ••• - t = Lu A 0000•• •_• .� •�•••• •�•••� ' iA•• i L(D 0 BW-12: - ' 06 • 7qqnnue purs (p.4 k.WMwt oAllaotod to a Ver0ctl Fame Ataemay Tube Z SEE SHEETS 1 8 4 • • Wabow WIOIh 10•MAX. FRAME 4040 • �-1I ANCHOR urger tdtr- 27-7/8' J0.Y4' 32' 94' 3T 4r 531/8' 6.' I ASSEMBLY FOR WINDOW u- A Di* ••OMebmcl W Arch.Gmup _ _ LOCATIONS AND - Z J 09000 A.hW Aneha A-, Anchor Mol, Anchor Anchor TUBE O . • 00000 • Glop Group GMW Group Group Grwp Group QUANTITIES.SEE _ z Lu u 7� • q y t D •A• B 080 A.CBD D A9 All M A9 M NI A9 WITIWIN SHEET 3 FOR ANY a ,� N .70140 +lam .lam +lam 4701401•T01.90 .7x.90 +lam 01701-90 .Tam +lam .lam .701.90 +la4D .lam .701-90 HEADDITIONAL N W :] 261dtr .ram +701 +7x40 .701- +lam .7W40 +ram +lam .7x40 .lam +lam +701-BO +701-EO ♦lam +7(40 ANCHORS Lu L7 • 111•+7x-09A+7w-vm + +ro .lam +701.90 .ro40 +Tam +701-90 +lam .lam .701-90 .7.•90 .7x832.701-73.1 ADDITIONAL REQUIRED FOR :i 6008' 4/893 M144. +7.140 +Tam ++181.4 +ram +7x40 +Tam +7x-09.8 .lam +70140 .70140 .ro•90 •lam DOW ANCHOR THE FRAME �_ N Z 80' +/de.5 • e .7 aro4D +7••u .7x812 aro•ao +lam +7x-76.8.7.88.8 ala-05.8.7x81.7+701-78.2 WIDTH (4),FREO. ASSEMBLYTUBE. K +186.7 +/-43.8 • .7+701 .5 /49.3 7x-77.3 +lam +lam +7.-72 •7x84A.7x81.8+701-77.6+70/•71.0 ••r••• Lu Z • • � ti. J fn `o� Z o� m� Jm �Q O 0/U) "�, i "Lu v TABLE 13: 1 L � � g � Bol�Qr� Dalen Prtssue 9's0 br Wh1Nws Altazhed Io a Hortrwla FremeAuwby True BWindav Wlan FRAME Wh4DOW ASSEMBLY u91er2r 2&15116• 27-71r 90314• 32' ar sr 46• 51118• 6r TUBE Y ON HEIGHT Ancn. Anchor An[hOfJAM'Io-p AMh.GIDup AnchorGmtop AnetwOmW Arc h.Gray AfCrorOmlq Anchor Group Gfoup Grolp Gmp A9 M All B ACeD B ACRD B A B C&D A B C&D A B C&D A B C D f0'MAX. o4�LL ux W 23• +lam +70140 470f-90 +ro-00.4 +701.90 +7(85.0 +lam ♦7.40.5 .7.40 +700-74.3 +lam +701-783 480.7 +7014 ./88 +181.7 +701-90 +/48.6 +145.9 +701-84.7 +70140o25.1018 +7x40 +7x40 +7.40 •70140 +7W-00 +7x40 .70140 +Tam +70184 +7(40 +70140 .1-67A +lam .70140 +180.5 +lam +7x•9D 481.8 +70181.2 .7.40 r7xm ADDITI O O 3r +701-9D .7014 x7.40 +70140 +7Wm .70140 +70040 +70140 .70140 +70140 +1x40 +7.-099+ro-0e.1 .7x40 wa-77.e +1dl ♦7x832 +1880 H4i4 .701-73.1 +701-73.1 WINDOW ANCHOR >ti.5048' +7Wm .+70140 +7.40 +lam +lam +lam +70/40 +7x40 .70140 •7(40 •Tam .TDI-eD .lam +lam WIDTH (4).IF REQ. O60' .701-90 +70100 +7.40 +ro88.8+7x858.ro-0se+701-01.7+7.-01.7.70/-76.2.701-762+70/-76.2 63' .707.9D +70140 +7.40 . +7111844+701815•7(81.5+701.775.7x•77.6+701-71.9.701-71.0 67' .70140 .lam +70/45.6+701-78,3.701-78.3.7x•753+ro-76,8+701-71.2 017x•71.2 w 7r +701.90 +ro-09.a+ro-79.4 wa•71,1«ro•7t.t +/ezl 4ffi.1 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET ��oN LYNN.M��7�� 7r +70/40 +ro86.e+7a-77.2 466.6 +186.6 3 FOR ANY ADDITIONAL ANCHORS v e4 +Tam 01%82.&+ro-7z 7 �� REQUIRED FOR THE FRAME ASSEMBLY �a�,•' t,10ENS& '-,'P TUBE. 7Y' No.58705 Lli ST TEO ,�.. _ _ � - r � 01-01. �i�A�''•.FCORIOP'••'•G.\�\� NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /LNNN MILLE(11 P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.858705 _ FOR GLASS TYPES: • TABLE I4: PRODUCT REVISED O Design Pnewre(psp lor Bingle Wirdree,Al Anchor Groups 4)7/8"LAMI.IG:(1/8"T-7/18"AIR-1/8"AN-.090"PVB-1/8"AN) as complyingwith the Florida up WiDuildiOg 07 b6 dowlhldlA •PVB'=BUTACITE PVB BY KURARAY AMERICA,INC. Acceptsnce No� • 1 .1.) oder 2Y 26-15116' 27-7/6' 30IY4• 32 34' 3T 4C 6316?1V Lh+piretion Dene 1$ oder 23' +4040 .7&-00 +7&40 •mm +7&40 +mm +70140 .4040 +7&40 .mm Dy- 25.15116' +7&40 +7&40 .7&m +4040 +7&40 44040 +4040 .4040 +4040 +7&40 Mi ode Pno'.' o 3P .70140 +70140 .7&m +mm +4040 +mm +moo +7&40 +mm +7&41.2 SEE SHEETS 1 66518' +m40 .mm +7&40 •mm +mm +7&40 •7&m +7&46.6 14 FOR 6x• +7&40 +7&40 .4040 .moo +7&m .mm +4044.6 WINDOW❑ WINDOW 7&m 6Y . +7&m +7&m .701.00 .7&m .7&411 •7&-7979 HEIGHT ANCHOR 6r +7&40 +7&40 +7&40 +7&47 +7&486 +Twat LOCATIONS w 77 - 2 +7&-79 +7&-74.6 W1 I AND .405m .7&m I .7&7&m 1 .7&-08QUA TIIES. J 6P +7&41) I +7&40 I017&40.0 CD co W 2 Il r W �- co � a TABLE 1S: k - Z Z 0t7S o Design Pressure(Pe6 Nor W ndq Ausched to a Vertical Frrne Assenft Tubs 10 MAX. FRAME ASSEMBLY m WYdnr WdU TUBE LL .def 27 7615110 27-7IB' 30•aP 32' 31' 37' 4C 631/8• 6x c V r LL Anchor Anchor Anctror Arorcr Anchor AMW WINDOW Q Anchor Group Anchor Group Anchor Graq ArcMr Group Group Grata Grout Group Group Group HEIGHT z Z W J u 00 A B C D A B CID ACID 8 AI Al AN AI A,CIO B All AI Q oder 23' ♦Taro +lam +40.90 +lam +mm +7&40 .7&m +7am +70140 44040 +40.90 +70140 +lam +7am .7&m .70140 +7&m ADDITIONAL + N a W'N 2615118' +7&m +lam .4040 +mm +7&m +7&m +70'40 .mm +70140 +701.90 +701 .lam +4040 +70140 +7&m +7&m +4040 WINDOW ANCHOR r- ` U) (n 39' Nam.9 +701-70.6 +m-90 amm +IW79.7 44040 +70140 am-0D +70140 +7am ♦40.90 .70140 +mm +lam am40 +lam +70141.2 WIDTH (4).IF REQ. w �yj' e 30316• ./40.3 H-613 +40.90 +mm +141.4 11x40 +lam +m-90 ♦7x-09.6 aiam .40.90 +7&m +7&m .70141.1 +7441.4 T ,. 3 N Z 6x +/48.6 •./-45.1 40-84.7 +4040 .131.6 +4041.2 +lam Na•90 +72-76.6 .701-90 +mm +4040 +m-64.6 SEE SHEETS 1&4 FOR WINDOW $000 N 63• 1145.7••w4•a 7am.7 +4049.6 +/-48.3 +701.773 +70140 +7&m +7x•72 .701-m +701-00 .70146.1 ANCHOR LOCATIONS AND QUANTITIES. W - Z •• • • • SEE SHEET 3 FOR ANY ADDITIONAL �[ • • •• • •• ANCHORS REQUIRED FOR THE FRAME j a � n • • • • ASSEMBLYTUBE. > 0000•• •• • i••••• Q 0 • _ oU Z Z _ l • • 00.0•• E J m O u� Z \Q •0000• ' ..� n 6� u •TABLE 1� • • •••• 'p o� LLI •••• • *900 Design Pressure Ca9kr W11008•s Alleche0 toeHa Mull FAIIII&Af1C111917108 • - _ FRAME - •• • • •••••• Win"Wlan WINDOW ASSEMBLY � rA. 24115116' 27-7/8• • 30114' 32' 3/• 31' 4fi63-06• � HEK�YIT TUBE Arc ArclwAnchGIa47 Anchor Group ArcnorGroup Anchor Gray AnchorGraq Arehor Group ArchxGr0up p, Graig AN ro C A.CID B ACID B A B CIO A B CID A B. CID A B CID 10'"797(. O� J - • iW.W41' .7x•90 0.70140 +4040 •701-91) +76"94 .70140 +7x460 +70140 .70140.(1 +4040 .711.74.3 +lam .m-76.3 ♦140.7 +70'40 1146 .141.7 •70140 +148.6 .x45.6 Nad4.7 ?�0 a 7615116' +40.90.0.•dIN9s .m-90 .7&m +701-90 OW40 +7&40 N01m ♦70/40 Na44 +4040 .70140 .147.6 .lam +7am 0.51.6 a7am +lam ./41.6 +70141.2 +7x49ADDITIONAI W- • +m-m +moo .40-90 4p . -W +mm amm .lam .Taro Nam .mm +mm +404079 •4040.( .lam .701-77.6 ♦40.782 .mm ♦!•66.9 4/31 +70/41.2 WINDOW ANCHOR �->00'-0 .O • +m-9D ♦ .mm -90 +mm +4040 .7014 .70140 .lam +mm +lam .70148.6 +70141.4 +70/4179 WIDTH (4).IFREQ. Z • $ fix +7&- 40 .7&m +7&m +m-90 +m4q am40 a7am a7a40 +7244.8 +70144.1 +4044.6 Z V 63' +40.906 +70Y0b a7&-1D +70140 +701-90 +4040 +4040 +70f46.1 +4046.1 +701-79.9 ♦701-79.9 +701-79.0 Gr .7x.90 +70140 +4040 .4047 .4047 +70F436 .70143.6 .7x-79.1 +701-79.1 SEE SHEETS 1 14 FOR WINDOW ANCHOR + t I 1 1 I 1 1 1 72 +7&+W +4040 +7x41.2 +m-79 .70).79 +7x-746 .ro-74.6 LOCATIONS AND QUANTITIES.SEE SHEET `�\ �.�LYNN.".1k, 76' +701-90 .moo 7x451 .m-74 .ma4 3 FOR ANY ADDITIONAL ANCHORS .t�-• -•'•.F'P K .m-0/p +40.90 am408 �GENS6 REQUIRED FOR THE FRAME ASSEMBLY �� X TUBE. LU LU , � i .•Iu � � W, %'A '• TATE •'•�'• i0.< FLORIQA'• \��: NOTES: /j1/11111111%1 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. - A.LYNN UIL-R.P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a 68705 •" FOR GLASS TYPES: - TABLE 17: PRODUCT REVISED Daalpl Pfassuo(psq M SRVIa Wiri",MAnchor Groups 5)7/8"LAMI.IG(3/16"AN-1/4"AIR-3116"AN-.090'SG-3/16"AN) os complying WAth the Horrid, 0 Wlria7VA•h 6)7/8"LAMI.IG:(3116"T-1/4"AIR-3116"AN-.090"SG-3/16"AN) Acc lmtce Building o .oSv4,�1 i8 cceptN1S Wer 23' 25.IUIO'I I.M.1 " 30314• 32' 34' 3T 46• 53.1/1• 61)• Lk IWlbn Datc urdw7x 01001-130 +90/.130 0 -901430 +901.130 +901.130 •901-130 ,/x•130 ,901-130 «W430 "SG•=SENTRYGLAS Y KURARAY AMERICA,INC. r*� 2S1d58• .W.130 +90/430 0 .0430 +901-130 +901-130 01W.13D «9x-130 •W.130 +901-130 By 1 Mia Dade Fro&kl. 39'•. +90/-130 +901.130 0 +90/-130 +901.130 aW43D +ON.130 ♦901-130 +00430 .901.730 �► 600/6• +9x•130 +901.13D 0 +901-130 +9x•130 !9x•130 -90/-130 +901.130 t 07 +901-130 +901.130 0 .M.00 •901-130 +001.130 +90 430 SEE SHEETS 1 Br •9x•130 .90/430 0 •101430 .9X43D «9«•130 -901-130 &4FOR I"•' ¢ Q BT ;901.130 !901130 0 +9a•1J0 .001-130 01901-tJD WINDOW WINDOW W«901.130 +e0 +901-130 •130 HEIGHT ANCHOR LU701 +90/-f3D •901-13% 30 •9«•130 - LOCATIONS14• +901.190 -RO 30 II I AND N •• Y� NO � QUANTITIES. f/) W TH •••••• •••••• • • • • ),IJ 0 N a� • • • • 06TABIC 10/: Z Z � • Dailpn Pmsua(psOfa Wlndm Aascha6 b a V4ical Fm=Assembly Tube •••• •• •• •• e• SEE SHEETS I&4 vandstl Wim _ 10'MAX -��7I FRAME NQ J • - Wer 10/16' 27-710" 30314• 32' JI' 37' 46' 6&111• MW I ASSEMBLY FOR WINDOW Q (� J I ANCHOR b O LL • fir Arclla NwMr TUBE LOCATIONS AND •••• �,,,,� •• - Aralar Orap Anoka(coup Ix J u O •'"°l"iG: • *"`I°f�"P M`h"•"p O°p Gray Group �"°`p QUANTITIES.SEE ZWA D •/•• B C&D A,C&O B AI NI AC&D B A,C&D B AO AI WINDOW SHEET 3 FOR ANYf1a7a40 +701 +70190 +70.90 ;7x40 ;7040 +7«90 •70140 '701-90 +7x-90 '701-W .ro90 +ro90 +701.90 +701-90 +Tuf-W «701.90 HEIGHT ADDITIONAL {q �26.1516' •70/30 .70/ •70/.90 +ro +7«•00 •7«90 .701.90 .701-90 +701.90 +70130 •7«-90 •70130 017«•90 •70-00 +ro-90 .7«-90ANCHORS - � W••9• •7«-09.9'70&7 5 '7&190 •ro «7x90 +70190 «7x90 +7x90 +7x90 +70/-90 •70140 '701.90 +70130 +7020 +7«-90 +701-00 } I I AlDITK)NAL REQUIRED FOR 0� v 60511• +/99.3 •184. +71.90 +7x90 01191. ♦10120 +7490 '7«30 «701998 '701-90 +ro-BO +70/30 W. ,701-00 +ro3o +701.00 ly'll WINDOW IIS ANCHOR THE FRAME �--' Z WIDTH (41 IF REO. ASSEMBLY TUBE. 2 00 80' N88.6 .6 .7 +7021 •I-A.I +7x91.2 +70190 +7x90 ala-75.6 +701-90 .701.90 '701-90 +701-00 ;7«•90 +70195. o O O N 7/-06.7 .1.43.1 017 20.7+7 9.3 701.77.3 •70140 •70130 +701-72 +70f-90 '7«30 +7«•90 .1«9/.6 +7x90 +70121.3 W z Z C7 m Z _ r • � J �� 0(7 Z B g O .off as TABLE 19: _ 0� u W - - � Q '�^ Dedlgn pmsue osQ br W 91Bats AituhW to a Ha1Ba6•FasneAssernay Tube wmdw WI1h FRAME e WINDOW TUBEMBLY vt m user 23'257578• 21.716' JD•Y4• 97 9C ST 4li W-116• � HEIGHT TUBE! v Op�N N Aneha Arcluf Arclar Arcnor Orap Anrha Group, ArchaBmuD ArchaCintup Archy Gldp Arc1alGrolp ArchxGroup Group Group 0/019 _ MAX. o LL x 4 x A0 AI All A,C&D B A & CED B ACD B A B C&D A 8. C&D A B C&D A B C O Wer23• •70130 +70130 •70190 +70/90 •70190. +M.00 .70126.9 +7D/-90 .70120.6 +7x90 .7x-74.3 +M40 +701«63 +189.7 -70140 .1-W .161.7 .70190 .1 5 +/J58 .7017«9 .64.7 . 0 xi.+m a 24151• +7x-90 +701-00 .7x40 +7«90 +70(90 .70pW +70140 +70130 +70190 ;7x84 !70130 +70190 .1-67.6 .701 -7tl-W •186.5 +70140 +70/30 '/216 .1x21.2 017«-00 +70190 ADDITIONA w z J9' !70-00 +70120 .70190 +70140 +701 +701-90 .7x40 +701-90 +7x40 «70140 +70-00 +70190 +701-90 +70140 «70190 .7040 +7«40 +7«20 .7«96.2 017«91 +7«40 «70/40 ANCHOR r>0/o 0 I WINDOW I o i 50&W +7«90 .70140 +70/90 .70'90 +70/40 .7«90 .70/91) +701-90 +70140 .'70190 .M-W +M4D +70190 .7x40 +7019D '-'�1 WIDTH F~ (4).IF REG. o� w ]� 6w .%00 +7a40 +70.90 .70/40 .79 .70190 +7«40 ,ro-m .7am +7x40 .70140 •701-00 E 67 .701-90 .70190 +701 ;70140 .7a +701-90 +70190 +7x30 +70190 .70'40 .701-90 .70140 67• +70190 +70140 +7(N40 *7x40 •7040 +70191) +701.00 +7x•90 +70140 SEE SHEETS t&4 FOR WINDOW ANCHOR 72• +M-90 +70140 17«90 +ra90 .70190 ;7«90 .7«90 LOCATIONS AND QUANTITIES.SEE SHEETkV LYNN 1/Illi 76' +70130 +70190 +70190 .7«90 .7«90 3 FOR ANY ADDITIONAL ANCHORS �� ,O..........til/( iii e4• +700-90 .70140 .70190 - REQUIRED FOR THE FRAME ASSEMBLY P�,•• t,IGENSF'.�F,p�� TUBE. x No.58705 x r - nom'. S AE O V, .40 _ NOTES: rS10 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. // �A {LLEh�P.E. 51705 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. TABLE 20: Item Dwg.# Description Mat .062^ 1 7002 Main Frame Head,Sill&Jamb 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR NOM. .434' 125" 2 7071 Anchor Plate 6063-18 Alum. 2#19 I 3 7003 Sash To Bottom&Side Rall 63-76 Alum. 439 D6r 2.701• 4 7008 Frame Corner Ke Steel NOM. 062 5 7009 Sash Corner Ke Steel AS REOUIREO PER 2 1'159" Vinyl Foam TABLE 3,SHEET 4 2.7W 2.139 6 7078 frame Gasket Y 1 ��' 7 7072 Sash Comer Gasket Vinyl Foam 093• 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 3 O FRAME HEAD, O SASH TOP, 71 FRAME 8• ` 7024 Maxim Multi-Point Lock Steel SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 11 .7026 Lock Support Plate Steel #7002,6063-T6 #7003,6063-T6 #7004,6083-T8 12 7014 Multi-Lock Keeper Steel 13 7013 Tie Bar Guide Nylon I b 1'356^ j- 2.203' 14 7015 Tie Bar AssemblySteel or SS - 1 _L Doo• 1.000• +I 16 7029 Maxim Projected 0 erator Steel 7 1r '441• 1 17 7030 Operator Gasket Vinyl Foam f a23^ —� 18 7031 Operator BackinPlate Steel 095^ J FIXED �3• .093' - 19 7051 Operator Sacer Block Nylon 3 OANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE 21 7034 OperatorTrack&Slider Steel I #7071,6063-T6 #7006,6063-T6 #134,6063-T6 22 7023 Projected Hine Manuf.by Truth Steel 24 snubber,Anti-blowout ClipSteel 5 31 Dura Seal Spacer 708 .523• 32 1713' Sefting Bldtk 5/32"x 3/16"x 1- 4" EPDM oso• —L DSo •33. •1714 Settin 8 ack 5/32"x AT,x U1/4" EPDM 85 eas 865• t a 15 7036 Belid B 6063-76 Alum. 036 7042 fJ4 d C • 6063-76 Alum. 37 7059 Bead D • 6053-T6 Alum. 35 BEAD B 36 BE C . 1224 Vin Bulb Wst Thick Flex PVC 70- #7036,6063-T6 #7042,6063-T6 39 1225 st Thi • • Flex PVC 70 •90• • Dow B99S#iconBackbedtlth .ti0• •70D6 Sween Flame *so*** 310SH14 Alum. 8 m Imo— .rr2 7040 iter Ke • VtEM.PVC ne •62 Screen Cloth i INTERIOR •670•' •63 1635 Screen Spline • • • 4 0504 320 seen S rin teel .669' 0 •134 Add-on FI911 e m• BEADD PRODUCT REVISGD 71 •7004 FrameMss Tube • •• m. #7059,6063-Tti ee comldying wilt U e Ftoride RuiidngCoda 72 MaximrPwotSliderAssembl ee86 AeceptanceNo 5- 80 118-32 X 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel relion Dale Revrsee Sr. Dole: Revlon e: 81 1157 #8x 1/2"Ph.Pn.SMS 'Stainless Steel 0"o LYNN Mi 7��,� By 82 #8 x 5 8"FI.Ph.SMS Stainless Steel �\>'��.'' \CENSE^(�F.Q�i Revised ey: Dote: Revision a: fProdut:f 83 #8x 7/8"F.H,Ph.SMS. Stainless Steel ' 84 #8 x 1"FI.Ph.TEK Stainless Steel No.58705 = LM 5/15/15 NO CHANGE THIS SHEET 85 #8 x 1"Quad Pn SMS Stainless Steel / _ Deeer mow^�' 86 #6x 1-1/2"Quad Pn SMS Stainless Steel '; �g :,li,_ �' ® BOM AND EXTRUSIONS J ROSaOWSKI 87 #10X1/2"Ph.Pn./TEK Stainless Steel (��•, 7S{ATE OP _V, 1070 TECHNOLOGY DRIVE Tills: F(ORIOP �" N. VENICE, FL 54275 AWNING WINDOW DETAILS-LM$SM 08/08/12 89 #10 24 x 9/16"Ph.Pn.TYPE F Stainless Steel ;CcS, '••..R • C�C9 P.O. BOX 1529 ;SNAL NOKOMIS, FL 34274 Ser es/Mosel: Scale: Sheet Ora"inq Ma. Rev: _ 90 #12 x 1"Ph.PD.TEK Stalnlese Steel 4nryNN Ms Oed,P.I. P.E.r 5870.5 CERT. OF AUTH. #29296 AW-740 NTS 10 OF 10 MD-AW740LM A f MIAMI- MIAMI RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street;ROom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(AM) Miami,Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION , T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mieAidade.gov1cconomy PGT Industries,Inc. 1070 Technology Drive ' North Venice,FL 34275 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ); This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right;to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or . suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. , DESCRIPTION: Series"FD-101"-Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT:Drawing No. 110054 Rev E,titled"Alum.French Door&Sidelites,Impact",sheets 1 ' through-10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller,P.-E., bearing the Miaini—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO. The lower design pressure from X,XX door or 0(sidelite)shall control. 2. All laminated glazing options(glass types,A, B, C,D&E)must have 3/16"HS glass at interior side. 3. %+"Elco Ultracon(former Tapcon)to be 4"OC into Conc. and 6"into CMU(jambs). 4. Unlisted missing items#68, 69,75-89 and 100-102 in Bill of Mate(ial are not part of approvals 5. 'Applicable Egress requirement to be reviewed by Building ofticiai. LABELING: Each unit shall bear a permanent label with the manufacturces name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 11 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. , ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displaygd in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. • • • • • • , INSPECTION:A copy of thji entire 140 9i&be�ro�ided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at tie request of the Building Official. This NOA revises NOA#12-0516.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned abovg. 000 The submitted documentatioq w*,revie6 red byIphaq I. Ganda,P.E. NOA No: 15-0528.24 qMAMIOADECOUNTY ••• ... Expiration Date: October 18,2017 -• , . . . .• . .•. . . Approval Date: July 23,2015 ,� : :.•.: 0 0 0 :.•.: Page 1 r PGT Industries,Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files#listed below) 2. Drawing No. 11005-1 Rev E,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS (Submitted under files# 12-0516:02/#11-1013.22) 1. _ Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC;TAS 203-94 k: Along with marked-up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s) FTL- 6864,dated 04/02/12, signed and sealed by Marlin D.Brinson,P.E. 2) Test report on ` 1)Air Infiltration Test,per FBC,TAS 202-94 r 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 Aluminum outswing doors v/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTI-5212, dated 05/05/2007, signed and sealed by Carlos S.R.ionda,P.E C. CALCULATIONS , 1. Anchor verification calculations-and structural analysis dated 05/22/15, complying with FBC- 214(5'h Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. 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.L.DuPont DeNemours &Co.,Inc. for their "DuPont Butaciteg PVB Interlayer", expiring on 12/11/2016. 2. Notice of,Acceptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex(clear& color) interlayer", expiring on 05/21/16. F. STATEMENTS 7 1. Statement letter of conformance to FBC 2014(5'h edition)and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and scaled by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0516.0$1:a*lpf rijg 10*/*Vi7,. .• 2. Test proposals dated Jan 18,2017 and l)2715/12 app`rovetrbyTaime D. Gascon,P.E. ... :00 ... . LScA!S.s 1. ; shaq I.Chanda,P.E. Product Control Examiner NOA No.15-0528.24 • ••+ Expiration Date:-October 18,2017 ` - ... ..Approval Date: July 23,2015 . .. .. . . . .. .. 0% . . ... . . . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE 1.ITE(S) "`°oW"°""'`° ...■.yrr,.wu■rww 1.GLAZING OPTIONS: .: A.3/8"LAMI NOM.(.402')CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM a■M*w�. 21 (7 PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS, B.3/8"LAMI NOM.(A02')CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Mmi■d� ■a Ce�q.l MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/18"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM. .465" CONSISTING OF(1)LITE OF 3/16".HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Y 04 w MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. NOA DRAWING MAP Tn 4 H E.13/ NOM6"LAMI4G NO .840 CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB 3: C3 U • INTf-RLAYE QQ �tyyIDNT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. TOPIC SHEET O p r *PDBGM PRESSUR 8EE TABLES&A t.2 ON SHEET 2. GENERAL NOTES............ 1 IS •,qq A.NEGATIVE44ESIGN LOADS BASED ONCESTED PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 c — o (r`�6•Rp61TIVE DEE1M 14ADS BA§ED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. GLAZING DETAILS........... 1 � '� � clI o 3PCONFIGURATIONS:X,0,XX,XOPOY*L( 4 OXX,OXO,AND OXXO. DESIGN PRESSURES...... 2 LLI 4r NCHORAGE:TH 33 1/3%o STROWIR(WASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL 0 H ELEVATIONS.................... 3 ••W6FEWS,THAW COMB INTO CONy+CT)Q/�TH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE 00 LU VERT.SECTIONS.............4 LL w •&F,OJ41REMENLS&E STIEETS 84HROUGH 10. J 05.SI{UTTERS ARIES NOT EQUIRE1f•••• PA • R SECTIONS........... 5 a O_ O it T:INj L•l:TlC�N SCREW•,,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTSS LIST...................... 6 H (>) Ly •7.REFERENCES: • • ••• EXTRUSIONS................... 6.7 04 ca O ! ANCHORAGE....................8-10 O W :tlE bT EPORTS FTL-4964,5212&6864 ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM Z DESIGN MANUAL.- •••••• O Z O (1) • rAl$I°RODUCT"S BBEN DES"lli&JESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ~ O Z r1URRICANE 2%4E�I-LV�IZ). GLASS ABBREVIATIONS W Q _ •0.CONFIGURATIONS y�{TCH CO AI X%IPE LITE TO DOOR CONNECTION: AN.=ANNEALED LOWER �ESIGIWPRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED f- a LLI Z B.FULL LENGE g lktIMEORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED w 7) Z TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q LL o 93 93 N � LL 30 _ 30' 30 � w z3¢ 9ikl/2' ® o� +73 1/2"GLASS BITE 73 1/2"GLASS BITE 74S BITE 04'EXTERIOR - EXTERIOR ]o 0 0 EXTERIOR 1 �, o Z a 9 a 1/8"AN OR 94 3/16"AN.OR * 1/4"AIRSPACE 3116"HS. o HS.GLASS 3116"HS. GLASS HS.GLASS 3116"HS. 3/16"TP.GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASSZ(3�N��,� (DUPONT BUTACITE OR (DUPONT BUTACITE OR 1/8'HS.GLASS n �2 SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER ,• Lj MAXIMUM) MAXIMUM) (DUPONT BUTACITE) _ v �� d j d 7/16"NOM. 13/16"NOM. _ Z y ri W°-a:Q=3 g 3/8"NOM. — GLASS = z s �i o:Z GLASS STACK GLASS STACK STACK =J op o " Y•., Z . 3/8"LAMI NOM. 7/16"LAMI NOM. 13/16"LAMI IG-NOM.. �;� NOTE 1 GLAZING OPTION E, NOTE 1 GLAZING OPTION A OR B, NOTE 1 � GLAZING OPTION C OR D, kVVUtO oCT TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS gr4�'*''"`^"N` APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: .a zv (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: ' •`pr.ci..ow��7 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8'LAMI(1/8'A_090 PVB,3/16"HS) 4 B.3/8'LAMI(1/8'HS,.090 PVB,3/16"HS) DOORS WITH GLASS TYPES A,B,C,D OR E C.7/16'LAMI(3/16"A..090 PVB,3/16'HS) HEIGHT D.7/16"LAMI(3/16'HS,.090 PVB,3/16"HS) X WIDTH XX WIDTH E.13116"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3116"HS) _ 68-79 3/4" 7°-83 3/4" 87 344" 91 314" 8°-95 314" 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. N W 30 37 1/2" 60 71 3/4" +75.01-75.0 +75.0 -75.0 +75.0 -75.01+75.01 -75.0 +75.0 -75.0 MAX.OX/XO WIDTH = 73 1/2" o U O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2^ 27 3/4" +75.0 -75.01+75.01-75.01+75.01-75.0 +75.01-75.0 +75.01-75.0 MAX.XXO/OXX WIDTH=107 3/4" U) o n¢ MAX.OXXO WIDTH=143 3/4" O g � 361/8" +75.0 -75.01+75.01-75.01+71.41-71.4 +67.6 67.6 +64.2 -64.2 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/6' In o 36 3/4" +75.0 -75.0 +74.91-74.91+70.41_-704 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE H O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 363/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. to p �_ U) LL TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: W O coN APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. 0 W o (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A Z REINFORCEMEIJT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES Q H DESIGN PRESSURE=+67.6/-67.6 PSF U W _ Z • 000•• GLASS TYPES A,B,C,D ORE W Z •••• • • • W HEIGHT EX.B FROM TABLE 1. Z W • • •• • •• OXXO WITH GLASS TYPE A 4 D_ •)(•WIDTH _ T 68-7;3/11'• 7°-83 3/4" 87 3/4" 91 3/4" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES } U) Z LL 20 1/2 40 47314- +58. •5490. 55.4 -55.4 +52.41-52.4 +49.8 49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70.4 PSF N j u_ 2�1/2" •:5b3/�' +54. �5d'� +51.8 -51.8 +49.0 -49.0 +46.5 -06.5 +44.3 -44.3 EX.C FROM TABLE 2. W 0 OXO WITH GLASS TYPE C • 1/2" 55314' +51.7 -51.7 +48.8 -48.8 +46.114M +43.81 -43.8 +41.6 -41.6 30'WIDE x 87 314"HIGH SINGLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE=+43.6/-43.6 PSF w Q� 1/2" !Wul ' +49. Q +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 oN T8 33 1/2" 54 A3 3/4" +43. X1301 43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. n OXXO WITH GLASS TYPE C 0 d x ••'35 1/2" •;§7•(Q' +38. -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES z��v DESIGN PRESSURE=+43.1/-43.1 PSF o� $ g4.(il�1/2" g° 71 3/ " +34. -14.0 34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 a 8 rl DTM GLASS TYPES A,B,C,D OR E 8.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o z Z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE /4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT DETAIL. /4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 )NSINGLE -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 2=SIDE LITE -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 �=w5 - �:�u o ° Q -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 °z:z � < 'zax 0-35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4-34.0 1+34.0 -34.01+34.01-34.01+34.01 -34.0 +34.01-34.01 '.,w4v L ~L= 73 1/2"MAX. 109 1/2"MAX. 143 3/4"MAX. r ew�b'ua��' 3636 3/4" 36 3/4" SEE NOTE 3 36 3/4" 38 X. SEE NOTE 3-- —M 34- is e o 2 •2Y MAX.' —I MAX. _ �I�.— MAX. MAX. LaWn�U'p' s Y.�. by "Mol cewM 49 49 41 _ JE� N W 95 314" YnP j 0E • EIIEEI E Er E X 0 0 XX INACTco LL•••••• SEENOTE4 Wi O pR XO SEE OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 ••••• •••• O O • • • • •••• 363/4" sZ :••••i • •••••• 713/4."MAX. MAX. U W V ' 37112" • 24 9/16"MAX. 33 5/8"MAX p = Z • •fir ,!� DLO(TYP) B DLO(TYP.) G Z u) . O ce •• • 95 3/4" N W LL 4 HAx.49 41 IG w w 1 TYP. 953/4" MAX. 84 318" 1 (TYP.) ® N n MAX. 84 3/6' 'a€� .DLO MAX. TYP. DLO ciivmi (TYP.) DOOR DLO HEIGHT =HEIGHT-11318" n 40" DLO WIDTH'X' =DOOR WIDTH-12 15/16" o= _ 1C Ff �F DLO WIDTH'XX'=DOOR WIDTH/2-11 5/16" (TYP.)Dt X �D C+ X AC X INACT J 0 SIDE LITE L — DLO HEIGHT=HEIGHT-11 318" J �� DLO WIDTH =WIDTH-3118" \.` {t,..... ...,! A XX B viJ', w A� 41 NOTES: X _�.• o —o o. 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. =z z a o.:j 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP W AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO''XXO','OXX'AND'OXXO'CONFIGURATIONS. °� _z �'� -a 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 5.CLEAR OPENING FOR W AND'XX DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('X)C DOOR=DOOR WIDTH/2 4.079) ........... p� ,ua+a*o 3 �„epm.a n• 4 F�pinnin em 40 •r EXTERIOR INTERIOR MI•a U.d�.�a.� 10 1 2 60 y Y w - 60 64 AT HEAD/JAMB O 0 37 UQ O 65 AT SILL/JAMB UO r CLEAR-COLORED & U £o SEALANT EXTERIOR INTERIOR W €`- 62 5 1 Lu o ® 63 y N LL N ca O • w UO •••••• Z Z O • •••••• • • Q O p ~ •' •' •'i ' • MAX. U W W Z U •••••• •• I,IA)( • • MAX. MAX. SIDE 62 W • • • DLO DOOR DLO LITE Z U J •••••• HEIGHT HEIGHT - Q LL o • N � j 10 ••••• • ML 0 • •••••• • • • • �NNN • • •••• • •• Zom'� < SL VIEW G-G 0 CORNER ASSEMBLY -Z 30 61 U `v ' w 40 a.aas ,�d•• 1 u, o o•. J Z•.N cc 11 y:w� L N4:o DOOR SECT.A-A SL SECT. B-B '``' ., 13 %'troy. .. � a VERTICAL VERTICAL P�,o ,, 1 4 49 ruucTMrM,r, MAX.'XX'WIDTH ¢ Dow Mimi Drat • • N W •• �MAX.� �MAX.� O 8 ....' . .. DLO 'XX'SECT.C-C DLO ii W o •••• 35 3 34 44 HORIZ. 46 45 5 . cn o O •• • •••••• MAX.'X'WIDTH _ (n 11. ••• •• •• •• •• •• F „ (o ca 10 • •• •• • • •••• W ZO O 'n •• •• Z 0 to • • U 0 F' _ W Z :•• •� • ••.•• INTERIOR U W U • z Z U) F- W .- • • •• Z L O • } O 1 L4 ••• • I MAX. N W = LL. DLO 'X'SECT. D-D i LU 46 21 EXTERIOR' 5 HORIZ. SPACING,SAME AS � ® a 67 JAMB SHEETS ,8 AND 9) MAX.SL WIDTH- �j*i�r�~i aNi MAX.SL WIDTH �I (SEE SHEETS 7,8 AND 9) r c z vi�•vi U Z x 62 ion$ o V 66 LESE w a �MAX.� �MAX.� o'• ejg SEE TABLES 1 AND 2 AND DLO DLO 22 NOTES ON SHEETS 1&2 Z.y ~ a;z c�a o;Z- 66 62 - 62 FOR APPLICABILITY SL SECT. F-F w SL SECT. E-E HORIZ. (DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) '%°?�Nb ••••:P�O��:' ITEM DWG JPGT# DESCRIPTION ITEM DWG IPGT# DESCRIPTION 1 9438 160411 FRAME HEAD _ 60 920D 16920D SIDELITE HEADER 2 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 61 921D 6921 SIDELITE SILL ""• CO&�� 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH, 62 9168 80381 SIDELITE JAMB aM' �a 1 4 955 7955X FLUSHBOLT STRIKEPLATE x 63 1155 781PQA #8 X 1.000 QUAD PN.SMS 5 938 17938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70998) 6 958 17956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING 070999 7 1 17832Xl2FPXP #832 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 1995 170995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 J996 17D996 GASKET(BETWEEN HEAD&FRAME JAMB) 70 712653K SETTLING BLOCK,3/32"X 1/4"X 1"W/PSA,85+/S DURO. (V W 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK,1/16•X 1/2'X 1"W/PSA,85+/-5 DURO. 0) 11 111000 1611000M ' OUTSWING THRESHOLD 72 4222A 164222 BEAD,7/16' U 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 73 988 6988 BEAD,3J8' O 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 40678 64067 BEAD,13/18"IG 0O o 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) 90 6DURAK14 1/4'DURASEAL IG SPACER CC o 15 11002A 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) 91 BTP248 BULB,THIN(USED IN EXTRUDED BEAD) -� 18 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 92 988 64986 BEAD,INTERIOR 20 915D 60380 FRAME JAMB(OUTSWING) 93 1224 6TP247 BULB,THICK(USED IN EXTRUDED BEAD),65+/-1 DURO. & 21 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 94 GLAZING SILICONE,DOW 899 OR 983 0 0 22 6608 166608M REINFORCEMENT,1.000 X 2.750 X 0.650,6061-T5 95 GLASS,31W LAMI-1/8"A,.90 PVB,3/16"HS `- 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 96 GLASS,3/8"LAMI-1/8'HS,.90 PVB,3116"HS F= . W O 24 1048 171048 JAMB SCREW COVER CAP 97 GLASS,7/16"LAMI-3/18'A..90 PVB,3116'HS W co 25 9 41721N STRIKE PLATE INSERT 98 GLASS,7116"LAMI-3116"HS,.90 PVB,3116"HS O •••••• 26 1118 •710X34PPA #10 X.750 PH.FL SMS 99 GLASS,13/16"LAMI lG-3/16"TP,1/4"AIRSPACE,1/8"HS,.90 PVB,3118"HS Z O H •• 27 7070 ••67070 •• ULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF DEAD BOLT LOCK = L- _ I Z • 30 0 •6910 DOOR PANEL,TOP&BOTTOM RAIL U w U •••••• 31 911E 6911 • DOOR PANEL,SIDE RAIL H Z • • —91T-7FRM INGE EXTRUSION Z 32 •••••• 504--1 } J L O • • 33 1V78 •71058FPdM,B•#10X.625 PH.FL.SMS ••••• 34 •60378 •••• USS CLAMP $ ••• •• 35 1130 6TRODA 511818 THREADED ROD 055�II $ N � LL 36 90. • 7990N • /16-18 FLANGED HEX NUT W 0. • •••• 37 4A 60379M • EATHERSTRIP CHANNEL CHANNEL THRESHOLD • 38 • 7834FIaT•••• X.75 PH.FL TEK `� CHANNEL COVER, • •••• 39 9p7 • 70997• ASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) 6063-T6 40 E23••• 67924G WSTP.,.187 X.250 HIGH,FINSEAL ••••: 41 928 41720• • LIDE BOLT ASSY.(INACTIVE PANEL ONLY) x r ' • 42 1 76X12 AW• #6 X.500 PH FL SMS TYPE BDS 'gg.,4 1 43 212•• 17P30GG SILL DUST PLUG(INACTIVE PNL) ia o 44 983B 16983 DOOR PANEL ASTRAGAL 1(OUTSWING) 45 9846 16984 DOOR PANEL ASTRAGAL 2(OUTSWING) I---2.750-----j 46 1213 160200K WSTP.,Q-LON.190 X.200 HIGH —� 47 929 174UBLOK LOCK SUPPORT ASSY.(41707&41708 1.000 48 1139 176UP #6 X.750 PH.FL.SMS `\\`��+�c is � ti 49 982 FD2PTAY 2 PT.LOCK ASSY. 50 6R180FS RUBBER SLEEVEa 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) o > 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL 'o 4 8063-T5 z: ¢ o:Z-It 53 1118 _ 710X34PFA #10X.750 PH FL.SMS J i o 6 �' -=a 54 957 70957X HANDLE-STRIKE PLATE ; r'• z C"$ 55 1118 710X34PFA #10 X.750 PH FL.SMShof. s Nb .. .•Pip` x'011. ��` 1. w�uuucr w�v�nsn r nrW�'{ww M prMO 1.750-{{ 1.750 750 1.750 050 11.620 F,'� D1t OS�•2�I �1.401 ey�,r`..or. • 7 G.r �• .250-� Imo- WEATHER 4.728 4726 4'726 37 STRIP CHANNEL N W 4.628 . .062 3.000 00 6063-T5 Y 4.000 .062_ 82 4.100 062 4.100 .082 4.875 41.375 U 4.675 O Q 4.100 (1)L O 4 Lb Lb • ••�••• • •• 2.125 � cd 1 O ••••• • • O DOOR FRAME, 125 W g • • • 20 JAMB ~ � 0000•• i 6063-T6 J g 0000•• • • � • • DO%t PANEL • • DOOR PANEL U) •• •••• DOOR PANEL r• • 30 TOP&BOTTOM RAIL �� SIDE RAIL DOOR PANEL O O HINGE _ LL ••••• q�yRz�0• •••• • 6083-T5 44 6063-T5 1R ASTRAGAL 45 6083--T5 EXTERIOR ASTRAGAL 32 8063-T5 � 06 O 00.00 Y• • 0000•• 1.00 W W t` ••• •• 5 • L .1251 j 1=.525 -� .890 II r Z 0 U) • • • •3.111 •• li I--.558 ----4 050 Q O V Z ••••• S .750 .683 .050 .683 x = W U. • T 0 • • .566 -.050 { r 172 O = cf)z Z ••001 •• • ••• •• .050 883 .050 Z 0 a• • •• • •• TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD 3.000 a FIL ER HEAD A,DAPTCR 34 6083-T5 73 6063-T5 72 6063-T5 U) � u- 00000 o 14 b -T8 I Q O � �' g LL • • 3.100 CR p --►-I 1.092 � � � N � J LL 3.000---�{ 74 6 GLAZING BEAD W WQ 4 7.479 SL JAMB 8063-T5 � 62 8063-T6 ® N rn 1.272 1.479 ARA a. 8301 - _�� 050 5.459 .075 5.212 o 0 0 ax O _ n= i FRAME HEAD 6'085 .075 � 6083-T6 4.586 L 2.980 .050 .750 .050 `� K ..... .. .079 9 d g .489 I �.�w o o•.•4$� -3.100-�1 a: ' wi `�`!Q 0;Z31 3.000 SL JAMB >J v Nw�: a OUTSWING THRESHOLD SL HEADER _ SL SILL 66 ADAPTER ry.- z: � r:qj a 6083-T6 60 6063-T6 61 8063-T6 6083-TB o'•. C(, HEAD HEAD HEAD HEAD HEAD HE ZONE C" � I ZONE"D___t__ZONE"D"_l -E--1ZONE-E--1D ZONE "ZONE E"I MIOBUCT MY ,� n.*In�ub B•NI••C.& ♦agb000 140W-OT2-K-7"4 Qo�InN••DW '� x=MINIMUM JAMB ANCHOR nra E' LOCATION. Q Q ¢ m ¢ m z X z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB CV W — N N N ANCHOR LOCATION, m EQUALLY SPACED AS o U m m g REQUIRED PER TABLES 3-7 ON SHEET 9. 0 r LO W �o J = g w SILL t_ SILL � SILL SILL � SILL , SILL 4 Z U z .9 LL ZONE'C ZONE"D" ZONED"__4ZONE'E" ZONE"D" ZONE"E" Z N LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 Q Z 0 otS 0 CD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ 0 �` •••• jONE ••i�EAG Z NE HEAD HEAD • "E„ �ZONE•F"�• 1531 1 rZONE"D"ZONE"F"�ZENE� }-Z ENE�ZONE"F"ZONE"F"�Z E' I ANCHORAGE SOLUTION wNE p f- • - I FOR A CONCRETE z U- w U Z • ••• •• • 00:0 OXXO INSTALLATION m o W Z .... � w •••• • A.19"x 83 3/4"SIDE LITES"B"AND } O LL o' • • ••• • •••• ao "E"ZONE ANCHORS FROM Q p _ p 18 U ILL •• ' • (��(•(� ••• w w W W TABLE 7,SHEET 9. Z •• 9•994.0 ••.• �j N XXO OR OXX N N OXXO N PLUS: w Q Q • m m ' m m � ca • 9999 •� 2 ¢ B.713/4"x83314"XX DOOR ZONE r • • • •t -' "F"ANCHORS FROM,TABLE 4, r+ 999.9 • • • • ++ •• •• SHEET 9,EACH"F"ZONE. • • • • • - die FF 9 9 9 •••• 9••9 SEE ENCIRCLED VALUES,SHEET 9 Y 4 < • • • �I�oo od ` • •• SOLUTION: TOTALS(4)TYPE 1 OR 2 ANCHORSSILL o t �ZSILLONE� - ZSILL ONE SILL _�_ SILL ZONE-} �ZONE� SILL SILL SILL I EACH JAMB ANCHOR AT HE) SILL ---ZONE-} TYPE 1 OR 2 ANCHORS AT HEAD ZONE"F" ZONE'D" ZONE"F" ON "E„ ZONE"F" ZONE"F" "E" 'AND AT SILL. E" SEE TABLE T.SHT:9 E° SEE TABLE 7.,SHT.9 SEE TABLE 7,SHT.9 EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3!4"'XX'DOOR, =ANCHOR LOCATION FOR �� {c WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE V q NOTES: 0 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2�1/4"ELCO SS4 CRETE-FLEX 10ASONRY ANCHORS 3.#12 SCREWS t4 ' >: N 0:taus ®2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,6"MIN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. _ y w> z a N 4:p y a JAMBS(ALL):13 1/4"MAX.FROM CORNERS AND 23 1/8"MAX.O.C. HEAD&SILL OF DOORS:8"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.O.C. y��............... HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE B:XO&OX TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES: (ALSO XDOOR OF XO 8 OX) _ &OXXO _ 1.1/4"ELCOTAPCONS �� wbthe M' GLASS TYPES A.B.C.D.E GLASS TYPES A,B.C,D.E GLASS TYPES A,B.C.D,E GLASS TYPES A,B.C.D.E GLASS TYPES A.B.C.D.E ��Nq .14Y ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX txplr.tiw qo,�7^f &SUBSTRATE 2,3,WDOD 1,2,CONC &SUBSTRATE 2'3•WOOD 1,2,CONC &SUBSTRATE 2.3,WOOD 1,2,GONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC MASONRY ANCHORS ` POOR WIDTHS LOADZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOADZONES �l1DOdel•INr�C.�•Mil w x'-25.50 3.#12 SCREWS(G5) 7C'-26.60 � "XX"-47.75 w w - 'O"-10.76 "k'-25.5 TO 37.60 v TO 71.75 TO 36.75 TO 37.5 TO 37.50 LL w 4.ENCIRCLED ANCHOR 6 a w TL u iu w 5 ;u 5 ;++ QUANTITIES IN TABLES 4 04 W U 4. O u J W- J w- 11 -. J "XX"-47.75 Y �- J J J J • m J� - J • m AND 7 PERTAIN TO THE JJN JJ,� < -ainaa -a m 5o m - < ;o - a TO 71.7 > V m a i m EXAMPLE ANCHORAGE > m m iraa� < S� s i SIDE a SOLUTION ON SHEET 8. U q a Q = =ra ? Oxw �O{ , w [ � � xa � x xa, LITE _ W WIDTH x HT. X x 3 K x X 3 WIDTH x Hf. <x a WIDTH x HT. O O O O WIDTH x HT. O O x x 0 0 x x WIDTH x HT O O X O O X �'O 25.50 x 7�7 5 2 3 x.75�7�.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75x79.75 4 2 4 2 10.75 x 79.75 4 2 4 2 g Q c6 1 p ••••��75 6 2 7 4 2 3 • • 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 63.75 4 2 4 2 � H i rr • LLJ 87.7 5 2 i••1 t 3 • 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 0 4 2 0 87.75 4 2 p 4 2 p Z •:••9' 75 5 2 4 3 • 9175 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 0 4 2 0 91.75 4 2 4 2 0 LLI Q • 95.75 6 2 7. 4 2 3 ••••0575 5 4 7 4 2 3 95.75 4 1 .4 1 95.76 4 2 p( 4 2 95.75 4 2 K0 4 2 K r _ lT90•AS7b b 2 q •1 2 3 51N!x 79N 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 ,Q 12.75 x 79.75 4 2 $ 4 2 $ Q N LL • • 5 4 7 4 2 3 o6 0 83.7 4 2 4 2 83.75 4 2 v 4 2 83.75 4 2 4 2 •s•48175 5 2 7 3 ••••�J J W 0 ••• �Z75 5 2 7 4 3 •••a7.7 6 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 m 87.75 4 2 4 2 U } • 91.75 6 •J• t 5 ••••9111• 5 4 7 4 2 3 91.75 4 2 4 2 91.76 4 2 h 4 2 H 91.75 4 2 4 2 7 Z I_- s•••,83.75 6 2 7 4 2 5 5.75 8 4 7 4 3 5 95.75 4 '2 4 2 95.75 4 2 9 4 2 p 85.75 4 2 Q 4 2 Q = F. Z = A Z 9.50 x 7 .75 5 2 6 4 2 3 /�kl5 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 LL 2 U W q U •••••85.75 5 2 •8• 4 3 3 ••••63!!b 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 4 2 w 83.75.4 3 W 4 2 z Q = LLJ Z • F P 87.75 4 3 4 2 p Z U It O • 87.75 6 2 68 Q 6 • •37.75 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 4 2 nNl •••9j.7b 6 2 8 4 5 .• 975 8 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 a 81.7 4 3 = 4 2 = LL r 95.75 8 •8• 4• 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.751413 . Q 4 2 d 95.75 4 3 W 4 2 0 $ ¢ O = 2 0 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 6 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 p 4 2 p 21.75 x 79.7 4 3 y 4 2 � � N Z J W 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 63.75 4 2 4 2 83.75 4 3 4 2 = 83.75 4 3 0 4 2 LL W q q 87.75 6 2 8 14121 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 4 2 = 87.75 4 3 4 2 r O 91.75 6 2 8 14121 5 91.75 8 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 Zi 4 2 91.76 5 3 0 4 2 0 v, 95.7 7 2 10 4 2 5 95.76 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 a 95.75 5 3 W 4 2 W ® $w a 33.50 x 79.75 6 3 8 4 3 3 83.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 y 4 2 27.75 x 78.75 5 3 m 4 2 m nM 83.7 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 63.75 5 3 p 4 2 p 83.75 5 3 4 2 _ 87.7 8 3 8 4 3 5 87.75 8 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 87.75 5 3 0 4 2 0j o 0 0 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 8 2 4 2 91.75 6 3 w 4 3 w 91.75 6 3 LL 4 3 LL o a � 95.75 7 3 10 4 3 5 95.7 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 m 4 3 m 95.75 6 3 W 4 3 W oZ CSI 35.50 x 79.76 6 3 8 4 3 5 67.75 x 79.75 8 5 6 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 h 4 3 36.13 x 79.75 6 4 4 3 83.75 8 3 8 4 3 5 63.7 6 5 8 4 3 5 83.76 6 3 4 3 83.75 6 4 p 4 3 O 83.75 6 4 z 4 3 z 87.75 6 3 8 4 3 5 87.7 6 6 8 4 3 5 87.75 7 3 4 3' 87.75 7 5 LL 4 3 LL 87.75 7 5 d 4 3 ``�� X1111111 91.75 7 3 10 4 3 5 91.7 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 p 4 3 p 91.75 7 5 0 4 3 0 `�`� N��i1/�' 95.75 7 3 10 4 3 "5 95.75 7 8 10 4 3 5 95.75 7 3 4 3 95.75 7 5 Z 4 3 = 95.75 7 5 x 4 3 v��. J2%a 37.50 x 79.75 6 3 8 1413 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 a 4 3 a 36.75 x 79.75 6 4 z 4 3 z �u 6•y fi Q Q u o p; J 83.75 8 3 8 4 3 5 83.75 8 5 8 4 3 6 83.7 6 3 4 3 83.75 6 4 4 3 g 83.75 6 4 w 4 3 z: a•Q¢ 87.75 7 3 1 D 4 3 5 87.75 6 5 9 4 3 5 87.75"7 3 4 3 87.7 7 6 4 3 -a, 87.75 7 5 7 4 3 '.°i 6 i w 4 O d 91.75 7 3 10 4 3 5 91.75 7 6 91.75 7 3 4 3- -91.7 7 5 y 4 3 -y 91.75 7. 5 4 3 v 96.75 7 3 10 4 3 5 95.7 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.75 7 5 4 3 ., %ydyy �,nC 0 \ 2X WOOD 1 3/4" 13/4" 1 3/4" {_ D..I 2X WOOD f 1 3!4'MIN.E.D. BUCK,NOTE 2 3.4 KSI MIN.CONC. I MIN E.D- MIN E.D. I BUCK,NOTE 2 3.4 KSI MIN.CONC. :,,LOIN,E,q,•, i1KTkVA�� .. 1X WOOD BUCK,NOTE 2 ': �..:•:. . 1 3/8"TYPE 1 OrLIZ• Y 13/8"TYPE1 ; ; ,•.,�': :. #N 1X WOOD c '.,' ".:h_Y :h 1314"TYPE 2 }.....,!-: �:. 1314"TYPE 2 rti .mss u 1 3/8" BUCK,NOTE 2 j..s. 0 1 3!B"MIN. MIN. 1/4" 1/4"MAX. 1/4"MAX. 1/4"MAX. SHIM MAX. SHIM EXT SHIM SHIM SHIM EXT. ANCHOR ANCHOR, EXT. W D EXT ANCHOR, Y < W TYPE 2 OR 3, NOTE 1 TYPE 2 OR 3, NOTE 1 NOTE 1 1, 1/4"TYPE 1 OR 2(CMU) NOTE 1 0 U DOOR HEAD(WOOD) DOOR HEAD(GONG) 13/8"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) co $$" o a 13/8" 1 3/4"TYPE 2(CONC) k Q & 2 1/4"MAX.SHIM MIN. 1l4"MAX. �{ 1 1/4"TYPE 1 OR 2(CMU) E — 0 SHIM T 1/4"MAX.SHIM 1/4"MAX.SHIM 1 318"TYPE 1(CONC) & ' N 1 O 1 3/8'MIN. W f':1 3!4"MIN.E.D. s! .:�': 1 3/4"TYPE 2(CONC) ; 1 314" F ; WOOD �� CONC. • MIN.E.D. J J ANCHOR ?.+;•:'. ANCHOR, W O ON CONC r,;'_:;,. NOTE 1 ql I I IgglglWiqp Z p STAGGERED ANCHOR ;':;;': a'.::!•, 1.5 KSI MIN.CMU OR O N O CENTERS, ON � a WOOD 3.4 KSI MIN.CONC. 1— o/j ++ TYPE STAGGERED U(!UUIW:� ANCHOR, a O 1 3/4'MIN.E.D. D' s- 2 OR 3, -.�..,:. O W J • CENTERS, TYPE F •13/4"MIN.E.D. Q ••11{QT�s1 VOTE 1• r.:'•;. 2 OR 3, ' 2X WOOD EXT_. NOTE 1 d r I-- • 2X WOOD EX? • 1}I WOOD BUCK, 1.5 KSI MIN.CMU OR W Z W Z •• BUCIj,NOjIf —� ••+ NOTE 2 3.4 KSI MIN.CONC. BUCK,NOTE 2 1X WOOD BUCK NOTE 2 EXT. ' �' U W U •••DQOR JA (WOOD)':A A A DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(GONG) p m (D w •••••• -, WOOD ANCHOR TYPE 2- CONC.ANCHOR,• W O • • waac WCHOR,04158 3 NOTE 1 OR 3,NOTE 1 NOTE 1 } O u CONC.ANCHOR,NOTE 1 1X WOOD Q ••••• •••• EXT. • • BUCK,NOTE 'EXT. � N U � LLOAS*LXT. • •• •1/�aMASC. EXT. N014'MAX. 1/4"MAX. W Q Q R 0:0••• • 6NIkN• SHIM SHIM •••••• •— —�— •T • �`:� 1 3/8"TYPE 2 1 3/8"MIN. .;; � 3!8"MIN. 13/4"TYPE 2 .1.• ': in "N' • L-7 • J .::' ; !"^ '+ r:.•i:': 318"TY ••••• • • a 3.4 KSI MIN: i'i 1 3/4'TYPE 2 • • •• —J 13/4" ;.'c, 3.4 KSI MIN.CONC. j CONC. ,�Y — 2X&089 IiJCK,NOTE 2 —MIN.E.D. 2X WOOD BUCK,NOTE 2 _ Y� 13/4" DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D 0. SIDE LITE SILL(WOOD) SIDE LITE SILL(GONG) oZz NOTES: 1 CRR CONCRETE ETE-FLEX EX EM EDT ED 1T3/4NMIN.S IN M(TYPE 2).D HEADE OMIN UM DISTA CEONLY I FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 3 4'. FOR WOOMBEDDED 13/8"D SS4 INSTALLATIONS USE #12 SCREWS,G5(TYPE 3)OR ELCO 114"SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8"MIN.(TYPE 2). * �/ ®2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"HICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE F o 8 AUTHORITY HAVING JURISDICTION(AHJ). z 2 C4 }:w v� 3.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) o• 7 w 0 O a 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 z ~ WOOD,3D#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. may'• bj��a •.....�.�.••�F�• _w, MIAMI-DADE MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidnde.8ov/economy } PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 1 • This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade-County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend'the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails'to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SGD-770"Aluminum Sliding'Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. SGD-LM Impact', sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, } model/series, and following statement: "Miami-Dade County Product Control Approved", unless, otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of,the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tdrmination 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 forinspeotionat th"ob site at the request of the Building Official. This NOA revises NOA#A 012$at*agd po*tsi*js*o;this page 1 and evidence pages E-1 and E-2,as well as approval document mentio4V abgfe'%; + The submitted documentation was reviewed by Manuel Perez,P.E. 946 0 000 000 P/1); NOANo.15-1013.15 MIAMI-DADE COUNTY Expiration Date: February 17,2020 � 1! Approval Date: October 29,2015 J . Page 1 . . . . . . . . . . i PGT Industries.Inc. NOTICE OF ACCEPTANCE:' EVIDENCE SUBMITTED A. DRAWINGS P 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, 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 an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading 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 an aluminum sliding glass ,y door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted tinder NOA No. 09-0826.10) - 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20344 6)Forced Entry Test,per'FBC 2411.3.2.1,and TAS 202-94 . ... . . . . . .. . . .. K. Va 111 Manuelere.,P.E. •• •• Product Contro x miner • • • • . • •• NOA No. 15-1013.15 • •• � Piratlon Date: February 17,2020 Approval Date: October 29,2015 . . . . ... . . . % .. . . % .. I , PGT Industries,Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-59931 FTL-6036, FTL-6001, FTL-60149 .FTL-6015, FTL-60179 FTL-6023,. FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTI:-6033 and FTL-6036, all datedt 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) i 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal 'spacer),, per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5tb Edition (2014),dated 01/30/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Departni.ent of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS , 1: Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their. "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-Vb Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS .. .•. . . . .. 1. Notice of A2:cepta lce*Ac4 lit-0128:11,issued to PGT Industries,Inc. for their Series "SGD-770' WmgSkAng�l Doors w/90° ;�klu 135°corners -L. I. approved on 02/12/15 and expiring on 02/17/20. • ••• • ••• ••• ••• ManueiP a ,P.E. • •• : Product Control x miner •• • • • . • . • .. • .. . •. NOA No. 1 - 013.15 •• ••• . • • Expiration Date: February 17,2020 Approval Date: October 29,2015 ••. . . . ..� . E-g • • • • • • • • • • i SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group ArlOhor Substrate Frame tion.Edge Min. INCLUDING POCKETS &900/1350 CORNERS Member .—ItDistaIce Emnedmer>< Concrete(min.2.B6 kat) a em GENERAL NOTES 1 114'Elco tAlrecon lkpreuled CMU,(ASTM C-90) Jamb only ,2-112' 1414" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU BTM C4i0 min.2 kat rout Jamb on 2-17Y 1,74' 2)DESIGN PRESSURES: 1/1'Eko 410 9.3. Concrete min.3.36 ksl) Heawsaviamb 1' 1374' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Unpmuted CMU, e(813 C-90) ,Jamb only 2-1/Y t-14• Crotefla P.T.BoulMm Pine SG•0.55 Hesd788/Jamb I. 1.395' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concrete(min.2.85 kel) Head/Sill 1• 1-78" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Eko llltrecon routed CMU STM G90 Jamb only 1• 1.14• PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT p•T 9o.Mm Pins(SG-0.55) HsaNSIUJamb 9118• I've, WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 0112,1811or41D Aluminum,5053-76• 1kad7S18/Jamb aro• 0.063" BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.B.sMs, Steel,A36• Head/SINJamb 378" 0.050" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadelkr) Steel Stud,A653 Or.33' Head/Sle/Jemb 3W 0.0461• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 Kai) Hetd7Sl1/Jamb 1-112" Tw NARROW JOINT SEALANT. ll4'Eko 18-8 S.S. Unprouted CMU,(ASTM C-00 -Jamb on 7 1-114• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Appre Gator- Grouted CMU(ASTM 650,min.2 kel grout) Jamb only Y Y WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.souNem Pins SG-0.55 Head/S11/Jamb 1• 13ro• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.9ouftm Pins(SG-0.55) Hesd/Bit/Jamb 9118" 1118• CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).- El 0112,Steel SMS os, Alumlmrm,8083-75• HeadI811Namb 318•8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.1t tlusadefln) Steel,A361 Heed/81s1Jsmb 3f8• 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Or.33• Head1S111lamb 318• 0.0451 TEST REPORTS:FTL-5980,FTL-6993,FTL-6001,FTL-6014,FTL-6016,FTL-6017,FTL-6022,FTL-6023, "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6D25,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •"P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR SAI Cd•IRNOTES ALL SPECIFIC P-HOOK REQUIREMENTS. •••••• 1)FORsCONCRETEICMUSUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO • ANC RS.SEE�TAt E AVON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. S SHEET. •••••• •3+j WOODT UCW6iXS�iTiETD ASIX ARE OLESS THAN NS SEE BL112""TH CE ON IK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS NOA DRAWING MAP INSTALLED DIZQ SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS SHEET i••••• (WHEN USED) A L ESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 • • •RESPONSIBILITYCFerPlE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS.........:2-3 ••••• •f)?A:AL SUBSrj4�MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 • • BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 0000: IPS1LL IS T11 tE eSBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, ••••• • T/4'THICK 4A SI MIN., DONE BY OTHERS MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT DESIGN PRESSURES......:12- Mi�i i 3 Q e ( ) INSTALL DETAILS..............12-14 • TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................15,18 • REQUIRED BEMN GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • PANEL/SILL TYPES.........17 •••••• i Ji91 II B,SEE 6ETA)LS bN SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 i••••i Gl°e� �• i • Description(Listed from Exterior to Interior) EXTRUSIONS....................21,22 • • • G3.7/18"Laminated: Utes of 31t6"He Glass vAth.090'PVB Inladayer approved as implying Wilk tK 9116"Laminated: Ules of 1/4'HS Glass wkh.OBO•PVB Inlerte er flarlde G4 7118'laminated: Ula of 3118'HS Glass wllh.09T SO Imedayer DESIGN PRESSURE RATING IMPACT RATING. NOµ GOA 9118'Laminated: 00'Utes of V4'He Glass with.0SO Ntedayer SFJ:TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL st4n1 Dads rret G5 1"laminated I.O.:3f16'T Exterior Cap+318'Air S +711V Laminated;(2)Utes of 3/18"HS Glasa w9h.080"PVB Interlayer SHEETS S.7&8 MISSILE IMPACT RESISTANCE OSA 1•Laminated I.O.:1/4"T Exterior Cep+5118'Air Space+7116'Laminated:(2)Was of 3118"HS Glass weh.090•PVB mtedayer - G8 f"Laminaled I.G.:3118"T Exterior Ca +3/8'Air Spee+7/16'Leminated;(2)LBes of 3x18'HS Glass with.0911"SG Intedayer GLAZING NOTES: 7/ OBA 1'La rinaled I.G.:1/4"T Exterior Cap+5110•Air Sp&06+7118'Leminaled; Utes of 3116'HS Glass with.090"SO Imet er "ANN"=ANNEALED \\ ONV LYNN Mq� G7 7116"Laminated:(2)uta of 3116•Alio Gbas with.090•SG kteda er "HS"=HEAT STRENGTHENED C� t,10ENSF •.•F.p .l 07A 9118•Laminated:(2)Was of 174"MIN Glass w8h.090"SG InW@yer "T"=TEMPERED G6 1•Laminated LO.:3116"T Exterior Cap+378"Ak Space+7118•Laminated;(2)(ilea of 3118'ANN Glass w8h.090'SG krteda er 'PVB"_.090"BUTACITf �(B BY KURARAY AMERICA,INC. = Y': No.58705 GSA P Laminated LO.:1M'T Exterior Cap+5116'Nr Space+7/76'WnVuled;(?)Uta of 3116'ANN Glass with.090.80 interi er "SG'=.090"SENTRYGLA Y KURARAY AMERICA,INC. _ _ o Sc iW8/1016 AI/FDATED/ARERIAYER6fAM/FACTURER, GENERAL'NOTESANDMAP %�C •.• ern of �w wiawave (atl4eo-fee0 SERIES 770 ALUM.SGD-LM IMPACT ' pM VIEW raw Nq� �. e.s.sesv &-dare. MT �.rIMNNMILLER�P.E JR 1GHWf4 M20115 °�` CERT.OFAUnt flR36a 8GD-770 NTS 'r 22 P0T01S0 A P.E.N 58705 CONFIGURATIONS NOTES: FEXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS. POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NIT WIDTH MAX.UN6;U7 LOCATIONS USING DETAIL"JW,'Jc "KW'OR'Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE ANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp.R TABLES I-3 PER TABLES 1-3 _ 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 121 OF ANY2STRAIGHTCONFIGURATIONS. qp &q3)FOR NOM.PANEL WIDTH.SEE TABLES 1-3. MAX.UNIT jN MAX.UNIT HEIGHT rc HEIGHTW� "X'=OPERABLE PANEL, PER TABLES 1-3PER TABLES 1-3 iI 0 "0'=INOPERABLE PANEL, T POCKETDETAILLETTER POCKET m _ .. WOOD OR METAL INSTALLATION 1-PANEL r - 2-PAN "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGUR -SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" "M.PANEL WIDTH NOM.PANEL WIDTH f PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" • • ••PER TABLES 1-3 PER TABLES 1-3 0000•• • • • � I • • • • • i t 17 0000 t I t �w�Gf 0000•• • • ��&c�T MAX.UNIT t Io&o • MAX.UNI- I g a HEIGHT •• • HEIGHT i, w 000•• • • ••0•.•0• P 0.0 0 0• 'ftTABLESTABLES I-3 000• t POCKET 0POCKET i w y :.•.•: •••• 0.. •. NEL CONFIGURATIONS �`r 4-PANEL CONFIGURATIONS 0 • •• • 0:0. 000 • • •0.000 - • • MAX.UNIT WIDTH MAX.UNIT WIDTH • •0 • •• • 0 • 0 NOM.PANEL WIDTH 000000 •JV .PANEL ADTH 0 PER TABLES 1-3 PER TABLES 1 t 3 J. I I App�w•ed ssmuNylutwW lhft t t M-d- &AIV z' MAX.UNIT i SEE e HEIGHT NOTE sf4vMAX.UNIT1 / PERz,Tws HEIGHT / SHEET.pERTABLES 1� / 10 TABLES 13 V9 ° :, \ ...... .Mee�% / POCKET $ EXTERIOR $ t \a'� •• (,=NSF ''•e, f Q .. -1�r---J No.58705 �{ - 5-PANEL CONFIGURATIONS t c t CORNER,TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) %FA �Ch-?-F u\�� ""`"` EXAMPLE CONFIGURATIONS < , <ORIDP•'G\ SC f0A '5 A CHANCES THIS SHEET 1070 TECHNOLOGY DRIVE i,tti S"......•'C\ ��: - N.VENK;E,PL3WS r� ;��C)NAL ,• (W1}190.1000 SERIES 770 ALUM.,SGD-LM IMPACT w,. ade •.raver. •s A.LYNN MILLER.P.E. uwm o.r: o.K CERT.OFAUR-d70P00 SOo-no NT5 2 s 22 PGTO130 A P.E.068708 JR 1011x14 s EXAMPLE CONFIGURATIONS — CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS - 355-7/16'@ 06"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120'HEIGHT LOCATIONS USING DETAIL"Jw',-Jc','Kw'OR"Kc"INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -�`r---� CAN BE OXXXp. I 1 i 2)90'&135'CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT j g OF ANY 2 STRAIGHT CONFIGURATIONS. 96"OR 120" 1 1 HEI 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. IS a 'X'=OPERABLE PANEL, L� POCKET i 'O"=INOPERABLE PANEL, 'p"=POCKET 6-PANEL CONFIGURATIONS ' DETAIL LETTER • ',W=WOOD OR METAL INSTALLATION •••••• MAX.UNIT WIDTH c' • • ••• � " =CONCRETE INSTALLATION • 1 • •••• • •••NOM.PANEL WIDTH 1 r SHEET NUMBER • • •. • 1 3 , PEFZTI{�L�S•1� • • • 000 •• 1`r i DLO WIDTH=NOM.PANEL WIDTH-7" • • • ••• , + + I DLO HEIGHT=DOOR UNIT HEIGHT-10.125" •• •• • 000 : ••• c e 1 1 1 !K' PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" • • MAX.UNIT 1 1 ••••• • • HEtili •••••• •••PERTA 6FIS1,0• •• •.••. POCKET ;,•••; ••• 7-PANEL CONFIGURATIONS s • .. •. MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 _s`r--- �i I *pp�ovN u eowplylg wll►d. _ , 1 1 I � Flo dds d Ca p • Us,e 1 1 0 I d NO sde Prodsd MAX.UNIT l � l? HEIGHT , 1 + + / j PER TABLES 1� / / / � I`,�S� Itr, `` .•• 11I POCKET j 8-PANEL CONFIGURATIONS r '`:' No.58705 111A C Sc X16 CFWJOESTN183HEET N TECNNOL VINCE,FL 5ORW EXAMPLE CONFIGURATIONS �`S;S/.NA7..E�1G` SERIES 770 ALUM.SGD-LM IMPACT - �1111111�1` ser• •wee o4ror I A.LYNN MILLER.P.E. JR ,d1Q,1, °"" CERT.OFAUTN."MscO no NTS 3 d 22 PGT0130 A P.EA 58705 GLAZING DETAILS(G3, G3A, G4, G4A, G5& G5A) 9 7/16'NOM. 7/16'NOM. 1"NOM. 3/16"HS GLASS 3/16'HS GLASS 3/16"HS GLASS .090'PVB .090"PVB .090'SG 3/16"HS GLASS 3/16"HS GLASS 74 3_/16"HS GLASS 74 3/8'AIR SPACE 74 3/16"T GLASS B2 8Z 83 EXTERIOR 3/4'NOM. EXTERIOR 3/4"NOM. GLASS ('� GLASS 58 3/4"NOM. BITE `3 BITE GLASS BITE EXTERIOR 80 80 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED LG:GLASS,TYPE G5 •.•..• • • • • • 844;�8M• 9116"NOM. 1"NOM. • • ' 3/16'HIS GLASS •••••• • •• 1/4"NS GLM16S 1/4'HS GLASS .090"PVB ••••• • •lOg�p1lg .090"SG 3/16'HS GLASS '•• •• ••••: 1/4'HE 74 1/4"HS GLASS 7a 5/ AIR SPACE 74 1/44""T GLASS • • • • 82 •••• 82 •••••• 83 ' 3/4NOM. 3/4"NOM. •••'•• " XTERIOR"' ' GLASS EXTERIOR GLASS 56 3/4"NOM. • • GLASS • • •• a • BITE BITE • • • BITE �••�•• • • • .. EXTERIOR • • 81 81 79 t 54 wppm ed m mmplYlKwtlkS. 55 FU {C Deis NOAH ml a M. 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A ......!•!�i/ , GLAZING NOTES: 'ANN"=ANNEALED 'HS"=HEAT STRENGTHENED W.58705 'T'=TEMPERED "PVB'=.090'BUTACITE PRAY KURARAY AMERICA,INC. "SG"=.090"SENTRYGLA$'3Y KURARAY AMERICA,INC. = J u (e Z o IS bj sl L SC - 1N82816 A UPDATED INTERLAYER MANUFACTURER- 1070 iECHNOL001'DRME GLAZING DETAILS ....F(OR10P.•'\G�. — - ...... rC loll N VENICE FL 3W5 SERIES 770 ALUM.SGD-LM IMPACT �''��`;; >NA�•��`� (PIf}I80.1600 a &;D aow orr"� ""' A.LYNN MILLER,P.E. O—W. ow: n k ® 806770 NT$ 4 +22 PGTD130 A P.EJ158705 JR 1N1QH4 CERT.OFAUTN.029M GLAZING DETAILS(G6, GISA, G7, G7A, G8&G8A) s r 1 NOM. 7/1 B"NOM. 1"NOM. " 3/16"HS GLASS 3/16"ANN GLASS 3/16'ANN GLASS " .090"SG .090"§G- - 3/16"HS GLASS 090'SG 3/18"ANN GLASS 318"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74 ` 3/16'T GLASS 82 3/16"T GLASS - 83 83 EXTERIOR 3/4"NOM. 3/4"NOM. 3/4"NOM. GLASS 56 GLASS 56 GLASS BITE -BITE t , BITE EXT EXTERIOR ERIOR •a I - 6o 79 .••• 79 0000•• • 54 65 • • 55 - •••••• • •1"LAI�IIMATED I.G.GLASS,TYPE G6 ,7/16"LAMINATED GLASSTYPE G7 • • 1"LAMINATED I.G.GLASS,TYPE G8 0 0000 0000••• • • 1"NOM. 9/16'NOM. 1'NOM. 0 • • 3/1640"dLop 3/16"ANN GLASS 090"S �:• • • •• 1/4"ANN GLASS .090"SG 0 ��.,•� .090'SG 74 3/16"ANN GLASS • 3/18 A� •0.0•• • • ••0 5/18"4R SPACL• 74 1/4"ANN GLASS 5/16"AIR SPACE 74 • • • 1/4"T GWSS 1/4"T GLASS 0000•• -• • 82 • • •• • 6s 83 • •• 314"NOM. 56 3/4'NOM. EXTERIOR` 68 GLASS 3GLASS GLASS a BITE BITE BITE EXTERIOR . 61 EXTERIOR a79 79 54 +ppeortd ueoeepi,ieq•iNY• 55 55 One - NOM ` - M4ml -eodnel 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A B. GLAZING NOTES: , "ANN"=ANNEALED $��•''�\CENSE' ,F� �� "HS"=HEAT STRENGTHENEDsY 'T"=TEMPERED " No.58705 "PVB"=.090"BUTACITE PJB%Y KURARAY AMERICA,INC. "SG"=.090"SENTRYGLATBY KURARAY AMERICA,INC. = d '•"� u 20 ' Iw.aey. der n.,eu,r w.ure.e :(��••... CAL'OI: 8C 10N1015 A UPDATED lNIJ:RUYER AfANIlFAC7URER N.VENICE,FL$075 rr �� .........'�\,�.``; ,o;6 MMOLOGYM,E GLAZING DETAILS ro„/4,D 1,,� SERIES 770 ALUM.SGD-LM IMPACT %; )NAV. Eilono/E" NN e\�% •+eee•e ewer ebur .nc A.LYNN M�LLER,P.E. CERr.OFaU7N 779¢46NTS 5 d 22 PGTO130 A RE.058705 JR TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+BO/-60 gill Heightto Max.(+)DP configurations on Sheets 2&3) (May be limited by Table 1A) 8i11 Riser rser HeiIniltght I Rating) For comer astragal anchorage on 80"or 135°caner units,see sheet 11 H•Igt (+)Design Door UMI Height (Flat or Box,see pressure,psf Table applies to Glass W9W 9(", Sheet 17) Types 3,3A,5,5A,7,7A,8 -7/ir DLO /8 DLO Flush-1-117 1 see note 3 &8A and the Stile/Astragal Anchor Group Anchor roup Anchor roup Anchor up Low-2-1/2" +48.67 types shown below' 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-31/4" +60.0 Hea C4+1 +1 C:4+1 +1 C4+1 +1 C4+1 +1 C4+1 + + + + + C4+1 C 4+ High-4" +80.0 24 O Jamb' 8 8 8'" - 8 8 8 8 8 8 a 8 8 6 8 8 B SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8- 7+8 7+8, 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 r 30• DLO aJamb 8 8 B 8 6 8 8 8 8 B B 8 8 8 8 Pfiook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 Head/Sill 04+1 0410 C4+1 C4+1R7+8 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 38" DLO Jamb 8 8 8' 8 8 8 8 B8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8- OH LENGTH Hea&SIIIC4+1C'r1+1 C4+1 C4+1 C:4+1 C4+1 C4+1 C4+1C4+1 C4+1 C:4+1 C4+1 C4+1 C4+1 42° DLO E 3W Jamb 8 68 8 8 8 8 86 8 8 8 8 8 P-hook 6+7 8+7 6+7 6+7 7+8 7+8 MIR 7+8 7+8. 7t8 T+8 7r8 7+8 wx OI OH RATIO t 1 HeaNSlll C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C+1+2 C4+2 C4+2 C4+2 o4DL0 Jamb 8 8 8 8 8 8 8 8886O p 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+B 7+B 7+8- J1_ •••••• FOR%XAMPLE ON USING TABLE,SEE SHEET 1. ••••t •••••• • • • •, OH LENGTH •• �•�••a OH RATIO=OH HEIGHT 081 . • 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. *oases •g N USINg�F�E•-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS ••••• 60.WSF MAX,"MM YSiNG THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= • • TABL1A. NOM.PANEL WIDTH-7" ••••• •3W,1-114"ANO 1-1/1"UL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST • • USED WK"WATER RESISTANCE IS NOT REQUIRED.MAX.c ONLY6E POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= •0000* E USED WHEW jF4F WR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" • DJACENT DIAGRIM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. C94,000 •S)SER SHEET'10e1R POR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= •e s 5j%VDR SIZE=0 CQWLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866 • 6)JAMB ANCHGRSkARE6PECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 00 0000• t s • • Straight Astragal Lockstlle @ 90"Astragal Loc s e @ 135'Astragal Lockstile Interlock P-hook Lockstile®Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 13S*Astragal 4Vprortd=mnplyrgwkbtk Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile' Heavy-duty Stile 11 -i- Standard Astragal Outsidetside C outside I or a NeCorne N,r-�� Comer w-� r..i� Rt- Inside \ ,a( LYNN M//! Inside Cor Corner Cn�tside 1� '�cL,NSF '.FQ Corner Part 860(Stile) Part 861(Stile) part 8119(Out.) Part 861(Stlle) it: No.58705 part 860(x2) Part x160 Part 1760 part 867(Astragal) Part 860 Part 8118(Comer part 8120(In.) Parts N31&832 Part 1161 _ Receiver) (Corn.&Fxd Mount) Darker x talmIs A CHANG)E8THISSNEETDPANDANCHORAGE-rsrontiwNoloorarrvE �? PC 011\0 rA YEN=FL$075 nr rNealeoo SERIES 770 ALUM.SGD-LM IMPACT 's';!ONAV.��0 oar sa.•et see set s,.r,w ti" A.LYNN'P11LLER,P.E. ore aft CERT.OFAV,/1 M Sona- NTS 8 +22 10070130 A P.EA 56705 JR 10110114 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601.80 For comer astragal anchorage on 90'or 135'comer unite,see sheet 11 (May be limited by Table 2A) Door Urea Height Table apples to Gass types �„: �. 91y' ger 1 f 714 120" 4,41A.6,6A,7,7A,8&0A gg-7/8"DLO 73 79.7/8'DLO 85.7/8'01.0 91-719'DLO 97-7/8•DLO IM/8"DLO IM7111'8' and the Me/Astragal types Anchor Group c r Group Anchor Group Anchor roup ne r Group Anchor Group Anchor p Anc r otq shown below' 1 2 3 4 1 1 2 3 4 1 1 2 3 4 1 2 3 4 1 2 3 4 7 2 3 4 7 2 9 4 1 2 3 4 e I G+1 +1 G+1 G+1 +1 G+1 + +1 GH +1 +1 G+1 G+ + + + + G+ + +1 G+1 +1 G+1 G+ N +1 G+1 G+1 + G+ 24" DLO Jamb e a 8 8 8 8 e e 8 e 8 8 8 e 8 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 70 10 P4" 8+7 8+7 6+7 8+7 7+8 7+8 7+8 7+8 7+a 7+6 7+a 7+8 7+8 7+a 7+e 7+e 8+9 a+9 a+9 8+9 8+9 a+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9*10 9+10 23. F1ead/Sil G+1 G+1 CW G+t G+1 G+1 G+1 G+1 GN G+1 C4+1 G+1 G+1 G+1 G+1 G+1 GH G+7 GN C4+1 G+1 G+1 G+1 G+1 G+1 GN G+1 G+1 G+1 G+1 G+1 G+1 30' DLO JanD 9' a 8 8 a 8 8 8 8 8 8 8 a 8 8 a 10 /0 10. 10 10 10 to 10 10 10 10 10 10 10 10 10. Patook. 8+7 t7+7 6+7 8+7 7+8 7+8 7+8 7+8 7+e 7+6 7+8 7+8 7+8 7+8 7+8 7+a a+9 e+9 8+9 8+9 6+9 8+9 8+9 5+9 9+10 9+10 0+10 9+10 0+10 9+10 9+10 9+10 fC4ll G+1 G+1 Gvl G+1 G+1 G+1 G+1 G+1 GN G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 GN G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 36' D A8 8 8 a _8 a 6 e 8 8 8 a a 6 8 a 10 10 10 _10 10 10 10 /0 10 10 10 10 10 10 /0 10 0+7a+7 6+7 6+7 7+8 7+8t7+87*8 +8 7+8 7+9 7+8 7+8. 7+8 7+8 7+8 7+8 8+9 8+9 e+9 a+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 19 G+1 G+1 G+1 GN GN G+1 +1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G*1 G+1 01 G+1 GH G+1 G+1 G+1 G+1 G+1 C5+1 c5+1 G+1 G+1 C5+1 C6+1 42' DLOa 8 6 8 8 96 8 8 8 8 8 8 a 8 1010101010 10 10 10 10 f010 10 10 f0 70 10 8+7 6+7 6+7 6+7 7+a 7+8 +8 7+e 7+8 7+8 7+e 7+8 7+8 7+a 7+8 8+9 8+9 8+9 8+9 8+98+9a+98+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 {1' 19 G+2 G+2 G+2 G+2 G+2 04+2 +2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 Ga2 G+2 G+2 G+2 G+2 G+2 G+2 C6+2 C8+2 G+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 a 8 a 8 8 e8 8 a 8 8 8 a e a 10 10 10 10 70 10 10 10 10 10 10 10 10 10 10 10�•a • +7 6+7 8+7 6+7 7+8 7+8 +8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 a+9 e+9 8+9 8+9 8+B 6+9 a+9 a+9 9+10 0+10 9+10 9+10 9+10 9+10 a M+2 C1+2 G+2 G+2 C4+2 G+2 +2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2� Dl0 e e 8 - 8 8 8a 8 8 8 8 B 8 9 8 e••••t • • +7 0+7 6+7 8+7 7+8 7+87+8 7+8 7+8 7+8 7+e 7+8 7+0 7 7+8 Not available In these sizes • • • -� �, Head�ll CA+2 G+2 G+2 G+2 G+2 G+2 +2 G+2 G+2 G+2 G+2 G+2 G+2 - •••••• •E• 6. 8 8 8 8a 8 9 8 8 8 b 8 8 • • .` O DLO P 0+7 0+7 6+7 8+7 7+8 7+97+8 7+a 7+8 7+8 7+8 7+8 7+1 7+8 ••••• NOI16S: ••••• O= EXAMPLE ON SHEET 9 •••i•• DLO WIDTH 1)ROSITIVE W" L"S IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. = •2)WHEN USIMG THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7" •:•••• ACSITIVE WATER DP16 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX9 3111 Height to Max.(+)DP DLO HEIGHT= • •(NEGATIVE F�jVWQHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 4 — DOOR UNIT_HEIGHT-10.125" •s•••• 0 3)4' 3-114'PMD!-1/2 461LL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height •SJLC IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. see (+)Design w PANEL HEIGHT Sheet 17) = • • POSITIVE DESfGN PRrsSSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or Box, Pressure,Psf = �I OH RATIO 21 •••••• 8 DOOR UNIT HEIGHT-1.866" OVERHA�G COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM):THIS CONDITION IS x • • RATED OR OATER INFILTRATION. Flush-1-1/2' r see note 3 0 a4?SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +40.07 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-34/4' +80.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE . High-41" +60.0 OH LENGTH INSTALLED. SEE NOTES 13 r OH RATIO= OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @roved ueemp(11aa7Ga�a• Interlock P-hook Lockstile @ +lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal pp PbrWs to1. a Heavy-duty Stiles Heavy-duty Stlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Det. Inside NOA# Standard Astragal Outside Corner Outside Caner M ml a Pmdeel Comer. ar. Inside J� w� \ (LYNN 4fl inside CooCorner Outside `\\ �\\••cENS ` Corner ��• E Part H61(Stlle) Part H61 Stile) Part#119(Cut.) Part#61(Stlle) %~ ' Part#61(x2) Part H61 Part#61 Part N61 Part#118(Corner Parts#31&#32 Part#61 _ %�G No.56705 Part#67(Astragal( Par[#120(In.) Corn.&Fxd Mount), ( ) �ts-, t�- G' modar ac 1"sarmla � cHANOEs mis arlEEr t�res•e =-n ! i5 :DP AND ANCHORAGE ` �`•. ,lE0 :\� owe - N. FLa427anee ','�•.'•.F[OR70P;.• G arta SERIES 770 ALUM.SGD-LM IMPACT ,aN}4aa7600 - sereroe sere crew •.rose. ne �!LYN 4LRR,P.E. 10110M - Oere CERT.OFAUM MM ® 806770 NTS 7' • PGTO180 A P.E. 58705 6 TABLE 3A: TABLE 3: Design Pressure(DP)and Anchor Quantitles Required,(tor all approved configurations on Sheets 2&3)- Maximum DP shown below Sill Height to Max,(+)DP For comer astragal anchorage on 80'or 135'comer uNts,sae sheet 11` (May be limited by Table 3A) (Water Infiltration Rating) Door UNI Hal hl Sill Riser Height (+)Design Table applies to Glass Types 4,4A, 87 84' 91Y 98' 102" 108' (Flet or Box,see PressurePat 6,6A,7,7A, 8&SA and the SBI•/ /B"DLO 'DLO 7 O - 81-7/ 97-/' Sheet 17) Astragal types shown below. Anchor Group Ane orOrotp car roup Anchor p Anchorroup Anchor Group Flush-1.1/2• see note 3 1 2 3 4 1' 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4- 1 2 3 4 Low-2-112" +46.67 Oman Pressure /-90.0 + s +175.0 s Medium-3-1/4' +80.0 24' 17" Hsad15111 G+1 C4a1 C4+1 C4+1 G+1 C4+1 C4+1 C4+1 C4i1 04+1 C4+1 C4+1 C4+1 CA+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G+1 High-4• +90.0 DLO Jamb 6 8 B 8 8 8 8 8 8 8 8 8 8 8 8 B 10 10 10 10 10 10 10 10 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7a8 7+8 7+e 7+8 7+8 7+8 7+8 8+9 8+8 8+9 6+9 841 8a9 B+8 8+9 Deal Pressure +/-80.0 psi +182.5 at +/-76.0 Pat 3023" HsaNS19 C4+1 C441 C4+1104+11 C4a1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C441 C4+1 04+1 t DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 1D 10 10 10 10 10 10 10 P-hoot 6+71-6+7 6+7 6+7 7+8 7+8 7+8 7+e 7+8 7+8 7+6 7+8 7+8 7+8 1a8 7+8 8+9 6+9 B+9 B+9 8+9 8+8 8+9 B+8 Design Pressure +/-90.0 psi +/52.6 pet +/-7&0 psi 29" HeeNSIB 04+1 C4+1 C4+2 C4a2,C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 CS+2 C6+2 C4+1 C4+1 T+2C,rj..2 G+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 367 DLO Jamb 8 8 8 1 8 8 8 8 8 8 1 8 8 8 to 10 10 10 10 10 10 10 P-hoot 6+7 6+7 6+7 6+-r 7+8 7+8 7+8 748 7+8 7+8 7+8 7+8 7+8 6+8 88+9 8+8 8+8 8+8 8+9 8+9 8+9 8+9 Design Pressure a/•90.0 pa! _ - +/82.ti pori r/-76.0 psi jS2 H LENGTH 4-�- 42' 35' HsaN9111 C4+2 C4+2 C4+2 G+2 G+2 C4+2 C6a2 C6+2 C5+2 C8+2 C5+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 DLO —Jamb 8 e 8 8 8 8 8 B 8 a 10 8 8 8 10 B 10 10 10 10 10 10 10 10 • P-hook 6+7 7+8 7+8 7+6 7+8 7+8 7+57+8 7+8 8+9 8+9 8+8 8+9 8+9 8+9 8+9 8+9 8+9 8a9 849 8+9 8+9 8+9 8+8 OH RATIO 2 1 Des Pressure *G90.0pa! Sea Note A below +182.6 pat +1-75.0 psi II C4+2 C4+2 C6+2 C5+2 C4+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 06+2 06+2 CS+2 C6+2 C8+2 C6+2 C5+2 C5+2 c6+2 06+2 •••••• �� OLO12:!% 8 8 8 8 8 B 10 8 8 B t0 8 8 8 10 8 10 10 10 10 10 f0 10 10 • • • • g+7 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 S+8 8+9 8+9 9+10 9+10 9+10 8+819+1019+1019+10 8+8 9+10 9+10 9+10 •••••• FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A.8,8A,7A, 8&8A; +/-07.1 FOR GLASS TYPE 7 •• TIOTES: •••••• OH RATIO=OH LENGTH • •••• 1 WSITIVE PR"URM IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT •1 2)VIREN USIND.TWC4- 2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" ••••• DP TS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES ••• •• UNCNANGED).SEE YABI.E 3A. - DLO HEIGHT= •3f4e,3-1/4"ANL1Z�/$�S LL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" • • MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN •sees• • • TABLE 3 MAY EI?IrtD WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= .,- •••••• •JIUILQING COW4 JACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" • 4rSEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. • •5)dWR SIZE=O Q(5&4.Y WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. • •••• B)JAMB ANCHORS ARE6PECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. •sees • THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ +PPS d as"mplylgolth tb Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal Florid. Id g o e Heavy-duly Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile D.k NOAP Heald-duty Astragal Inside aR*mRI9_.Pmd Outsidetside C4+ Outside CorneCotRrr.w.i�� • III I Inside L. Inside Co 'I I Corner Corner ��,•'�LCEraSF' �Fp Corner � `i'.•' % _ _ Part 961(Stile) part 8119(Out.) - Part p61(Stile) -�r r No 58705 1C r�- _ Part 061(Stile) "- Part 861(x2) Part 861 Part 861 part 868(Astragal) lPart 861 Part 8118(Corner part 8120(In.) parts 831&832 Part 861 = Receiver) (Com.&Fxd Mount) Sc 1092015 A CNANoe8THIS SHEEr DPANDANCHORAGE- 1o70TCHNOLOSYDRlvE �o `?,o...... N WNICE,FLa+27a +•• ', SrpNnL�'�,` ("Q400.100e SERIES 770 ALUM.SGD-LM IMPACT 1 eMr rre aslr ,t a"• I �' A.LYNN MILLER, 1I P.E. n M a.r: CERT.OFM FAU9292911 ® 806770 NTS 8 •22 POT0730 A P.E.s sa7o5 JR 1N10114 s NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTHCLUSTER DETAILS, DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE'C5" FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"CB" SHEET 10 FOR INTERLOCK 24"MAX.O.C. THIS POCKETS AND 60"NOM. CLUSTER,SEE _ SHEET SEE POCKET g p-HOOK PANEL WIDTH DETAILS,SHEET 11 x x x x O r------- - x x x x 6"MAX. JAMB MOUNTING I x x x x f x x x x x INSTALLATION, ADAPTER I e Mme' x x x x xx x x x x x x THIS SHEET ANCHORS MIDWAY i 1 0 T MAX. &SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF ANCHORS&AT 3" i IO i x=FRAME t x x ANCHORS FROM TOP& irc ®i �p ANCHORS 96" (TOTAL8 BOTTOM 14• UNIT 21"MAX ANCHORS) ISN MAX.O.C.' "1 ° HEIGHT D.C. PER JAMB 4.051" 'MAX.TO OPENING o of 14•MAX.O.C. (7®=P-HOOK EDGE OF POCKET SEE I ANCHORS x DSETAIEE B INSTALLATION i o12 ®I Z BELOW) DETAILS'Jc'&'Kc', °� RIO=P-HOOK •• END PANEL SHEET 14&PART i I®� MOUNTING x ""�•�c"" ANCHORAGE DETAILS'J'&'K', i y i 0 r ;0T MAX ADAPTER • •••• 24"M•y. (P ANCHORS) SHEET 19 FORi � I I i ANCHORS • O.C. • P-HOOK 6"MAX. 1000;��----"' x x x• i END PANEL •:•••• •• ••"+2" ANCHORS END PANEL' x' x x x x x x x x x x x " x' x x x 6"MAX. ANCHORAGE(SEE •• • ••/'NCHORAGE ANCHORAGE x x . x' x x x x x' x x .+2" "+2• SKETCH BELOW) • • • } (SEE SKETCH BELOW) .+2" �•+2• '+2" ANCHORAGE ANCHORAGE •••••• • •CENTERLINE 6"MAX"TYR ANCHORAGE ANCHORAGE ANCHORAGE • •••• •••OFPANEL I 2.04' ••••• 24•Mp)(, •••• EXAMPLE:5-PANEL 2 TRACK 90°OUTSIDE CORNER- XX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: • • • O C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ••••• _ NON-STRUCTURAL • • • ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED •• 0000 ••• • • •• 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE • •• 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: EXTERIO HEAD OR SILL IF A SPLICE 000000 • 21• OCCURS AT THE P-HOOK. • • CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM • • NOM. INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, •••••• • • SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. • _ • WIDFH ILYH ••DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. ' • •• FOR INTERLOCKro.c.a ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY � •' r 5.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR' CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE "JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS).14"MAX.ANCHOR 2TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. dtO"441os` I•► "+2"ANCHORAGE ANCHOR PAIR REQUIRES SEE"C5"CLUSTER END PANEL "C6"CLUSTER,SEE CENTERLINE CENTERLINE DETAILS,SHEET 10 OF ANCHORAGE N9M 11 • I DETAILS,SHEET 11INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) M6 Mol Prodael • 4.051" 3.5" • �� 7 Z/ • • aCNY LYNN 4' ��'� CENTERLINECENTERLINE + CENTERLINE _ N°'5070' EXTERIOR OF PANEL 3 „+2"ANCHORAGE—/ OF PANEL 4 " 2"ANCHORAGE OF PANEL 5 = SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS { [0 a` IS; U� o.rx x.renx o..w� p srA E OF ��: sc 1o�e=5 A awNor~sTNlssNeET t0>erECNNaoorOwvE ANCHORAGE SPACING&EXAMPLEPLANS ';�csti/(LOR10A'\;C N.VENICE FL 3W5 �•• �� w SERIES 770 ALUM.SGD-LM IMPACT A. N hl�1R P.E. ,.�....� «.� p.r•xi �. •r o.� °.• CERT OFAUTH. Tn.r Soo-nO NTS 9 d22 PGTO130 A P.E.#58705 JR IWIWf4 - 6"DIAG. ASTRAGAL OR 2.04" ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I r(FOR SPLICE SPLICE LOCATION INTERLOCK--t—IF NEEDED INTERLOCK-, CONDITION,USE INTERLOCK IF NEEDED 2.04" CENTERLINE I CENTERLINE "06"CLUSTER DETAIL) CENTERLINE I 1.75" EXTER 6'DIAG. 3.5" 7. T 3.5' 21' 1.75' MAX. ExreRloR O.C. 2.04" 2.04' 2.04" 21" I I MAX. 3.5' 4"DIAG. 7" 3.5" O.C. EXTERIOR r EXTERIOR 7" EXTERIOR 7" v Y 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 6"MAX. 5.84" Q ASTRAGAL OR INTERLOCK ®ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK T 2-TRACK- (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER " FRAME JAMB 6"MAX. ANCHORS ARE REQUIRED,"CB) ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHOR PAIR 4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCKAIF NEEDED INTERLOCK CONDITION,USE INTERLOCK�`IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 2.04" r r� 3.5' 3.5" 7" ANCHORS MAY BE INSTALLED -21" EITHER IN THE EXT.OR INT. • 1 - • • 09: 2.04" "DIAG. MAX. TRACK(INT.SHOWN) 0000•• • • • O.C. • 0 4.08. 4.08" ••• I 2.04" •••••• • • • •I NOTES: - • 6 1.ALL DIMENSIONS SHOWN • • 4"DIAG. EXTERIOR 3.5' ARE BASED ON MIN. • EXTERIOR EXTERIOR •••••• •—s�� •• �" 7" 3.5" B"MAX. ALLOWED. • • 34RK' FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ••••• 90 ASTRAGAL OR INTERLOCK cM ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE • • ASTRAGAL OR INTERLOCK LOCATIONSlANCHORAGE AT ••••• • Qj Ej2E 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ••••• ANCHOR PAIR • • • • ANCHiR9ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,'C8") 0000•• 000000 FOR SPLICED 0 • • ASTRAGAL QQR��SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE CONDITIONS ONLY: INTE{ZLbDA�T II (FOR SPLICE CONDITION,DO NOT •••••• ••• IF NEEDED INTERLOCK�-i INTERLOCK SPLICE LOCATION 0 CONDITION,USE USE THIS DETAIL) • • •• CENTEIRLINE•I CENTERLINE "C6'CLUSTER DETAIL)- CENTERLINE IF NEEDED 0 • • 1.75" 3.5" 3.5" 0000•• • • 35„ 7" 0000• 3.5" • Approved ue mlXYlat MI►11► 2.04" 4"DIAG. 2.04" 4'DIAG. 2.04" D ridx e 5.37'DIAG. 4"DIAG. NOAH 2.04" h,ul mle oet 4.08' 2.04' By I/ - 4'DIAG. LYNN YN EXTERIOR - EXTERIOR 7" EEXTERIOR 7" —� 3.5' :��•' ENSE 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL lu 4-TRACK FRAME HEAD/SILL ' @ ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK _ No.SE705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,'C5') WITH&WITHOUT SPLICE CONDITION :Y) C1'- w.ae�:. o la - amu: _ -memR � phi l o z°FS .•flk" sc laarmtd A cNANGE3THissNEEr ro7orECNNaoorcnlvEpff. ANCHORAGE,EXAMPLE CLUSTERS c•,' .FcorloP. ��; owe Nw*gaK N.VENICE,FL X1276 SERIES 770 ALUM.SGD-LM IMPACT sn egae sere — •m„oM — A,LYNN�Ail-l-ER P.E. nr.war. owe am a owe SGo-770 NTS 10 w 22 PGTO130 A P.E.A 58705 JR IOIIW14 CERT.OFAUTN.I1B28! 2.04" 2.04" 2.04' INTERIOR 2.04" NOTES: INTERIOR INTER INTERIOR 7, 1.ALL DIMENSIONS SHOWN ?4-DIAG. 4"DIAL. 8.94" ARE BASED ON MINIMUM. 6.12" 6,12^ 3.5' 3.5" ALLOWED. INTERIOR 7' INTERI INTERIOR 2•DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, 90 3. 90° 3. , s 1 EXTERIOR 1 AND WOULD BE IDENTICAL ExTERIOR Ex7ERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 144 41 3.5" 4„ 3.5" 4„ 3.5" 3 4, EXTERIOR _ "+1"ANCHOR 2.04" EXTERIOR 2.04. 7" 2.U4• EXTERIOR 4 2.04" 7" - EXTERIOR 8.94" i 90'CORNER 90'CORNER 135"CORNER 135°CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I- CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER % (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,-C4 —ARE REQUIRED,'C6-) ANCHORS ARE REQUIRED,"C4 ANCHORS ARE REQUIRED,"C6') • • 4.08' ' "+2'ANCHOR ••••• INTERIOR `INTERIOR • •••• • • EXTERIOR 4.08^ "+1"ANCHOR • • , 2.04" 4"DIAG. • ••• • 4 • 3.5, - INTERIOR 7.41" • INTERIOR •••••• •• �— • • 7" 135' 3'5" II - CENTERLINE •••• • ••• .3 1 EXTERIOR OF PANEL • • • • — 3.5" „+3"ANCHOR ••••• ••p,pg" 4.08" 7• • • • .6.33' AG. 5. 7 ••••• CENTERLINE • OF PANEL 2'04' 4"DIAG. •••••• • • 315" 4" 3.5" • •• E Tx ERK" •• EXTERIOR 7" 4" INTERIOR ON " "+2•ANCHOR 3.5• • • 7" EXTERIOR ALL • •••�• ORNER 135'CORNER n_ VIEWS 7 •••••• • 3-iRA;K F E HEADISILL 3-TRACK FRAME HEAD/SILL V I�CENTERLINE • • ••• ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OF PANEL •••••• A-6A%3-TIACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL • • ••• • •• INTERMEDIATE ANCHOR LAYOUT • 0.0* INTERIOR 6.12 INTERIOR 2.04" - 2.04" 12, 3.5" I 4„ EXTERIOR 588' I CENTERLINE INTERIOR �f"OF PANEL INTERIOR 90 3.5" 136' ;"+3"ANCHOR 4" 7, 2.04 , APpmed u mapl�S with� 6.12' 4"DIAG. 6.12" 3.5„ 4.08•LT� " a s W. 1 4-QJAUNOAM 7" EXTERIOR ismI AT 2.04" 3.5" 4" 4"DIAG. 3.5" 3.5" EXTERIO 7• " EXTERIOR 4„ 2�, CENTERLINE \\ O��V LYNN;f, , 90a CORNER .135*CDR �OFPANEL ��,- \TOEMgF •�Fn i 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILLr' 4-TRACK"FRAME HEAD/SILL No.53/05 y� ("CS"ANCHOR CLUSTER REQUIRED ("C8•ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT -_ AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) tiTz':UFSC1aNMi6 AOCINNOE3 THA9 SHEET a-V mmTECNNaooraRlvE ANCHORAGE,EXAMPLECLUSTERS % T NVENICE FL JIZ76 .,yOR\DH.•- SERIES 770 ALUM.SGD-LM IMPACT '1,,I niA l ' ■.weec — •"•� •••�oM° 10i" A.664N MILLIt P.E. ceRr.OPAUTN.920M SGn-770 NTS f f d 22 POT0f30 A P.E.M 58705 JR TGnaT4 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE 7�SEE TABLE A,SHEET 1 *SEESHEET 1 SEE TABLE A,SHEET 1 2-1/18'• 2-1/16 ' NOTES: EXTERIORIX' 1/4" 1.ALL DIMENSIONS MAX MAX_ MAX. SHOWN ARE BASED SHIM EXTERIOR r SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A,SHEET 1TYPES PER TABLE A, 2X WOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR R NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 ® IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD `DIAGONAL O.C.w WOOD INSTALLATION � MIN 4"(HEAD&SILL) WOOD INSTALLATION METAL INSTALLATION OR 8"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCH*HEEN&E .,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE TE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHORANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEET 1 1 SHEET 1 •• ,, (1l4"MAX.) ;•.- ... _�...... ,,:�..;>. (1/4••XTERIOR• EXTERIOR "ANE-.. EXTERIOR I EMBEDMENT:SEE TABLE A,SHEET 1 ••••i� 2-1%1 � 2-1/12-1/16" EDGE DISTANCE: EOG • • SEE T/l6LL•R,SHEET 1 SSEE TABLE A"SHEET 1 •••EMBED:GNT:SEr£TABLE A,SHEET 1 EMB : , T 1 ••••• • ••�2.TRACK FRAME SILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL `owJ WOOD INSTALLATION EW WOOD INSTALLATION ',&METAL INSTALLATION • 000• • • EMBEDMENT:SEE • • • ! •••• TABLE A.SHEET 1 • • • EDGE DISTANCE: • . EMBEDMENT:SEE SEE TABLE A, •••••• •• • •••••• TABLE A,SHEET I SHEETI • • •• • •• EDGE DISTANCE: • METAL TYP., • EjlIBEDMEATj%EE i SEE TABLE A •••••• ••••TABLE A,SHEET 1 SHEET 1 SEE ANCHOR • • EDGE DISTANCE: NOTE 4,SHEET 1 2X WOOD SEE TABLE A, 2X WOOD TYP.,SEE ANCHOR SHEET 1 FTYP.,SEE ANCHOR 2-1/16", y P+ov■d a mmplyl■ewltb tor; NOTE 3,SHEET 1 NOTE 3,SHEET 1 In":" m e SMS ANCHOR TYP., o■K SEE ANCHOR NOTES NOA# 2-1/18" ■ml ■ePmd Oho WOOD ANCHOR TYP., 2-1/18" &TABLE O SHEET 1 MIN.OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS .By SEE ANCHOR NOTES &TABLE A,SHEET 1 r BEYOND THE '101,N I I.YNN M�'�i &TABLE A.SHEET 1 METAL E%TERIOR I EXTERIOR EXTERIOR MR SUBSTRATE Yv 6 L\�ENSF•'•.F.p�� 1/4'MAX.SHIM 4 I__ - 1/4'MAX.SHIM 1/4"MAX.SHIM N0.58705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB Iw 4-TRACK FRAME JAM U i D JIS c I WOOD INSTALLATION ®WOOD INSTALLATION L NST n rbw: o.■t U STA,c a= ori _ Sc 1616=5 A CwwGESTNS SNEEF fomTECNraLoornwvE ANCHORAGE DETAILS ' ^� Fr. c N.VENICE,FL 3075 i/f�J`^...ORIOP.•',�l SERIES 770 ALUM.SGD-LM IMPACT w.wac ■o.e ■re •+vw � A.LYMI/A1LLVR P.E. "B O1` CERT.OFAUTH.J AB boo-77C NTS 12 r 22 PGTO130 A P.E.a58705 JR 1410114 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 ON MIN.ALLOWED. A,SHEET 1 2-1/16"' PER TABLE 2-1/16"• PER TABLE 2-1/16"' A,SHEET 1 A SHEET 1 1/4" 'DIAGONAL O.C.IS ,' i �'• MAX• MIN 4'(HEAD&SILL) EXT R 1 SHIM OR 8"(JAMB)SEE 1/4" EXTERI l DETAILS,SHEETS EMBEDMENT: 1/4" EXTERIOR L SEE TABLE A, MAX. a MAX. G'7 SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X TCaONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE CHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 SLL3-TRACK NC CONCRETE ITAATION - RCONCRETE STALLATION CCONCRETE INSTALLATION • CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X ••••SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE •••••• • TABU A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 • SEE ANCHOR SEE ANCHOR • • SEE ANCHORe •• NOTE 6, •0•••• Ac?fE ,SHEET 1(T/4"MAX.f " SHEET 1� �] • • • :.Y ,. (1/4-MAX.) : :.. :• (14 MAX.) •••••• • • a lXTERIOR 004" EXTERIOR EXTERIOR r so:** • •••a-• a <jCONCRETE • •� 2-1/16"' PER TABLE • •• C&L33 •ANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 •••••• •• PER TABLE PER TABLE SEE TABLE A,SHEET 1 SEE TAJ A*JE TA 1 SEE TABLE A,SHEET 1 A,SHEET 1 •• • EMBE41�F�1J��E TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 •o•••• • o •®•2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL •••• Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION • • • • EMBEDMENT:SEE _ :*so*: • • TABLE A,SHEET 1 so** • •• EDGE DISTANCE: •••• EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -�I SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, 1 X WOOD BUCK TYP., ` TABLE A,SHEET 1 —~ SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: PROPERLY SECURED SHEET 1 �• SEE TABLE A, ApProredumeplYlq•iDll• 1X WOOD BUCK TYP., SHEET 1 1X WOOD BUCK TYP., 2-1/16"' SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC.lCMU ANCHOR o.0 e eAO SHEET 1 SHEET 1 TYP.,SEE ANCHOR n/ 2-1/16"' 2-1/16«' NOTES&TABLE A, CONC./CMU ANCHOR 1ipl a' rodut TYP. SEE ANCHOR CONC./CMU ANCHOR SHEET 1 CONCRETE ar, NOTES&TABLE A - TYP.,SEE ANCHOR OR CMU EXTERIOR SHEET 1 CONCRETE NOTES&TSHEET 1 CONCRETE ABLE A, EXTJ7 R AESHEET TABLE � pC1�.�YNN gfl�e "' I ' OR CMU EXTERIOR V �1/4"MAX.SHIM �IIf PER TABLE '' OR CMU �,.• ��cENSF •., p A,SHEET 1 1/4"MAX.SHIM ►�I� PER TABLE ' 1/4"MAX.SHIM • 4 If' `y;:' 5 c A,SHEET 1 No.X6705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB _ CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION 0 STATE OF Sc ras016 a cHaNOESTHISSNEET roro7ErwNaooroRas ANCHORAGE DETAILS �C`•.,Fcor;wH.•''rj�� fib• N.VEN=hi JIY75 n� i`S., ....• t� (NI)460.16W SERIES 770 ALUM.SGD-LM IMPACT psw.rr •re arc mrrft +� A.LYNN MIUL��P.E. wnr,er �0114 ' cERr.oFaUnlNTS 13 +22 PGTO130 A,/R INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.893'MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2.FIGURES ON THIS TO PREVENT DISTANCE EMBEDMENT:SEE SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONCJCMU PURPOSES ONLY.SEE © SEE ANCHOR NOTES ANCHOR TYP.,SEE TABLE A,SHEET 1 FOR - EMBEDMENT: &TABLE A,SHEET 1 28 ANCHOR NOTES& ALL APPROVED SEE TABLE A, (ALSO SEE TYP. kso"p,TABLE A.SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE r �6GP DISTANCE:SEE EXTERIOR 3.SEE TABES �'� •. ` � SHEETS 6-8 FOR TABLE A,SHEET 1 EMBEDMENT: �:"' ;.' .' V REQUIRED P-HOOK SEE TABLE A P-HOOK MOUNTING AND P-HOOK 28 EXTERIOR SHEET 1 ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., fl ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A,SHEET 1 CONCRETE E EMBEDMENT:SEE A,SHEET 1 CMU PER TABLE ON SHEET 9. (ALSO SEE TYP., 2.893'MIN. ASHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. , ILLUSTRATION,SHEET 9) EDGE DISTANCE _ ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS ®PARTS#18#20.#22 OR#24,P-HOOK FOR USE WITH FLAT SILL RISERS •••• Jc • • •••• • •• PARTS#18,#20.#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, •••••• • • • • • e • • • MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN ••••• (SEE TABLES 1A,2A&3A FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION •••••• • • • • • • •••••• METAL TYP., P-HOOK MOUNTING • •• • • •• SEE ANCMR •• EMBEDMENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU • NPTE 4,SHF j' • ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE ••••• MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE A,SHEET 1 •••i•• BE %D THEM€?-4 • ANCHOR NOTES A SHEET 1 ••ZS i HA • &TABLE A,SHEET 1 (ALSO SEE TYP. • • • •SUBST Trc•• 28 EMBEDMENT:' • •••• (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9) • • •• ••• ILLUSTRATION, 2� • SHEET 9) SHEET 1 r, I. •••••• •• •EMBEDM9N�u•• • • •C SEE TS�L y; • DISTANCE:SEE 1-1/4'MIN.EDGE DISTANCE • I TABLE A.SHEET 1 • • • --7 •••••• ••••• 30 30 T • • r P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE4pp—ed"fO•P4°gwUktl* old 9 &TABLE A,SHEET 1 ANCHOR NOTES&TABLE Dow' (ALSO SEE TYP. 2.893'MIN. A,SHEET 1 2.893"MIN. N®Aw ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE w .d.rmd k/ ILLUSTRATION,SHEET 9) py ®P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS s w PARTS#19.#21,#23 OR#25, Lc PARTS#19,#21,#23 OR#25, �\\aOCV LYNN q. METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR .•'ucFNSE 6p (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT Q•' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY — N0. 8705 wnea, cRaNCEs nl�ssrlEEr — LS �`�iS0TftfE-.IS ,` sc iLVVM5 a ANCHORAGE �amTEcl+NaoorvRn� _ C� n..a� N.VENCE,FL 8 SERIES M ALUM.SGD-LM IMPACT _ '`s/O��AL A.LY1JN-MI4LER,'O.E. p CERT.OFAunl.929M ® W.7. NTS 14 r 22 J 10110114 a�+. PCaTD130 A R P.E.CseTos CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH Q) DETAILS'AW&'Ac',� EXTERIOR SHEETS 12&13 + 90° PANEL PANEL 7PANEL PANEL CORNER DETAIL W2', TYPE TM08E TYPE SHEET 19&CORNER •A• K, ANCHORAGE SHEET 11 MAX.UNIT MAX• PANEL � MAX HEIGHT INTERLOCK DETAIL PANEL ! WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 • • •••••• ••••• JAMB DETAIL'G3',SHEET • 18;INSTALLATION DETAILS • • ••• i XLx, Gy/&'Go',SHEETS 12&13 ,9,9,9,9•• • • •• • ••o••• 90° •••• • GRL•SB *IL'D',SHEET 18;7 •. • • •IPI%TALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XXIXX :00g •••• ,9• MW&'Dci SHEETS 12&13 • ,9,9,9,9 ,9,9,9,9• s ,9,9,9,9•• •,9000• •• • • ••• SILICONE • • •••••• BY OTHERS • • • • DLO WIDTH=NOM.PANEL WIDTH-7' •••••• 0 • •••• • DLO HEIGHT=DOOR UNIT HEIGHT-10.125" • • • • • PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ,9,9,9,9•• . • • •s• s •••• #8X1" • • #10 X 1-1/2" PH SMS •• PH SMS r t lippre d u eoaMNggallY tic f1orN4 Ing .. DsR � PANEL CORNER FRAME CORNER nogg _ sml ea�Prod ` DETAIL DETAIL t xr NOTES: - ��IYNN 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. F'•' 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES, Lr Rn.IBic - o•Aw• F Isr Teo}' w' so 1N8ROf5 a octuwoES THISSHEET ,om TEcwwLoorvmvE ANCHORAGE DETAILS/EXAMPLE ELEVAT/O we �nwva N.VENICAPL 275ms `,......... re11�„S f� SERIES 770 ALUM.SGD-LM IMPACT '/,,5/oN/'� ° , . ® ---- saw: M.r bass- nw: A.L`ItIN W11kA,P.E. (Yf4 CERr OFAUrN.9=0 80Dd70 NTS 15 -22 PGT0130 A P.E.05370.5 JR 1fY1 ' 1 INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 CONFIG. EXAMPLES " M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; '—ily—INSTALLATION DETAILS'Gw'&'Gd.SHEETS 12&13 ( HEADER DETAIL'A',SHEET 18; MAX. JAMB DETAIL'G3',SHEET IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO SHEET 18;INSTALLATION DETAILS'L7'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aud&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'GW&'Ge, L2,SHEET 19 'Ay/&'Ac',SHEETS 12&1� SHEETS 12&13 TYp "('Gv/&'Gc',SHEETS 12&13 SHEETS 12&13 90' EXTEI IDR INTERIOR PANEL PANEL PANEL PANEL [HEGH PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PSE TYPE TYPE M',SHEETI9 R 1AMAX. 'CS' 'OS' K Mme' 90'OUTSIDE CORNER UNIT / UNIT DETAIL'N1',SHEET 19& • NOM. HEIGHT•••• • • / 19 L / / HEIGHT SILL DETAILNOM. / / PER ,�� / CORNERANCHORAGE IDTH6TYP. / / PER D',SHEET WIDTHETYP. SEE TABLESSHEET11MAX. SEE TABLES 18; NOTE 2,PER INSTALL PER SHEET 16 1 3 fl INTERIOR OLO L 1-3 NOTE 2, 1�HEIGHT SHEET15 DETAILS' TABLES 1 3 ` EXTERIOR DW'&'Dc', aNOM.PANELO • • XX X SHEETS12 GJ �' X WIDTH TYP.•• &13 , X X PER TABLES 1-3 • • •• •• ✓ MAX.UNIT WIDTH ••••••' • S FRAME&• •• MAX.UNIT WIDTH • • SILL DETAIL'D',SHEET 18, MAX.UNIT WIDTH •PANEL CORNE$••••EXAMPLE:OXXX INSTALLATION DETAILS •••••• 0 CO STRUCTION• • • DETAILS SHEE•1.13••• 2-TRACK Dv/&'Oc',SHEETS 12&13 EXAMPLE 90°OUTSIDE CORNER-XX/XX(2-TRACK) • • •• • •• JAMB DETAIL'11',SHEET 18; •••••• • ASTR%AL DEIPAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'W& �JAMB Lt SHEET 19INTERLOCK DETAIL V,SHEET 19 Ic',SHEETS 12&13HEADER DETAIL DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET •B',SHEET 18; 1 -� HEADER DETAIL V,SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAILIZ,SHEET 18;INSTALLATION 18;INSTALLATION DETAILS 'HW VFW,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'BW&'Bc', DETAILS'Iv/&'Ic',SHEETS 12&13 Oy&•C•,SHEETS 12&13 SHEETS 12&13 = r- --- MAX.UNIT WIDTH __- �— MAX.UNIT WIDTH —� PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE I R. L, M, F, I M F, F, P MAX. MAX.UNIT NOM. O NOM. UNIT / LNOTE PANEL z g i h PANEL - h HEIGHT 'Pw°"dn�°'Pglgaiva► HEIGHT / �Q / / WIDTHTYP. / PER � PER WIDTH TYP TABLES MAX. PER / i SEE MAX. PER TABLES neAr 1-3 DLOI OTE 2, DLO TABLES 1-3 1-3 nl "Mdd TABLES 1-3 ' HEIGHT SHEET 15 HEIGHT 8r,4-1 X X X O \\ Nt LYNN M/f/ 1:O X X. � .�� EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;L EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; _ No.50/05 INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS (3-TRACK,RIGHT POCKET) 'FYI&'Fc'.SHEETS 12&13 - R' 'Ew'&'Ec',SHEETS 12&13 J f o •'S. fU SC f0AY101r A O CHANGES THIS SHEET•, O - fOM7EC1/NOLOGVORIVE EXAMPLE ELEVATIONS ';;�••..�tORloP••'•C� ' mr+a� ,� �•;SSS/�.'...•(.�� `_. N.VENICE.a 91276 (r11)4r0.1rOD SERIES 770 ALUM.SGD-LM IMPACT ,' NAI• , Nw- s •..e arrob ^�' A.&IAIMILLiI,P.E. Garr s, NTS 16 22 PGT0130 A P.E.#58705 JR 10110114 PANEL'S RIGHT STILE PANEL INTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGALBOX 04JT ASTRAGAL INT 90 LOC CORNER 90 LC CORNER 90 RECEIVER 90 RECEXT CORNER INT EIVER EXT CORNER TYPE- EXT EECCEEIIVER RNER 135 RECENT IVE _ TYPES OUT IN STILE W!HANDLE BOX OUT 80X IN 90 RECEIVER W/HANDLE W/HANDLE W/HANDLE 0LOCKSIL W/WWDLE W/HANDLE W/HANDLE W/HANDLE #118 1118 431 1 _1E U • iN20 #119 1 1118 1 1g #81 #8 SINGLE INTERLOCK aDY- F - PP -K L -TR TQ TC TA TV TW OUT SINGLE INTERLOCK 8 E P A IN Cu1 C IC SQ SC SA SV SW I Ie0it0 (so+rwl FIXEDRR R FD FC FV FW STILE �- S ;F;F (ewran/ lsoxro LOCKSTILED M i J W/HANDLE (#0.001/n IEOXro aASTRAGAL LR ' PANEL NOTES: BOX OUT ` W/HANDLE fsOxolm 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ` Ire ASTRAGALA/ SIZES&DESIGN PRESSURE. LU BOX IN -N V LEFT INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W/HANDLE r#u¢roPANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS )— ASTRAGAL T U STI EEXTERIOR STILE AND ARE NOT AVAILABLE. V1 BOX OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES X01^/ 0=01le (#61),CORNER RECEIVER(#118)AND EITHER ASTRAGAL I I PANEL"E"SHOWN.SEE TABLE FOR OTHER.PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER LU BOX IN � T iJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J IIw11"9 (WKkV 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES ��• INT CORNER RT CI " LOCKSTILI (#61)AND CORNER ADDON(1131). ••• •• i W/HANDLH#1 • .232' •• Ilk XT CORNER SILL RISERS OPTIONS 232" • •••• LOCKSIL\ QT QS .232' EXTERIOR Q W/HANDLE#1 EXTERIOR 062" • • d EXT COR EXTERIOR 2�' EXTERIOR .082" 4.055' J •••••• 0 RECEIVE fi CT CS Gf .082' 3.305" • • •• /HANDLG #1 • VV VV a 2.555' ••••• NT CORNER 1.587 r .••:•• •90 RECEI AT AS DF 082' Ji /HANDR •••••• ••EXT CORNER �1 SILL RISER FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT •• • 99 RECENF♦ • CF t8'FLUSH,1-1n' } 20 LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH.4" •••••• AfXT CORN& 1 750' r~ .750' ��aml�4�r11Yfh ••• 1N/ HANDIVE rWS V F EXTERIOR Olk '7�• EXTERIOR (� .062" m •••••• _ EXTERIOR EXTERIOR V� • • 004 IN7 CORNER 13 .9�" � .062' 4.055" N ml � � • SS RECEIVER_ W T WF a I a .082 3.305' BT • W/HANDLE 181 2.655" .062" I / 1.667' 1 1 ;` N1 LYNN j1114e " t .•'�CEN&c''•.c�.p 8SILL RISER,BOXI' SILL RISER,BOX SILL RISER,BOX O SILL RISER,BOX 19' FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4' _ No.58705 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6 8 _•c) ; � sc faros A NO CHANGES THIS SHEET fo7oTEcxNaoorDRlvE PANEL TYPES K VENICE,FL$073 SERIES 770 ALUM.SGD-LM IMPACT ,''/ON'1,,;.G��C� o.r (af}raate9o' wrwee mr � a" A:CVNNIYAIIt.��P.E. SJR a1W14 am o.� CERT.OiAUTN.AT9298 ® soo-n9 MT$ 17 r 22 POT0130 A P.E.#58705 ASSEMBLY DETAILS _ _ - 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OR 6t 105 FULL LENGTH LI 7581077-11 t7 t4 toe OF JAMB AMEXTERMOR ON soon et 78 800R 81 5Ot B2-TRACK JAMB 5 SEE DETAIL G1 CLIP#105 FOR FIXEDLOCK PART S-LONG - PANEL CLIP@ W/RETAINER#106 75&107-11 t3 I DSPAN (SHOWN WITH•• FIXED PANEL TO T SEE DETAIL G2 • 5 THE INTERIOR) 1 103 PANELFOR CLIP 5 XEDOR Bt 103 ••••• •••• : •};EXTE OR • • • V 15 5 •••••• • • • • • 712 ® 78 17 • • • • •ULL LENGTH ® 40 C'4 80 OR 61 EXTERIOR • •••• #10 X 3IC OF JAMB 2-TRACK JAMB AEXTERIOR yEXTERIOR EXTERIOR v •• SI�9,x 3 • •• 2-TRACK JAMB 5t 52 �/ v ••••• • • • CLIP#80 OR#105 W/SCREEN • • • • ••• W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB ••••• 6-LONG ®SHOWN WITH ®(SHOWN WffH ®(SHOWN WITH • - (SHOWN WITH H1 ( H2 It 12)(SHOWN WITH • • 1�1a7lFl711 • FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) •••••• • •• 80 OR et THE EXTERIOR) 53 I--1 THE EXTERIOR) THE INTERIOR) • • __• 4EXT�E� l yEXTERIOR • •••••• t2 • 1 3 4 • 1 ••••• 45 - • 5 113 5 113 5 • • 52 51 69 BB 69 5 EXTERIOR EXTERIOR EXTERIOR 53 a G' a • SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 16D�4-TRACK MAX.UNIT, FRAME HEAD HEIGHT PER OPT.SCREENFRAME HEAD FRAME HEAD TABLES 1-3 ' TRACK 53 69 69 69 EXTERIOR EXTERIOR - - 52 51 72 OR 73 a 72 OR 73 a 72 OR 73 4PProved u aonlln�velli I�Pvd�!,vj Onk48 11 173 9 10 11 11 Nbml Dad . 48 47 c 8 EXTERIOR 112 D 5 173 773 OY a 6 5 CNV 1YNN 714, 4-TRACK ��.•••��crrlsE'•�.� 2-TRACK WlSCREEN 3-TRACK C'r F ,: zc FRAME SILL ®FRAME SILL FRAME SILL No.5870 ' `ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 1;1,N1 01 ,MA'10,5 A ocHANCE8 T7as SHEET - - VERTICAL SECTION DETAILS - '( '• FLORIOP,. �. 10701ECIMaCOYMNE :, „ ••....... \C;�• N VENICE nava "- i'�ONnI`�, ,� �, ,� SERIES 770 ALUM.SGD-LM IMPACT CERT.OFAURI.Y2 M aur• •rt a..tsx�. ave: A.LYNN'WLLR,P.E. 80D-770 NTS 18 a 22 POTO130 A P.EE 58705 JR 1q/10714 _ ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 4 INTERIOR g1 113 118 28 *R . 7 713 11 27 83 103 26 82 151 83 60 OR 81 60 OR 61 85 14 � 120 - 5 85 n EXTERIOR 111 n 9 R EXTERIOR v 82 � EXTERIOR INTERIOR EXTERIOR �j�L P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a (� INTERIOR v ®j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY �, 90° OCK PAR 60 OR 81 p F KP RT gt 76&107-17 6 INTERLOCK 14 113 60 61 gt 118 11 e EXTERIOR J�L EXTERIOR EXTERIOR • 7 - v 713 103 719 87 68 Lt STANDARD ASTRAGAL WITH STANDARD STILES#60 L2 WITH -DUTY HEAVY-DUTY #61 TRS ®90'OUTSIDE CORNER - 90°INSIDE CORNER •ITEM#61(HEAVY-DUTY Nt 2-TRACK SHOWN Nz 2-TRACK SHOWN STILE)SHOWN,ITEM#60 • ••••EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO •••••"• •(BOX-0y1�a1AY O-SO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES • ••TOWA S(Ni6RIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 13,SHEETS 6$FOR DP • (PSF)ASSOCIATED WITH • • • • • •••••• STILES. • ••• •• 4 INTERIOR • • pC :••••: • • •• 31 75&KTINTERIOR •••• •' 4 INTERIOR . ••••• 135° • r • • • •• • • • • • • �PpmreduwmafylnQ outer •••••• ••••• 11 P7orldieuW 9 • • 7 135° 0.1. t • • • • 14 5 'MOAN •••••• • 81 32 103 s11.m1 am&Pmdulvap-w •••• 87 EXTERIOR 61, OY. 32 OCK PART 31 103 81 VEXTERIO135 R 71 7 5 °INSIDE CORNER 75&107-11 V 14 \,ENS(; 2-TRACK SHOWN&EhF>.•' 135°OUTSIDE CORNER Ot 2-TRACK SHOWN - ;,j to 1ol�j ::1 s" 7ad12015 �" CHANCIESTHISSHEE! e67oTEcraoLewyuRrvE HORIZONTAL SECTION DETAILS,CORNERS :0,•. °� AVENICE,FL 31276 ,wo ;, ,p�•..•�-(o..10•.••`,(.J,; SERIES 770 ALUM.SGD-LM IMPACT S/. '1',- (041 a•1BPo /LYNN ER MILLP. a�lya,r: NTS 19 +22 POT0130 A PEN 58705 JR 10110114 CERT.oFAI/IH.NTa2N6 WPOT# Description 1)ALLALUMINUM=6083-T8 NOTES: Item DWG p PGT# Description Item DG 1 17308 617305 2-TRACK HEAD QUANEXTRUSEAL DURASEAL SPACER(COMPOSITE y 2 17,103 817303 2-TRACK HEAD WITH SCREEN RAL50 SEALANTIDESSICANt)Or CARONAL)L EDGE SPACER ,2)ITEMS#33.39,57-59.66.78.84-99, 3 17309 einm 3-TRACK HEAD 80 17325 817325 PANEL STILE NO 8 AR ARE NOT USED AND ARE 4 17312 817312 RACK HEAD 81 17328 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 4 T 6 17314 817314 FRAME SCREW COVER - 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES 6 17377 817317FRAME HEADWAMB ADD-ON 63 1225 OTP248 VINYL BULB WSTP.-THIN ONSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 617301 2-TRACK SILL - 84 1729 77729 SILL END WEATHERSTRP PAD ANCHORS @ 24"MAX.O.C. 8 17301 617301 2-TRACK SILL WTRH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER 9 17307 817307 3-TRACK SILL 67 17329 817329` ASTRAGAL • He 17310 817370 4-TRACK SILL' 88 17339 617339 HEAVY DUTY ASTRAGAL • • • Oil •17313 817313 FRAME SILLTRMX INSERT 89 17324 617324 TOP 8 DOTTOM RAL_ 000000 17315 • 01MO FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSDN(INJECTION MOLDED) • • 13 717310 7316 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) -71. 1695 71895 1-1Y1'X " X314"HUH FIN BEAL DUST PLUGS--. 000000 • 1 17305 617305 2-TRACK JAMB 12 8153 76159X TANDEM ST.SIL.ROLLER ASSY. , • 15 17302 7302 2-TRACK.NMB WITH SCREEN RAL 73 8153 78153N TAN DEN NYLON ROLLER ASSY. •• 78. - 17308 ••Wi3Q9• 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 r 090000 1i• 17311 817311 14-TRACK JM18 T5 8766 78185X GEMINI MORTICE 3�LY DUAL LOCK WILONG TRIM PLATE 00000 •78 17322 • 1 SILL RISER-FLAT,FLUSH,1-12" 78 71032X1FPFX #1032 X 1'FL.SS 6CREW W/TYPE"F'TIP • • 19 17319 •9193119• SILL RISER-BOX FLUSH,7-1Y T7 7103239 1032 STEEL ZINC U-NUT ••••• 20 17321 7 SILL RISER-FLAT,LOW,2-1/2" 79 17357 017357 T 10 BEAD • • 1 17318 81731& SILL RISER-BOK LOW,2-1/2" 80 17359 617359_ 7/10"BEAD/FUND PANEL CLP 000000 22 17355 5 SILL RISER-FLAT,MEDIUM,3414' Bt 17380 817360 9/18"BEAD • • 23 17354 •4ey SILL RISER-BOX MEDIUM.3-1N• 82 1224 OM47K � VINYL BAB WEATHERSTRIP •••••• • 24 17323 17323 ' SILL RISER-FLAT,HUH,4" 83 81745 1745 LOWE NC,1/2"X 7/18"SOL SIDE ADH_TAPE,POLYETH. • 45 17320 8 + 6LL RISER-BOX HUH,4" 100 0052 48052 ROLLER ADJ HOLE PLUG ' • • • 17333 099233 POCKET P-HOOK 10t 72087 J4MBBUMPER •••••• 27 o 7070 8707ff NEOPRENE BULB WSTP FOR P-HOOK 102 16% 71898 DUST PLUG • 17334 817334 POCKET P-HOOK MOUNT 103 8168 78188% 7"KEEPER '- • 29 17336 817335 P-HOOK COVER 101 853 73Di(EEP 3CRE EN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR SOXRISER 105 17344 617344 FDFD PANEL CLP-6'LONG 31 17378 617378 135 CORNER 106 17352 817352 FDED PANEL RETAINER-9/16" - 32 17378 877378 1135 FUND MOUNT 107 1739 71739 HANDLE KR-INTERIOR RAISED WITH THUMB TURN ITEMS 40-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR-RAISED EXIERUR HANDLE 40 4319 6t2256 SCREEN SDE RAL-LOCKSTILE 109 1731 78182SN. HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10 X3/4'PH.PN.TEK-S.S. 43 6152 68152 SCREEN INTERLOCK ADAPTER 112 1235 07S78 WSTP.-270 X.170.FIN SEAL 44 4498 84428 SCREEN DOUBLE INTERLOCK 113 1772 64088 .187'X.230'FNSEAL 45 4317 812258 _ SCREEN TOP RAIL 114 710X115PPX #10 X 1-12' 46 4318 812257 SCREEN BOTTOM RAIL 115 T1N8'PT #10X1' 47 888 7SRAZ STANDARDROLLER 718 720X1X #14.20X1"S.S- FPPro.Soldved as complying MIY IM Florida Buidinl 48 668 7SRAX STANDARD ROLLER-ST.STL 117 720X71 XX #14.20X1-tlCS.S- Usk -20 49 4344 84344 SCREEN ASTRAGAL 118 17336 617338 90 DEGREE OORNER RECEIVER NGM 60 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL W ml DWe Prod C 57 1892 67092 SCREEN SPLINE-.165 120 17338 8117338 DO DEGREE INSIDE CORNER ASTRAGAL er \ I / 52 1094 61694 SCREEN SPLINE-.150' 123 17352 617352 FDKED PANEL RETAINER,718" - 53 61816(320 SCREEN CLOTH EN 54 1725 112'X4"X1110'SET.BLOCK,NEOPRENE 65+/-5 .a ''X11:- SF 'fl 55 1728 1'X4'X 111('6ET.BLOCK,NEOPRENE 85+/_6 \- _ 'r' Nn.58705 NOTES: _ /. - 1)ALL ALUMINUM=6063-T6 u 2)ITEMS#33-39,57-59,66,78,84-99.121 A 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. (� 0� lu Rrmor a`Ye M,Y4nr: Sc lwere9la_ A_ DIiDXLEEDW PACERTOPAWOM PARTS LIST ; ,�' •!'�oRlo�.'(�. — 1o7o 7EC7#10LOLIrDRIVE r.wm.. (w7/4ea,eoo SERIES 770 ALUM.SGD-LM IMPACT k JJ: 1018/15 A trrrere uarpr ^"0 A.LYNN MILLER,P.E. a.»a aye o.w cNRr.c1PAU7M d7Y]Ye ® 80677D NTS 20 22 NGiDf30 A P.E.#56706 JR 1QH(Yf4 - 8.582" 1.36" 1.36" 0.080" � 1.872' Li 1.605" IJ!- 1.211" 0.081' 1.019' 0.062' 0.081" O O 0.081' SCREEN 1 2-TRACK HEAD 10 4-TRACK SILL (8083-T8 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 8.198" - 5.069" 8.628' 0.080' ►{ 1•�--- 1.045' 1.211" 1.505" � I ' 1.993" 0.082" 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILLSCREEN (8063-T6 AL) (6063 TO AL) 14 2-TRACK JAMB 45 TOP RAIL (6063-T6 AL) (6063-T6 AL) - 2-TRACK JAMB W/ 7.105" 6.221" t5 SCREENTRACK 0.080" (6063-T8 AL) -1 I -►{ I - 1.21 0.875" 1"• 1.505' •r!'1�,I 1.36' 1.993" 1 11 1 0;062" 0.081" O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK 0.081' • (6063-T6 AL) (806346 AL) 40 SCREEN 0000 n BOTTOM RAIL • • • (8063-T8 AL) ' 0000•• 9.142" • • 0•0•00 00 00••••• •• •• O•�•a1s••i••• • 1.2yy11" ' 0.081" 4"- 1.5051, 49 • 7.105" -FT-TTI 9.141" ••s••• • •• 04-TRACK HEAD 02-TRACKSILL 60•00 •• • • • (8083-T6 AL) (6063-T8 AL) - 0•00.6 •• • 0.600• • 0 • • ►� • j 0.060' Lvw"vea u munbtac Mti ro. 0000•• LI 0:00e: • • 1.Si 4" 0.082" 0 orad ad c /j0 0 • • • •••�•• r• �• 0.532" 0.780' btail 771 Ddr P�edeeL G1oe • • 6••• X260 6 6•• L 0.080" 1.516" 1.990' Or FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN O FRAME SILL SCREEN ��(1.YiJ!•!4, OADD ON' t2 ADD-ON i3 END ADD-ON t8 3-TRACK JAMB ;��,•'�C ENS ''•:�ir % (8063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6083-T8 AL) •' / REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ No.58705 `- 17 4-TRACK JAMB OR 3/16"MASONRY OR 3H6'MASONRY O(6063-T6 AL) C{• ^� ('Y._ SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. a /op�Is, �( 5( aea rt�.rbrs y TAI'c OV !�a 8C 1 W8/1015 A CNANOE97HA9 SHEET f0707ECHN000OYDRNE 'EXTRUSIONS C� F(OF\CIV-,..('�~•�, x vEH1cE s1 s1zTa SERIES 770 ALUM.SGD-LM IMPACT %14 Al., w o.r e.wa r (alNeafeoo e.. „t I r r L " t.rwre Iat LYNN MILLER P.E. 6 JR tlLV14 CERT.OFAUTH.MMM D(9. 8006770 NTS 21 d 22 PGTO130 A P.E.058705 0.718" 0 .304' .83" 3.802" 0.752" 2j� 3.802" LI 0.752' 0.885" 1.163"1 0.574" 0.798" 1 0.062" 0.080" 0.062P_HOK" J 0.062' 0.264" 0.075" 0.233" 5 FRAME 71 TRACK 28 P•HOOK 2s ADAPTOROU� COVER P-i _Te SCREW 0.080 30 P-HOOK FOR BOX RISER SCREW COVER O (6063.76 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6083-T8 AL) (8063.76 AL) 4" 4" i •X2.31" 1.488" 1.739° • • •• 1.303" •••• 0.062" 1.8000.133" 1.800 0.062" .080" 1.870' 0.325" .015•t•••• Imo--' 3.126"• Fes--- 3.125" 0,.082"INTERLOCK INTERLOCK ••3t 13 tQ32 135°FIXED MOUNT O STANDARD STILE s1 HEAVY DUTY STILE s2 55 •••••• • (6063-TB AL (6083-T6 AL) (8063-TB AL) (6063-T6 AL) ADAPTER SCREW COVER •••: (6063-T8 AL) -(8083-TB AL) •e•••• • • •••e 3.979' • • 3.979" •••••• � 4.125" • ••• • • • • •• 0.075" T 10501,. (�- +.050' 1.050" (� 069000 • •0.07i 1.645" 1.645" 0.082 1.304" 11 .289' 811" 485" Imo- 3.25" 045" 045" 045" �- 0.125"" 0'281" GLAZING 7/16"GLAZING st 9/16'GLAZING 69 s7 HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL 79 BEAD I.G. MEAD FIXED BEAD STANDARD ASTRAGAL O (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T8 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4' 5.621" 0.757" r 0.080 0.050" L ApprovM ucomplylV wt01 W t05 FIXED 0.709" 2.893" - 0.133' p� PANEL CLIP 1 498" 0133. 1.498" Mpap 1-9 (6063-T6 AL) I I 0.060" NI.mI Mdt .550" .I 0.663 4-- 4• �rcwduwd FIXED PANEL llf5.621' -0.709" t23 RETAINER,7/8" t20 90°INSIDE CORNER ASTRAGAL \2.826" 6083-T6 AL)0.080" �� T (8063-TB AL) t19 90°OUTSIDE CORNER ASTRAGAL ( '.. I (6063-76 AL) (BFIXED PANEL "1t8 90°CORNER RECEIVER No.50705 / RETAINER.9/16" (6063-T6 AL) (6083-78 AL) v 1 ti f� �10I lu sc tae2ots a crwtaEa THIS SHEET t070 7EarNo1 oot•nxlve[J� EXTRUSIONS '• �r o... •'' ��, SERIES 770 ALUM.SGD-LM IMPACT //"' �NA�-1' jl^�1}lp6iB00 - A.L"11111 ,P.E. a.weK ow o.r ~sov 77o NTS 2u +72 Pc�T19180 A P.E.#58705, JR 10/10114 CERT.OFAJM' MIAMI-DADS dIIA114I-DADE COUNTY �1� � PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND'ECONO\IIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �4��w.mlamiaade.�ov/ecouotns STV Impact Windows,LLC 975 S.Congress Ave.# 102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable toles and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). - This NOA shall not*be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ'(in areas other than Miami Dade County)'reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"S-800 " Aluminum Out folding Doors-LMH APPROVAL DOCUMENT: Drawing No.W14-18 Rev C, titled"Series 800 Alum Out folding Bi-Fold Door (L.M.I.)",sheets 1 through f5 of 15,dated 04-1044 and last revised on MAR 26x',2015, prepared by AI-Farooq Corporation,signed and scaled by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control'Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1.Door is rated for water infiltration with Std bottom track item#2, Door is not rated for water infiltration with low profile bottom track item#2A,unless overhang complying per FBC is provided or system is used where water infiltration is not required. 2. Glass liter wider than 36""shall have two setting blocks per FBC requirements. LABELING:Each unit shall bear a permanent label`with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application lies been filed and there lies been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there lies been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall autonmatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by'the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. so INSPECTION: A copy of this entire NOA shall be provided see �o Ihv ulei;bA;lte Inatnttfaltmn`er or its distributors and shall be available for inspection at the job site at the request�of tlV1:u9d§i&(3;('f*tal. •� .. . . . .. ... .. This NOA consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Islmaq 1. Chanda,P.E. 0*0 see ... ... • o -. ""� ' '. • •' NOA No. 14-0909.13 MIAWDADE COUNTY •• • • '1;1 ;�' '� • • • ••• •Exl)1Pation Date: April 02,2020 Approval Date: April 02,2015 l s,kPage 1 F • or • • • • • • • • • • • • • . o SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-18 Rev C. titled"Series 800 Alum Out folding Bi-Fold Door(L.M.I.)", sheets 1 through 15 of 15,dated 04-10-14 and last revised on MAR 26"i, 2015, prepared by Al- ;. Farooq Corporation, signed and sealed by Javad Ahmad,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 (See Sill details in sheet 8) 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 installation diagram of Aluminum Out folding doors, prepared by Black Water Testing Inc.,Test reports#BT-SIW-14-014 (1), (2), (3),(4)and(5) ,dated March 19, 2014, all signed and sealed by Yamil Kuri,P.E. Note: The test reports#BT-SIW-14-014 (3),(4) &(5) have been revised by an addendum letter dated 11/25/14, issued by Black Water Testing Inc.,signed and sealed by Yamil Kuri,P.E. and have i hardware &additional Extrusion Dwgs issued by Black water Testing Lab dated JAN 07, 2015. C. CALCULATIONS 1. Anchor verification calculations complying with FBC 2014(5"edition),prepared by Al-Farooq ° Corporation, dated AUG 21,2014,DEC 17,2014 and last revised on JAN 19, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-04 &-09 ' 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& Co., Inc. for their "DuPont Butaeite®PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"'Edition)and letter of no financial interest, .prepared by Al Farooq Corporation,dated 08/20/14, signed and sealed by Javad Ahmad,YP.E. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter dated 11/25/14, along technical cut sheets of hardware and extrusion Die drawings for test report#BT-SIW-14-014 (3), (4) & (5),-issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. G. OTHER ••• •. i 1. Test proposal dated 08/27/13,sljyi ci Ly jArjeP,Q'ascon,P.E. • 'Ishaq I.Chanda P.E. •• Product Control Examiner . .. . .. . . .. . •• "' NOA No. 14-0909.13 Expiration Date: April 02,2020 ••. ... Approval Date: April 02,'2015 • •• •• • • • •• •• �y�V I a a 0 02 U o &a� 3/16`TEMP. GLASS O 6 Q Q 3/8'AIR SPACE 0 0 3/16'HEAT STREN'D GLASS a�; 3/16'HEAT STREN'D GLASS .090'INTERLAYER LL=N BUTACITE PV8 BY'DUPONT' ,090'INTERLAYER y O j 3/16'HEAT STREN'D GLASS BUTACITE PVB BY'DUPONT' Q yi f 3/16'HEAT STREN'D GLASS e J m • • Z •••••• � m � II II \ �m / II II II \ J �Ir1 b • •••• • • �nVNg1 / 18 1 17 dye • • 1 J / j1 11 \ \ U' / is I� �I 1� \ i 9uj • • •• • •• U 16 II II LS \ I 1 I 5 m O Q M LL •••••• • • • II it SILICONE II I� II , SILICONE Z 0 •• • ••:••• I 11 II .DOW 995 1 11 II h DOW 995 S 3 W a i••••i • •••••• I 1 o („)Zai a • • • • •••• 4 \ \� / m d8m A • \ za \ / • ••• • • •••••• 21 • • • • • r \ 21 / CARDINAL XL 3 r W •• ••• •• •• •• •• —— EDCE SPACER _ ; to rn 0 (� • ST.STEEL • • •••••• GLAZING DETAIL GLAZING DETAIL •• • 7/16'OVERALL IAM.GLASS • • 1'OVERALL INSUL.LAM.GLASS 0004 I THESE DOO .4TED FOR TARGE do SMALL MISSILE IMPACT. K' A • • UTTERS ARE NOT REQUIRED. • • ZZ�as ; • • •••• • •• APP wduooaaWlyb%11'lh Ow _ o €B • • ""� FIaM•Bui{NSCode SERIES 10 •• � /UC Oz z8/S rc ALUMINUM OUTFOLDING BI—FOLD DOOR �c nm3ol N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY m'n TO TRANSFER LOADS TO THE STRUCTURE. m m H o 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS o m EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - NOTE: - VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED: ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Y NOT PART OF THIS APPROVAL. En9r.JAVAD AHMAD of o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CMLPE S MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT F C.A.H.+a 38 92 COME INTO CONTACT THE FLORIDA BLDIATERIALS SHALL MEET THE REQUIREMENTS OFDG. CODE. DOORS WITH STANDARD BOTTOM TRACK (SIW802) APPROVED FOR INSTALLATIONS ,,. drawing _ WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ( MMR 15 W14-18 DOORS WITH LOW PROFILE BOTTOM TRACK (SIW804) NOT APPROVED FOR WATER ��/// RESISTANCE. sheet 1 oT 15 d - 243 5/8" (MAX.) 4 Y m DOOR FRAME WIDTH (WITH STD. PANEL STILES) (0=d ANCHORS AT HEAD STILE ENDS HEAO/$LCLUSTER OF 6 OR 8 Z 3 AT 4"O.C. O F CORNERS SEE CHART ON SHEET 8 _---_- 1 HEAD Z 88 r27 . I i I I I 1I �Y I I 57 54 I I I \ 54 I O• fq I II 1 I I I 1 ' Q � O� O / \ II 00 I(aV I I I /� I / 1 1 \ I 1 9 LL z IDI 1 L_____ as rl L) SR4 Y�I•6 •• I • •JI H I / I I \ I' 2 ' • • xQ �� p i • • _li A 6 i / i i \ 1 I S9 S4 S7 • b O 5 • • I -•-- I 1 --_--_-- ---_ I /' 1 I // I i // N • • J • • I 5 J1• ____ ___ ___ I / I 1 25 �+ �rpp �w d I • ll 26 I 26 I '/ 26 1 •N Or "a2 • ••••� I $7 1 1 ^ Ow C3 26 , S cI • •• �• •• •• �• _ 26 27 of �_� � I I O I 11 I 1 m QOM •• • • I' i I o I \ I '1 / 1 7 I �T c� J •• : i ••• I• � / i \ i i / i i o OrJ I • " B I I I I I I O • •• • • • i •• •Y e � s7 s4 i \\ i i // a i ' s7 �J Qom H • •• ••• I 1 I I 1 I I � 2 2 a �N Q � I • • � I I I O Q' v • •• • • • • �^W 11 • • rn EXTERIOR INTERIOR O 52 30 1/4•' 30 1/4' 30 1/4' - - _ 12"MAX. St mw HINGES HINGES. .. D.L OPG. D.L.OPG. O.L.OPG. SILL 1. :. _ANCHOR E :. SURFACE APPLIED 40"MAX. 40'MAX. /'A-T O CONCRETEA ANCHORS TYPE A INTO CONC. b FALSE MUNTINS 4"FROM ENDS AT SILL STILE ENDS Approvod idbecode wish theme PANEL WIDTH PANEL WIDTH CLUSTER OF 4 Plo,idaBBQode MAY BE USED AND 12' O.C. (W/STD. STILES) (W/-STD. STILES) AT 4"O.C. Date e p � og W -dno __— ..Miami `r Cb�ol'• G n lay rr— � °• � 4 STANDARD PANEL STILE'S. Li „ EXTERIOR W1 STD. BOTTOM TRACK- o MAXIMUM DESIGN-LOAD RATING =+ 70.0 PSF <<m PANEL SDE:' TYPICAL ELEVATION PANELS TESTED CONFIGURATION) (FOR LEAF SIZE SHOWN OR SMALLER) - 70.0 PSF NOM.PANEL WIDTH =(DOOR FRAME WIDTH - 3,825')/6 81-FOLD DOOR WITH OUT-SWING LEAFS AS PERMITTED BY FBc REQUIREMENTS Y b PANEL HEIGHT= DOOR FRAME HEIGHT-4.188' STANDARD PANEL STILES AND STANDARD BOTTOM TRACK Eng,:JAVAD AHMAD i� a a DAYLRE OPENINGS: SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. FLA.7PCM%38692 S DLO WIDTH - NOM.PANEL WIDTH-9.750' DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 35 a , DLO HEIGHT-PANEL HEIGHT- 14" USING THE STILE CONFIGURATIONS SHOWN HEREIN. NOTE: drawing no. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 6AA20 W14-18 AND FLORIDA BUILDING COMMISSION aheei 2 of 15 DECLARATORY STATEMENT OCA05–DEC-219 243 5/8"(MAX.) V N • DOOR FRAME WIDTH (WITH STD. PANEL STILES) v ANCHORS AT HEAD STILE ENDS MAX. . r CLUSTER OF 6 OR 8 Z HEAD/SILLj --_-_-_ - AT 4'O.C. O CORNERS _ - SEE CHART ON SHEET 8 12"MAX' t7, _ _ HEAD ------ --_ _ i s7 n 0 � I II 1 I I I I Q 0 q{W g C l 11 D l Y�• E 1 / F 1 1 \ E I 2 p I G 7 3 4l 9 1 9 N'(Z_Z} I II 1 I I I I k I II I I / I I • \ I S9 $4 57 2 0 ~x W p'Cai. I I IY W 'y 0 1 _J II�� n o % I o 25 Ii/ I I I I 25 "�• _ Z o I 8 JN -03 a • • �� S 8 / 26 7 28 Jo • i____ 3,Li • 1 • • 1�t1��J\J I I \ I I / 3 • •• 1 V i O i 11 1 • ••II \ / i.l m 01M •• • • • • 11 1 ♦O I \ I 1 / 1 27 I Z Z In 1 •• • • i u i / i \ i i / i i � Ht�oQ ' • • • •••• I •• •�i D2 6 QOlil_H •• 1 54 1 I I S4 I • • • • 1 • I 47 I \ I I / 1 1 57 a tJ m • • I 1 I I I 2A } m Ali wmn Tr • S2 •••�•1 4° 30 1 4' - 30 1 4" _ - `-12"MAX. S1 m EXTERIOR INTERIOR O • / / / \` 1 SILLz HINGES HINGES • ••• • • D.L. OPG. D.L OPG. D.L.OPG. •••••• • • ANCINTO OR TYPE ETEA• ANCHORS TYPE A INTO CONC. o • • SURFACE APPLIED • 40"MAX. 40"MAX. AT SILL STILE ENDS Approved mco •• ••• FALSE MUNTINS CLUSTER OF 4 ** • •PANE!WIOTH PANEL WIDTH AT 4"FROM ENDS �Trilb iAe tl • • MAY�G YSfD • AT 4"O.C. Florida " AND 12"O.C. • • • (Wr{T0.STILES) (W/STD. STILES) pals 7117 �' • •• MO DO&,Prodmcl Oontrol 0 6 6 -g g oy ifc5 f. :/4,. p `u LL STANDARD PANEL STILES EXTERIOR W/ LOW PROFILE BOTTOM TRACK # v •n MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF ^s 3 PANEL SIZE• . N O a m u TYPICAL ELEVATION (6 PANELS CONFIGURATION) (FOR RMI SIZE SHOWN SMALLER) - 70.0 PSF c NOM. PANEL WIDTH = (DOOR FRAME WIDTH- 3.8257/8 AS PERMITTED BY fBC REE QUIREMENTS PANEL HEIGHT-DOOR FRAME HEIGHT-J.375" 81-FOLD DOOR WITH OUT-SWING LEAFS STANDARD PANEL STILES AND LOW PROFILE BOTTOM TRACK # NOT APPROVED FOR WATER RESISTANCE. •j DAYLRE OPENINGS: Enar"JAVAD ANUAD c 4 IVIL DLO WIDTH - NOM. PANEL WIDTH - 9.750" SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. FLA.PE 1 70592 DLO HEIGHT-PANEL HEIGHT- 14" DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 C.A.N.3538 U S USING THE STILE CONFIGURATIONS SHOWN HEREIN. '$ NOTE: 6 2015 0 GLASS CAPACITIES ON THIS SHEET ARE Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W14-18 AND FLORIDA BUILDING COMMISSION _ DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 0115 3 219 5/8" (MAX.) FRAME WIDTH (WITH NARROW PANEL STILES) 4"MAX. ANCHORS AT HEAD STILE ENDS O J I HEAD/SILL CLUSTER OF 6 OR 8 CORNERS -`� 4"O.C. 12"MAX SE . - A1 SEE,CHART ON SHEET 8 HEAD S2 __-- ---_- O n o �o I I s7 sa I / � \ a i I s7 c C&Q Q j °1I 6� 10 10 9 10 // 10 \\ 10 I 27 10 10 a 3 . �� ••• i i Ht i // i \\ i 27 i 59 S4 S7 Qw�f • a�fJ A' x; o • 1 •••�/ • I ________ 1 j/ / I S4 // 1 57 •/� • •of °'O'a 5•• d •• i j •26 i 26 / 26 G z • • • S7 • • • to • •• • • •••••• / 31,in . o I •c•• • ••••• i / \ / z Z(o� •• •a• • • • • • I •••f I � \ I / 1 I gN • • •• e1 s7 s7 S4 \ / sa I o n 3�=W • • •••• \ / I • 1 ' 2 is 2 <zo� •—• - �cn �r • • • • `� `� 1- 37 EXTERIOR INTERIOR o J • S • 30" • - 30" - 30" - ``_-- 12" MAX. mz HINGES HINGES ••• N W WO ••• •^ 000000 D.L. OPG. D.L.OPG. O.L. OPG. - SILL w ! } • • ANCHOR TYPE 'A' 0: INTO CONCRETE ANCHORS TYPE A INTO CONC. 36"MAX. 36"MAX. AT 4'FROM ENDS AT SILL STILE ENDS pppovedm twihAhe; PANEL WIDTH PANEL WIDTH AND 12"O.C. CLUSTER OF 4 Florida (W/NARROW STILES) (W NARROW STILES) AT 4"O.C. pato _ /3 NOM Miem1 f84 8 8 c� �.ERM. NARROW PANEL STILES u'" TYPICAL. ELEVATION (6 PANELS CONFIGURATION) W/ STD. BOTTOM TRACK ° BI-FOLD DOOR WITH OUT-SWING LEAFS « MAXIMUM DESIGN LOAD RATING + 60.0 PSF NARROW PANEL STILES AND STANDARD BOTTOM TRACK ' = m (FOR LEAF SIZE SHOWN OR SMALLER) - 60.0 PSF O CmL SIX PANEL DOOR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. AS PERMITTED BY FBG REQUIREMENTS DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 o ,I USING THE STILE CONFIGURATIONS SHOWN HEREIN. Engr:JAVAD AHMAD i CPE AN.3538 92 g PANEL SIZE+ 5§pt NOM.PANEL WIDTH (DOOR FRAME WIDTH--3.6257/6 PANEL HEIGHT- DOOR FRAME HEIGHT- 4.188" NOTE; o �� DAYLITE OPENINGS: GLASS CAPACITIES ON THIS SHEET ARE - drawing no. BASED ON ASTM E1300-09 DLO MOTH - NOM.PANEL WIDTH - 6.000' AND FLORIDA BUILDING COMM SSION GUSTS) ZaSS W 4— $ DLO HEIGHT- PANEL HEIGHT- 10' DECLARATORY STATEMENT DCA05-DEC-219 sheet 4 of 15 219 5/6'(MAX.) FRAME WIDTH (WITH NARROW PANEL STILES) 4"MAX, (WITH AT HEAD STILE ENDS Z HEAD SILL 1h- CLUSTER OF 6 OR 8 7d. CORNERS I /+ AT 4"O.C. 12• w SEE CHART ON SHEET 6 I Al ` -- DAD 1 S7 6 p 0 S7 v p C7 I D7 I E1 I / Ft I \ Et i Ol I G1 10 to Y7 Q� 4 ME I i 71 i / I \ I S9 S4 S7 x m xx v ti I I I / I // // I / ^ W <0 3 d I / I o, z x o o / n m am L3o I 25 ./ 26 I 26 26 27 ! 28 �� g J N N • I • • • I J 27 ' 0 11i co O • •• i • •• - � adi I \ it / i I p • • • I \ I z zm� i• •• • i •• B3 s7 ••• • I 7 2A U p LJ 6 Q N .+ :• • ••• _ - _ `/ ' EXTERIOR INTERIOR • • •6 S2 ••j 30�' -- 30' 30" -- 12'MAX. HINGES HINGES oo ��wo •• ••• •• •• ••D.M*PG. D.L. OPG. O.L. OPG. SILL mo rn • ANCHOR TYPE'A' w U O • • INTO CONCRETE ANCHORS TYPE A INTO CONC. •••••• AT SILL STILE ENDS �' • AT 4'FROM ENDS APprm�avl use luy sdlh the • .•36"1AAX. 36"MAX. CLUSTER OF 4 00000* • • AND 12"O.C. Florida Dn' o• •••••t PANEL-WIDTH PANEL WIDTH - AT 4"O.C. Date Z • • • (1/NARRSW STILES) (W/NARROW STILES) NOAB •/?j ••• • Miami Dade / 1 u • EXTERIOR y NARROW PANEL STILES W/ LOW PROFILE BOTTOM TRACK # •-"" TYPICAL ELEVATION (6 PANELS CONFIGURATION) BI-FOLD DOOR.WITH OUT-SWING LEAFS MAXIMUM DESIGN LOAD RATING =+ 60.0 PSF .� _;8 NARROW PANEL STILES AND LOW PROFILE BOTTOM TRACK (FOR LEAF SIZE SHOWN OR SMALLER) - 60.0 PSF c m u ` AS PERMITTED BY FOC REQUIREMENTS SIX PANEL DDDR CONFIGURATION WITH FOLDING AND SWING PANELS SHOWN. # NOT APPROVED FOR WATER RESISTANCE. i DOOR MAY HAVE 9 OR 10 PANELS AS SHOWN ON CHARTS ON SHEET 8 En9r.JJAVAD AHMAD •i USING THE STILE CONFIGURATIONS SHOWN HEREIN. CM/ 592 L '+ FTA.PE b 70 0 ` PANEL SIZE: CAN. 536 j 3 $ u NOM.PANEL WIDTH - (DOOR FRAME WIDTH - 3.625')/6 PANEL HEIGHT=DOOR FRAME HEIGHT- 3.375" NOTE: O °,nrtFt oPFNINc GLASS CAPACITIES ON THIS SHEET ARE 6 26{5 drowi"q no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W14-18 DLG WIDTH - NOM.PANEL WIDTH - 6.000' AND FLORIDA BUILDING COMMISSION OLD HEIGHT-PANEL HEIGHT - 10" DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 15 '0 F FD TICAL SECTION Y�V _ w= s EI�iE arloNsS RS WITH STANDARD STILES O< m y ai O a _ FOR SPACING j 3 \3339 w pp EIRERK)R ..�DGE pST. Z R � uwi F FINISHES .�CONCRETES BY OTHERS 3KS6:MIN� e� AAA a a n � 0 a � C ro 0 • of • 0000 0 I 00 IK 0 000, 0000• I i• `1 N 0 • • o d • • g JN J N •iooe ••• 0 • 00 0 9 � "- • • •9 •0 0.0 a OPTIONAL n o tai n ••• a " mO>M Y O •a —*• a •0• 0[W 0 II II Zp ZU)J • 0O OW 00 • 00 • O Y II JOJ �O _U 0:•• : ••• OZm 1 N 000007_0� 6 • ••• • Sm �� p Q' `N-' • ••• w c+ PANEL WITH STD. STILES LIMIT • • z FP SEE Dp IN SHEETS 2 & 3 N 0 h oIN if �A Ii 4A ApproVfAm /wIIIbft g rc c& FWrideDWO Z g NOAO 25 26 Mia l / w r Dy o-- o i m I I 19 POURED&HARDENED 79 C HIGH STRENGTH GROUT _ 2 (' =5000 PSI MIN. Al NOT BY S.I.W. I I 2A 9 MUST TRANSFER SHEAR En9r.JAVAD AHMAD LOADS TO.STRUCTURE Y g 1/2" CML i LOAD BEARING FIA.PE/ 38 3 n CAN.3536 •. SOLID SHIMS • CONCRETE• 'i�.v _ OPTIONAL TO GROUT) CONCRETE•. <� � ' . .v�,•'. :A ..-, .. ;'3'KSI'RIIN, � )INC z 3 KSI MIPla' rc v'... _ .I SEE E R TYPE'A' 1' '� ANCHOR TYPE'A' drawing no. IS EDGE DIST. - SEE EL�V. EDGE DIST. SEE ELEV. .� m a FOR SPACING CONCRETE SUBSTRATE TO BE _ FOR SPACING 6'1615 W 14-18 STO. BOTTOM TRACK RECESSED AS SHOWN BEFORE APPRb FOR WATER RESISTANCE LOW TRACK INSTALLATION IOW PROFILE BOTTOM TRACK sheeF 6 ot�5 NOT APPR'D FOR WATER RESISTANCE 3 a a0 [VCERTICAL SECTION �U W 7 o o TYPICAL ANCHORS ��ww SEE ELEVATIONS WITH NARROW STILES `r .•. FOR SPACINGEXTER3 \ 3 FINISHES .VOCE 'DIST. ;-CoNwEl'E� r G �Op1 i BY OTHERS 3-'KSI.LIIN: H ty Q 60 90 0 ° V IL tl1 Al 27 1 � OG v� LL vo' 11 o 1s aW�t'` I v � JC4 N ' I 10 • i 9 ;'n ••••• II 01 941M •• ••• Y • • III I m Q1M • • • I I I Q 4 � ••• •i °o • a O ••• • m 3w� " • a a ••• • v F-o6 :*,Poe xg s o U � u, W PANEL WITH NARROW STILES LIMIT d 0 m • o o:� • • o 12 SEE Dp IN SHEETS 4 k 5 y • • o0 00 OPTIONAL g 3^ v • ••• 3 • ••• • m � x& ' N 0)C) O I I as • •:••: I II � �� ax I' • • .;., J ° •• ••• • • I d II ApprovedaoomplW1161T1e • • •••• • •. 4 I FlB orida ' Oodr o 6 •• I I n oa Zo /3 �a W S 4 Miami Dade Product Comm y r 13Yy L.n !J•CFkryJ�- B 25 26 19 it ca1mod glB3 B N°�s"a 19 POURED d o m 1 1 RICH STRENGTH GROUT 19 c Vc=5000 PSI MIN. T O 2 NOT BY S.I.W. MUST TRANSFER SHEAR3 9 LOADS TO STRUCTURE I ' 2 0 a Engr:JAVAD AHMMAD _ " LOAD BEARING 9 -1/2" CML (SOLID SHIMS I CAN538 PE 582 n v OPTIONAL TO GROUT) CONCRETE• .- a s� CON�RETE � i 3.KSI MINA' .. - .. r3 KSI'MIN.. 0 5 $� ..a�... . .I.. '.ANCHOR TYPE 'A' 13 EDGE DIST.' SEE ELEV. 1'"' ANCHOR TYPE'A' !! drawing no. OGE DIST. SEE ELEV. B 2015 _ m FOR SPACING CONCRETE SUBSTRATE TO BE FOR SPACING 1 1 p 339 STD. BOTTOM TRACK RECESSED AS SHOWN BEFORE rr 1 4—1 U IOW PROFILE BOTTOM TRACK APPR'0 FOR WATER RESISTANCE LOW TRACK INSTALLATION NOT APPR'D FOR WATER RESISTANCE sheet 7 of 15 TYPICAL ANCHORS PROPERLY SECURED �U 3 . METAL SEE EILYATIONS. 1BY WOOD BUCK a.. [SIRUCIUIIE FOR SPACING (SEE NOTE SHEET 1) Aa *Dl TRUCTURE 1 •E7OCE�DI '.CONCRELE' (SEE SPEC BELOW) °3'IZ$1.MIN.UCE'DIST. -,CONCRETE' 03KSI.:MIN:. BUCKJJ AFWuw Hu NNJ Z J Z7oT I 0 x xa mx=a mx m mxlw \ N� ov � �5 foam vJTYPICAL ANCHORS 3 33 QSEE ELEVATIONS 4CFOR SPACING TYPICAL ANCHORSNCHORS TYPICAL ANCHORS QI SEE ELEVATIONS ATIONS SEE ELEVATIONS a p HEAD ANCHORS LOAD CAPACITY-PSP(PANELS F/STD.STILES) FOR SPACING FOR SPACING FOR SPACING a ;e LLZn=� ANCHOR LIFE ANCHOR TYPE'A' ANCHOR'TYPE'B' ANCHOR TYPE'BE'ANCHOR'C' • • • 6 ANCHORS a ANCHORS 6 ANCHORS a ANCHORS 8 ANCHORS 5 ANCHORS 6 ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q W f • ••AAOlAl1M AT LTG• AT IY4 AT LIG. AT LTG. AT M. AT LTC. AT LTG. • *0*: DOW FRAME�RER a SNE ENPJ STYE END SIVE ENDS SHTE ENDS 8711E ENDS SIRE ENDS EVER ENDS TYPE 'A'- ,1,/4" DLA. ULTRACON BY 'ELGO' (Fu=177 KSI, Fy=155 KSI) O • PANEL WbTH HEIM PANEL! EXT.(+) BEET.(+)• EEL(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) MIN LENGTH = 3-1_/4" INCHES INCHIa••AR,AL• INN. - INT. - INT. - WT. - INT. - M. - INT. - • 24 to 70.0 70.0 70.0 70.0 70.0 70.0 70.0 DIRECTLY INTO CONIC. OR MASONRY rn 28 • to 70.0• •».s• 66.0 70.0 70.0 70.0 70.0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) o V a • •7R• 84• •tp 70.0 70. 57.0 70.0 70.0 70.0 70.0 1 /4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) S -.10 N •r• to• 70.0• 7•.0 51.0 69.0 63.0 70.0 70.0 THRU 1BY BUCKS INTO CONIC. OR MASONRY 90 • •40 1 70.0 - 45.0 62.0 57.0 70.0 70.0 •P40 100 70.0 •a•.• 65.0 70.0 70.0 70.0 70.0 1-3/4' MIN. EMBED INTO CONCRETE (HEAD) 1 3 w 17 On O>H7 1-1/4° MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) � �a • 28• • 70.0 7. • 56.0 70.0 70.0 70.0 70.0 �_ Z VI • •ft2• 98 10 70.0 70.0 49.0 66.0 61.0 70.0 70.0 TYPE 'B'- #14 SMS (GRADE 2 CRS) 9 3 w m • 36• 10 68.0 eAl• 43.0 58.0 54.0 70.0 70.0 o m INTO 2BY WOOD BUCKS OR W000 STRUCTURES � U z v � • •�D• • to• 61-00 •�Di• 38.0 52.0 46.0 65.0 70.0 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Qol�A 24 • 0 70.0 70.0 60.0 70.0 70.0 70.0 70.0 _ U m^ 28 10 70.0• •70.0• 51.0 69.0 63.0 70.0 70.0 TYPE 'B1'-.,#14 SMS (GRADE 2 CRS) ¢ �� • •S� 10�• o• 70.0 70.0• 44.o so.0 ss.o 70.0 M70.0 INTO W000 STRUCTURES g 3 w 38 0 100 62.0 70.0 39.0 53.0 49.0 66.0 N m 0 2" MIN. PENETRATION INTO WOOD (HEAD) v1 40 9 55.0 70.0 34.0 47.0 44.0 59.0 24 10 70.0 70.0 57.0 70.0 70.0 70.0 TYPE 'C'- ]./4" DLA HILTI KWIK-FLEX SELF DRILLING SCREWS (Fu-120 KSI,Fy=90 KSI) 28 10 70.0 70.0 49.0 66.0 61.0 70.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/4") 32 n2-3/t6 to 67.0 70.0 42.0 57.0 53.0 70.0 INTO METAL STRUCTURES (HEAD/JAMBS) 38 to 59.0 70.0 37.0 51.0 47.0 63.0 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)4053.0 70.0 33.0 4s.o a2.o 57.0 ALUMINUM : 1/4" THK. MIN. (6063-T5 MIN.) (HEAD) o 5 B HEAD ANCHORS LOAD CAPACITY-PSP(PANELS x/NARROW STILES) (STEEL IN CONTACT WITH ALUMINUM 70 BE PLATED OR PAINTED) ANCHOR TYPEHOR'A ANCHOR TYPE'B' ANCHOR TYPE'Bl'ANCHOR 'C' APPmvad as�OM10ng-b t6a S a a Flodd� TYPICAL EDGE DISTANCE 6 ANCHORS 6 ANCHORS a ANCHORS 6 ANCHORS 8 ANCHORS a ANCHORS �M /� MAXIMUM - AT LTG. AT LLD. AT LTG, AT LTG. AT um. AT LTG. INTO CONCRETE AND MASONRY = 2-1/2" MIN. ODOR FRAME NUMBER OF SNE ENDS SfltB @IDs STILE SNUB sH1a ENDS SILE ENDS SNE aND3 N11ami NodIM INTO WOOD STRUCTURE = 1" MIN. % N PANEL WIDTH HEIGHT PANELS EXr.(+) W-(+) M.(+) EXT.(+) EXT.(+) EXT.(+) B1, IT'� INTO METAL STRUCTURE = 3/4" MIN. a•o t6 INCHES INCHES ALLOWED INT. - INT. - INT. - INT. - INT. - INT. - n 24 10 60.0 60.0 80.0 60.0 60.0 60,0 W000 AT HEAD OR JAMBS SG = 0.55 MIN. `a 28 to 60.0 60.0 60.o ea.o 60.0 60.0 CONCRETE AT HEAD. SILL OR JAMBS Pc - 3000 PSI MIN.. c 84 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 32 10 60.0 57.0 60.0 60.0 60.0 60.0 _ 36 10 60.0 51.0 60.0 60.0 60.0 60.0 I •E W000 BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS Elgr:JAVAD AHMAD 24 to 60.0 60.0 60.0 60.0 60.0 60.0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM FU PEMt 70592 c n 28 98 10 60.0 56.0 60.0 60.0 60.0 80.0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. CA.N.3538 It S 32 10 60.0 49.0 60.0 60.0 60.0 60.0 a o c 36 _ -9 .60.0 43.0 58.0 54.0 60.0 60.0 NOTE: ` 24 10 60.0 60.0 60.0 60.0 60.0 60.0 FOR DOOR CAPACITY WITH STD. STILES SEE SHEETS 2 & 3 0 5 drawing FOR DOOR CAPACITY WITH NARROW STILES SEE SHEETS 4 & 5 W14-� 28 10 60.0 55.0 60.0 60.0 60.0 60.0 A t00-3/16 FOR ANCHOR CAPCIIY SEE CHART ABOVE 32 to 60.0 48.0 60.0 60.0 60,0 60.o LOWER VALUES FROM DOOR CAPACITY OR ANCHOR CAPACITY 36 9 60.0 42.0 56.0 53.0 60.0 60.o CHART WILL APPLY TO ENTIRE SYSTEM. ,- sheet g of 15 TYPICAL ANCHORS A SEE ELEV. Y FOR SPACING - .. .. © O O 3 30 h 11 26 Q 5 10 5 p 10 a V og V oC e�t1 O 0 - 0 x 7 6 27 25 _ LL Z EXTERIOR } O.L.O. "' . .1.0. J¢a¢ FINISHES -Q W eeii'f BY OTHERS 5/16' EXTERIOR f, O PANEL WIDTH PANEL WIDTH 1/2'MAX. - s n LOAD BEARING , a SHIM MAX.DOOR FRAME WIDTH ANCHOR (WITH STD.STILES) TYPICAL ANCHORS TYPE A SEE ELEV S J N r ONLY FOR SPACING J O • • 9 ;Th!g •• ••• • *FOR 9 PANEL CONFIGURATION SEE SHEETS 2 AND 3 PROPERLY SECURED • • • • 1BY WOOD BUCK m O • •• • •• O G (SEE NOTE SHEET 1) 0 Q � • • • 14 z ZcnLL • 1t 3w iA C, �z a . . . . .... om a • 20 • • •• •••- • • •• • 5 11 525 o • • • • • EXTERIOR • • •••• • i• _,�W c • TYPICAL r« O.L.O. • •• SEE ELEV. s. 5/8' S/18� EXTERIO C n n FOR SPAC94FING - m o rc PANEL WIDTH PANEL WIDTH BY OTHERS TYPICAL ANCHORS 1/2'MAX. SEE ELEV. LOAD BEARING FOR SPACING • y SHIM 6 MAX. DOOR FRAME WIDTH (WITH STD. STILES) ANCHOR H TYPE A c i m ONLY with Ilw Approved Ms cumplyio8 ° w _ Florida METAL Rtul � _ �i STRUCTURE NO /� Eng,JAVAD AH o •� ° o pc 14"11 QpJJppL ^r W ' b (., 1 7 FIA.PE+70592 .� n CAN.3538 EXT. EM. I/4-MAX. �Z 15 drowingo no. LOAD BEARING 1/4•MAX. HORIZONTAL SECTION r SWM W14-18 , LOAD BEARING DOORS WITH STD. STILES SHIM sheat 9 of 15 TYPICAL ANCHORS ; 4,� SEE ELEV. a FOR SPACING C1 D1 E1 z H "� 30 11 .. 26 10 O 2 s 10 a 0 0 U ---___ - _--____-_ _---_--= -_-_--- -- ---- o ® oar 7 26 27 25 ggg EXTERIOR • • D.L.O. D.L.O. Q b • F149SHES •• • ••yY•OTHERS 5/16' � •••• EXTERIOR 1/8 •�' • • • • • PANEL WIDTH PANEL WIDTH 1/Y MAX. • ••• N • 11MUD KARING • • • TYPICAL ANCHORS -i -t- m SHIM • • • MAX. DOOR FRAME WIDTH SEE ELEV.- " I FOR SPACING ANCHOR • •••••• WITH NARROW STILES TYPE A o EIItY • • • •••••• PROPERLY SECURED •••• • • ••••• 1BY WOOD BUCK o V1 • • •• FOR 6 %NEL CONFIGURATION SEE SHEETS 4 AND 5 F 1 G 1 (SEE NOTE SHEET 1) 3:ow- 26 M26 11 O • •••• • • •••• 25 11 9 Z(Nj)1i- N 3w M • n • •••• •• • •••••• m aoa N ;n. •••••• ^� 3nw • • � rn to rn o 20 SA 11 5A '' O a 19 EXTERIOR $IA D.L.O. gg 5/6" 5/16" EXTERIOR 22 FINISHES PANEL WIDTH 33 PANEL WIDTH BY OTHERS v u 1/2"MAX. LOAD BEARING MAX. DOOR FRAME WIDTH SHIM WITH NARROW STILES ANCHOR a TYPE A 0 ONLY °- m y _sa Approved m c0nVIYia8 with th- d <m u PloridaD ZO Date // � a Miatwl R uct •tml Engr:JAVAD MWD ,t o {{ / CMLl By SHµ �.'i,�11+✓� FIA PE f 70592 S n C.A..3538It 2015 drowing no. HORIZONTAL SECTION 18JI DOORS WITH NARROW STILES sheet 10 of 15 3 ITEM/ PART/ REQD. DESCRIPTION MATERIAL IIANP./SUPPLIER/REMARKS 1 SAV801 1 TOP TRACK 6063-T8 SUPPLIER PER SIW SPEC. 2 SIW802 1 STD. BOTTOM TRACK 6063-T6 SUPPLIER PER SIW SPEC. z 3 I 2A SIW804 1 LOW PROFILE BOTTOM TRACK 6063-T6 SUPPLIER PER SIW SPEC. C F 3 SIW803 2 FRAME JAMB 6063-T6 SUPPLIER PER SIW SPEC. 4 SIW805 2/PANEL PANEL TOP RAIL(STD.)PANEL TOP&BOTTOM RAIL(NARROW) 6063-T6 SUPPLIER PER SIW SPEC. a 4A SIW814 1 PANEL BOTTOM RAIL(STD.) 6063-T6 SUPPLIER PER SIW SPEC., A v 5 SIW806 2/PANEL PANEL STILE(STD.) 6063-T6 SUPPLIER PER SIW SPEC. Ya 5A SIW813 2/PANEL PANEL STILE(NARROW) 6063-T6 SUPPLIER PER SIW SPEC: 0 LL 6 SIW807AS REQD. PANEL ALIGNMENT CLIP 6063-T6 SUPPLIER PER SIW SPEC. eagl 7 SIW808 AS REQD. SILL AND JAMB SNAP COVER 6063-TB SUPPLIER PER SIW SPEC. 8SIW809 I/PANEL BOTTOM RAIL SWEEP ADAPTER 6063-T6 SUPPLIER PER SW/SPEC. O 9 SIW810 1 BOTTOM TRACK LINER POLYPROPYLENE DUROMETER 62 SHORE D• Q 1d3l 10 SIW811 AS REDD. BULB W'STRIPPING SOFT PVC CENTRAL PLASTICS,DUROMETER 67±5 SHRE A 11 U2132 AS REDD. COMPRESSION W'STRIPPING O-LON SUPPLIER PER SWI SPEC. Q z Ol - 12 SIW816 AS REDD. CHAIR RAIL 6063-T6 SUPPLIER PER SIW SPEC. vM�yy g "�{ 14 SIW815 AS REQD. ASTRAGAL ADAPTER 6063-T6 SUPPLIER PER SIW SPEC. Q W d f F 15 SIW512 AS REQD. INTERIOR GLASS STOP(LAM. GLASS) 6063-76 SUPPLIER PER SIW SPEC. c� 15A SIW520 AS REQD. INTERIOR GLASS STOP(INSUL.IAM. GLASS) 6063-16 SUPPLIER PER SIW SPEC. N 16 SIW513 AS REDO. EXTERIOR CLASS STOP 6063-T6 SUPPLIER PER SIW SPEC. 17 5530 AS REQD. INTERIOR GLAZING GASKET(DUROMETER 70t5) SANTOPRENE CENTRAL PLASTICS a 18 5531 AS REDD. EXTERIOR GLAZING GASKET(OUROMETER 70±5) SANTOPRENE ICENTRAL PLASTICSW' S ,�j N N 19 1104-5601-9 AS REQD. STRIPPING SK560-SKIRT POLYPROPYLENE SCHLEGEL �J 9 20 # AS REDD. ASTRAGAL SCREWS PH iFJtS - AT fi'FROM ENDS& 16'O.C. ••4 6 026 #8 X 1/Y • AS REQ& GLASISTOP SCREWS SELF DRILLING - AT 6'FROM ENDS& 15'O.C. Zo 30 Li M 4 • 24 #12 X 1-1/' AS REQO. F"E AND PANEL ASSEMBLY SCREWS ST.STEEL HWH SMS = Z to • 25 DIDI-60014 • AS REDD. THRE POINT LOCK - INTERLOCK,USA N N ' •• BFO- 501 AS REDD. POINT LOCK - INTERLOCK,USA 3 w_ • 24 SIW860 AS REQ&IL&tlNb PINS IN NYLON BUSHINGS - - p U ZO *21 IF • 2/LITE• SrbNG BLOCKS EPDM DUROMETER 85±5 SHORE A 29 W63612111G•• AS REQD. Fl S W'STRIPPING - ULTRAFAB ••SA W23201N AS REQD. FINSEAL W'STRIPPING - ULTRAFAS K •• • BFOS►8010-�0 AS RE ! &SET,SURFACE MOUNT ST. STEEL INTERLOCK,USA y N rn p •• BFO 0•V0 AS REQD• NDNMNGER SET.SURFACE MOUNT ST.STEEL INTERLOCK, USA t ved et camPll'LOB wIih OK O • S4 BF05-6040-560 AS RE D. N E OIATE HANGER SET. SURFACE MOUNT ST. STEEL INTERLOCK,USA A FIo�rW+B&I. 57 SF05-60 0-560 AS REQD. FFSEi HINGE HANDLE SET;SURFACE MOUNT ST. STEEL INTERLOCK,USA DamE! BFOS—Bb15-56A AS REQD. JAMB OT HINGE ST.STEEL INTERLOCK, USA MiM /, • ••: SEALANTS-.* ••• . By • • ALL rdir•AWD FRAM COTINECTIONS SEALED WITH g SMA1- JOINT,SEALER. LOCKS 25 3 POINT LOCK SYSTEM (OLO1-6014) BY INTERLOCK WITH ACTIVATING m+-e HANDLE AT 35-1/2'FROM BOTTOM FASTENED TO STILE WITH O (2) #12 X 1/2"FH MACHINE SCREWS • o'� HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD d <m AND SILL 1/2'DIABULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH O 5/16'DIA.THREADED RODS + O28 2 POINT LOCK SYSTEM(BF01-6501) BY INTERLOCK WITH En9r.JAcMLAFILM a ARIA BIFOLD ACTIVATING HANDLE(BF01-6514)AT 36-1/4"FROM FLA PE/70592 S n o BOTTOM FASTENED TO STILE WITH cw 7531E (2) #10 X 3/4"TEKS HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL a S 1/2'DIA BULLET TIPS SHOOT BOLTS CONNECTED TO LOCK WITH 5/16'DIA. THREADED RODS drawing no. 27 1/2' DIA. BULLET TIP LOCKING PINS AT 20'AND 88"FROM BOTTOM I W14-18 ENGAGING IN 5/8" DLA. RECEIVING HOLES WITH NYLON BUSHING (#2550-HDG) BY'MASSOUD & BROS.- IN OPPOSITE PANELS - sheet of 15 3.094 �2.000� o H21 3 655�{ j 094 I�7Icv.078 I 1.000 ,0501.365 2.170rA TYP. r a2.836 4.1 062 ` dl 1.238 3.000 078 15 INT. GLASS STOP (LAM. GLASS) n 1 TOP TRACKO c p0.4p .438 PANEL TOP RAIL (STD. & NARROW) 123 0 4�o .063 I PANEL BOTTOM RAIL (NARROW) a 1§2 TYR • 2.165 •• 3.875{ 1'� 1-4 1.365 l5 I I Q b � •1.328 .078 ••� 500 • • I _I J_085 • • r_- 1.000p N • •• • • • • .125 2.000 v N 3,922 • • • STD. BOTTOM TRACK 16 § a A •• .078 INT. GLASS STOP (INSUL. LAM. GLASS) ^ • •••• 1 813 • •• ••• E 3wM •••• 759 t o • PANEL STILE (STD.) 3 O a r1 • • • 662-{ o • • • • •• z Z�-i • •957• •• ••• 2.000-11.365 tj 3 = w • •• l062 •• ••• � ,803 .050 So U Z U • 1z7 1F.� aim • •• • •• 3.379 • •125 2.000 .144 a � f N}�v O • N Nrno � LOW PROFILE* BOTTOM TRACK D7e 1s EXTERIOR GLASS STOP o Appmvvd as �ykw with the p 1.6221 5A PANEL STILE (NARROW) �8 2 / I A'11Mull��oMro� O YI w 075 41.538 2.000-1f/ J / g€w 11P. r Oy_! N !l� 0 E -f .4761 u6 3.922 1.1109 1 F l .078 2.461 2.000 .094 i i f L m _ 1.347 7.000 .078 -�.so6� 14 ASTRAGAL ADAPTER .078 12 CHAIR RAIL o I s FRAME JAMB E-9r:JAVAD AHMADCML 1.876 1.095 FLA,PE/70592 d n 062 �5 CAN.'5538 050 Typ. .821 r I h I .050 .753 .062 L-1.81ol II I --� drawing 1.770 O 4A 4 --2.000-�J O (i 2015 W14-18 s PANEL ALIGNMENT CLIP BOTTOM RAIL SWEEP ADAPTER PANEL BOTTOM RAIL (STD.) SILL & JAMB SNAP COVER sheet�Q of 15 _ , 012 X 1/2 PER Ol 21 lo T jo FH MS (3) PER LEAF FH MS [L XmS ,WN, 0 112 X 1/2- 112 X 1/2- INTERMEDIATE HINGE .0 FH �[ MS 0 FH MS FH MS In o :o4 so rQ so so so Date NOAN A Miami Product Contral :so ° o Go PIVOT SET END HANGERS SET INTERMEDIATE HAN I GERS SET OFFSET HINGE HANDLE SET CML FLA.PE 1 70592 -38 drawing no aM R 2 6 2015 ' ' LL U3 Z 3 24 08 zd a U O'_� 0-3 L6 0 ' r • •• Qwf� • •••• • • • EXT. • •••••• O J N N J pQ O • • • • • o uj�a � • •*•• • •••• FRAME TOP CORNER m a n •••••• • • z_ Zln� N � 3w m • • • •••••f FV QVQQ 1 • o OW H •••••• •• • •••1•t d V m •• ••• • ••• i 3OJ •••••• 1 tnul ma • • , 0 /may a L% Applowd=mnlPIYii�n.Bwilh the a;3' Flodd60ui 'ng o 8 DYe y / f /" M.•f nodun C�1.13 1 m rc z g /' oosFs� � N EXT. O Engr:JAVAO A11MAD / CML { n EXT. ELA,PE CAN +5392 3 114 drawing no. FRAME BOTTOM CORNER FRAME BOTTOM CORNER W 14-1 8 LOW PROFILE TRACK STANDARD TRACK sheet 14 of 15 24 l� V 00 1� ro 2'X 1.2'X .15" Z % ALUM PLATE ` O� z a 0. 8 /- � v 3/8 THREADED ROD a i On.Q ' 3/8'NUT 0 LI ' LLZn In ' O w 1 S JN N PANEL TOP CORNER J ^ • • o N •••••• • • • m 3>"'i' • • •• •••• ACCESS HOLE Q • o Uzg v n :••••� • • •••. asm • ••e: • • ••••••_ 3N • • • • • 1 V)OniO N • •••• •• •• •• •• B 2"x 1ACCESS HOLE O z•x .1s" • • 3/8 THREADED•ROO ! ^� e CHAIR RAIL CORNER np9a•i+d000aplyi0gwilhun, „ • •••• PIarN. • � r • • 1 DW z MIw0iDade ud ml c g • 1� �J �, // u n oo� c O e 3/8"NUT - Engr:JAVAO AHMAD CML FIA,PEil 70592 CAN 538e (2) #12 X 1-1/2'SMs AT ALIGNMENT CLIP _ drowmq no. W14-18 PANEL BOTTOM CORNER M IAM I•DADE 1IIAlII—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONObIIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvv%v.miamidadL9ov/Ceoi10my PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: t This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER Product Control Section to be used in Miami—Dade County and other areas where allowed by-the Authority Having Jurisdiction(AHJ).. This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such-product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product ? Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of•Acceptance number and Expiration date by the Miami—Dade County Product Control Section. ' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufachure of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA sliall 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,euti a sN0.A %hajl be provided to the user by the manufacturer or its distributors and shall be avaAable fo*ins"ealidn It ei ob site of the request of the Building Official. . This NOA revises NOA Nq.•23;Q$1 0 A and con�tstof this page 1 and evidence pages E-1 and E-2*, as. well as approval'document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. • • .• • • ' •• .. . . NOA No.'14-1103.01 • .. . .. r MIAMt•QA®uNTY •• A so*� • • ' Expiration Date: May 26,2016 Approval Date : February 12,2015 •:• : 2 4 0 •:• Page 1 t I t i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. .DRAWINGS ' 1. Manufacturer's die drawings and sections. (Submitted under previorts NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and 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 Entiy Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thio E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 10-0819.05) C., CALCULATIONS 1. - Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory.and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. t F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"Edition (2014),dated 11/03/14,signed and sealed}by Anthony Lynn Miller,P.E. 2. Statement letter of no financial, interest, conformance to and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal-issued by.Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,P%d&tUofmVol SeXJnVgXervisor. ain►e D. Gasco i,P.E. ••• ••• •'• ••' '.Product Control Section Supervisor • NOA No.14-1105.01 . . . . . . . . .. .., .. .. • . ... . .. Rapiration Date; May 26,201G, Approval Date: February 12,2015 E-1 r ' • F F . w .PGT Industries,Inc. F NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED l F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL--6443,,issued tby Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.0X) 5. Laboratory compliance letter for Test-Report No. FT1-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted`under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated' 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subtititted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. f { • - . 1 I 1 - i f 4 1 1 f ! ! •• ••• • • • • • •• • • •• • • • • •• • ••. , 660 ••• ••• Jaime A Gascon,P.E. • • • • Product'Control Section Supervisor •• ' • •. • • NOA No. 14-1105.01 •• ••• ' Expiration Da te: May 26,2016 Approval Date: February 12,2015 ••• • • • •:• •E-42 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL RR MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS 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, GENERAL NOTES......................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............._.............. 1 ELEVATIONS................................. c FIGURE 1: - MULL T02X WOOD........................2 G MULTIPLE [—OPENING WIDTH FOR VERTMAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS oY O MULLIONS / -� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO TI 8 MASONRY._......_...2 SEE DETAILS INSTALLATION NOTES..................2 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY............._.......3 SHEETS 23 SHAPE MULL TO STEEL STUD................3 N 3 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_..............................3 0 m '�71f'__ DESIGN PRESSURE.MUlL10NS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS........._..................3 Z i�� III j �� ALTERNATATE CLIPS.................... ..........4 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INS7ALLATION....._.......4 O W ii �♦ 1 X 2 X.126 MULL SP ECS...._.........6 0 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS...............6 _ _ 7 ` INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS._....-.7 d' 0) 1%2.75 X.85 MULL SPECS... IJ.I Z 0 0 SEE DETAILS I/ 11 1 X 3.125 X.500 MULL SPECS.._....9 - O / I / III / 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ul sHEErs a Y i 1 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 7 X 4 X.125 WILL SPECS...._.........10 n I- M 1n A 7F1fiU G; 1 X 4%.375 TUBE MULL SPECS....11 F.. Q t0 J I _ ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 T MULL SPECS........11 •J t\ SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25%3.1BB X.285 MULL SPECS 12 IN OPENG 1.25 X 3.26 X.100 MULL SPECS.....13 Z Ui �. VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.524 MULL SPECS.....14 z MULL FOR 1.25 X 3.94%.524 MULL SPECS.....15 z LENGTH HORIZONTAL 2%4X.25 MULL SPECS.........._....16 MULL T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST Q Z SEE DETNL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 8 X.25 MUNI SPECS...............17 SHEET 3 2 X X 2.11 X.125 MULL SPECS....16 U) AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SWILL BE PROTECTED AS REQUIRED TO PREVENT 1- W "REACTIONS. 30'X 3.25 BAY MILL SPECS.........19 Q Q1 O 45'X 3.26 BAY MULL SPEC6..._....20 0 Q � Oird :*Go: • MULLION B CLIP DIMENSIONS 21-23 I-- Z O.O ••••• FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSVAFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES t a 2...._......_._..._........z4 /n z •••••• • •• PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES...._..._........_.25 W ' BE OF ANY TWE. Of W Y Y • • •• •• MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z U fA • • • / I MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U W Q • see*• •• • I I0"00 BY PGT' PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. _ Q.,(7 O O •••••4 F-- DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. - QQ D_' p' • • •••I..TAL �-X- G,H; MULL •••RI��TS z3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING ••••• LEF�nN WIDTHHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. • • W�QINTAL ••••• • • •�IL1tLL ` • • • 4L rH INSTRUCTIONS: of 0 00 • - 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fr)FOR THE OPENING USING THE ASCE-7 STANDARD. • • • • 000000 • • • • 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. • G1011,5: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. yppII1�NAL EXAMPLES OF�iIULL CONiIWiATPRODUCTRBVISFD • • 0009 • •• - mw Iris with Lha Flartd/ • • r--HORIZ.MULL LENGTHS 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BuRding Cnde MULL • t—EPENING WIDTH-1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE. AwrMom No QS. 'I LENyGTH I` P w I MULLION CAPACITY(LBS/FT9 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN !� OPENING STEP 1). r By�NucL�_L�•..�� HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUEF Nlemi ad°b puct I`OI� OPENING MULL d �' MORIL d `M L. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 11111 1 1 i I iT HEIGHT LENGTH v MILL MULL LENGTH 6)FROM THE ANCHOR CAPACITY ILBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MILTIPLE `��`,��NON .• NN��,� L ANCHOR/SUBSTRATFJANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•' LICENSE.�CF CAPACITY IS MET. WID OPEMNG TH • - • N0.58705 '• SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL L7)IF THE MULLION CAPACITY(LBSIFf'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-0 FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE . ;O SEE CORRESPONDING DETAILS MULTIPLE MULLIONS " T'•, y� TEE FROM FIGURE 7 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :�(�s'•.!�"(pRIDA•,.•' \]�� CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION \ PRODUCT ASSEMBLY. �77!S�nNgL�•NG�`�� 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 711 �11� A.LYNN MP.E. 58705 DETAIL A: DETAIL B: MULLION - MULLION TO 2X WOOD BUCK MULLION A MULLION ATTACHED TO 1X B1ICKSTRiP TVP•ANCHOR ' OR WOOD FRAMING PER SUBSTRATE, WOOD BUCK AND MASONRY AITACCHMENT SEE SEE TABLES 18-188 (OFFSET CLIP SHOWN), (STANDARD CLIP SHOWN) sEE Nor�Esi N I MULLION SHEET 1. y 6 j 1 I SEE SHEETS a ° b I MIN 2.7 KSI •'' EDGE 2 CONCRETE OR CMU 1 I DISTANCE, W EITHER THE 1 l i 1�2ORLE d I I F� ~SEE SEE TABLES 0 1:EDGE BTANDARDD e 1 I EDGE DISTANCE IS Q' m OFFBET MULL a o e e CLIP MAY BE 1 DISTANCE v ° I I FOR MASONRY WQ O0 INSTALLED BY .d II FOR WOOD I 1 ANCHORS e m 0) a /g, F THIS METHOD. ° I I SIDE VIEW SCREWS = Z m to .250'MAX FOR ad d? h Q J ALL MULLIONS • f • v ° v e ERHERTHE H 7 •_ • • d STANDARD 5 U g • • ••• e v• • v. ° OFFSLIPET MULL Z e d ••••: -.0 • • d.• • ° v ° INSTAL ED BY W •••• d EXTERIOR v THIS METHOD. J Tn Z •••••• • • • •o v d • �e ° v e IS e m Q d DTANCE 4 F ZZ • •••••• d RQ Q MASONRY Z N ANC co •••••• •• • •• •• HORS s 0 O • • • • • RECOMMENDED FOR a • ••• • °d FIN-FRAMED •••••• &^PRIOR DOWsBUT MAY w • •••• ALSO BES u�) ••• • • OTHER FRAME TYPES,••••• _Ym Ym V Z Q •••••• •• • •••••• TYP.ANCHOR TVP.ANCHOR PER SUBSTRATE- 6 VVii O • • • • Typ,ANCHOR PER SUBSTRATE. SEE TABLES 18-166 • • •• • • PER SUBSTRATE, —PER SUBSTRATE • • • SEF TABLES IB-186 EOGElEND BUCKSTRIP 000000 • • • DISTANCE AND SEE TABLES ATTACHMENT EMBEDMENT • BUCKSTRIP IB-18B ••' - 8YOTHERS. Aro EMBEDMEI Ni• SEE NOTE 1• ATTACHMENT ,• SHEET 1. BY OTHERS. •• - . SEE NOTE 1. •• SHEET 1. • MIN 2.7 KSI CONCRETE OR CMU PRODUCTREVI$ED SIDE VIEW FRONT VIEW as von1pW"Mvhe Ina Flodda Buadlas Dodo 01 FRONT VIEW D 4- �O INSTALLATION NOTES: AI ni ado Ptodmi Contra 1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `�.�11 DNY LYNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 4fl ,,..., ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �• \_tCEN CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE UCENSP•.•l�P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ' No.58705 '•� 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �o SS 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED - ELCO ULTRACON OR ELOO IJr S.S.AGGREGATOR MASONRY ANCHORS. - S �RIDA,,••G��,` A LI4 P E. FL P.E.#58705 DETAIL E: x Al—1 W MIN, MULL ON DETAIL C: N TO MULLION � INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MULLION (U-CLIP) F1)MAY BE INSTALLED IN-TEE'OR-CROSS' (STANDARD CLIP SHOWN) � (� ° INTERSECTIONS. � VARIES U 2)MAY BE INSTALLED HORIZONTALLY ^ � (SHOWN)OR VERTICALLY. In I TYP.ANCHOR �• ' N EITHER THE I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23' B m STANDARD I SEE TABLES IS-135L FOR CORRESPONDING MULLION. N 0) W OFFSET MULL I TOP VIEW Z In CLIP MAYBE I EDGE DISTANCE MULLION 91 W INSTALLED BY II I I a' J FOR MASONRY THIS MET HOD. I I 1 ANCHORS VARIES i---H J W I I 012 STEEL SCREWS, 5 _ `SELF-DRILLING OR PRE-DRILL 0 N MULLION AND USE SMS LU O O /// m m O U) MULLION F Z 10 J EXTERIOR °a 4 0 THE OFFSET CLIP LS �{ V �• ED OI pMASONRY ° .. RECOMMENDED FOR z =)L ANCHORS FIN-FRAMED LINTERSECTpN {g¢T < WINDOWS.BUT MAY UCLIP � Fes" t� Z g , s OTHER FERAMEEOTYYPPES. EXTERIOR Q z v ~ QN O TYP.ANCHOR '° a, Z O C • � PER SUBSTRATE, °ATE, a ••• •SEE TABLES 1B-13B SEE SHEETS 21-23 FOR •••••• • • TYP.ANCHOR HOLE LOCATIONS QQ $ • • PERSUBSTRATE, (n J • • • BUCK RIP SEE TABLES 10-13B FRONTVIEWEDGE � Q Y Y NCE U) y • • ATTACHMENT S DISTA DISTAES F7 > •••• _ BY OTHERS, '- .• SEE NOTE 1, - 15•135 d Z Z 0 O 0 • EMBEDl�NT ••�. - • • SHEET 1. ••••aL• . • - - EDGE • • • • • •i �_�_olsrANCE Ix Of •••••• • • SEE TABLES ,.a SIDE VIEW ••••• MIN 23 KSI C(ICRETE OR CNV••• MIN 2.7 KSI CONCRETE OR CMU 1B-13B •• *0 0*0 • • • FRONT ylE1(V_•• SIDE VIEW DETAIL D: • • • • • MULLION ATTACHED TO •••••• •• •• •• •• STEEL STUD • (STANDARD CLIP SHOWN) • • •••••• • • • • STRUCTURE •••UJCTALLATION NOTES: � • • •••••• TYP.ANCHOR • 1)ARCHOR EMBEDMENT41`0 BASE MAKER1AL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, •••2)05ANTITY gFAldh8V AND MIRLIONSRE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a \ SEE TABLES 18 t38 SEE SHEETS RonuCTRBVI3BD • ® complying WRh 16c Plaids ONLY.BECAU HOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR uildlBgtbda _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HONE PIMNNo FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LocATpNs OD D_a!e MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \\ --- ® IlarBl ads Pcoducl Con!m 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® ?1 V 1 I 1 EDGE 5)FOR ELCO UMASONR OR PLICA TIONS.IN AGGRI-D A E COUNTY, USE ONLY RS�1•DADE COUNTYAPPROVED DISTANCE ��\�'��pNY N LYIy FOR STEEL STUDS THINNER THAN SEE138BLE3 P 1,10ENS' !F FRONT VIEW to GAANDCOMPLUVLT WITH THE FL BUILDING _•. F CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BYOTHERS. No.58705 '• USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW _= NOTES: 1)FOR ZX WOOD-BACKED STEELSTUDS,WOOD 8 ANCHOR VALUES MAY BE USED. �:�5 '•R,�OFlIDA,,.•'•�� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN+NIILL` P.E. FL P.E.#58705 r:s DETAIL F: DETAIL G: DETAIL H: • FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ n� SEE DETAILS A-E. Q Y 30'OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. • N MULLION VIII 0) 1"".9 O O Z to O O O O O O O O J O O TOP VIEW in o SIDE VIEW 1 i LU U SIIOWNWRHI•X4•xA25• TOP VIEW I cn rn MULLION 1 I 1 {- Z J •• I j TYP.ANCHOR rL O • • I I I PER SUBSTRATE, 5 o • JEXTERIOR••• • ' •• 1• I I SEE TABLES I5BOR 165 ? 0g > `••• •• • • • b I I I = F • • • • • TYP.ANCHOR I I z 0000 STANDARD MULLION CLIP I 1 PERSUBSTRATE, 1 1 EXTERIOR Z '- Z� ••• •• • M IFUIO TO FQ FIELD I SEE TABLES 18-14B m ,y, I 1 c-. • Ca1DI�pMS • I `+1' 1 12•X 6•ANGLE CLIP, ~ • J••••• 1 I I I 1 1 2 PER MULLION END,MUST BE Z O Q N O • _ I 1 1 1 WSTAUED INSIDE OF BAY MULL H Z ••• •• �• •• `•� •• MULLION I I O (n qR �� • • I I 11 I I N v. a •• •"• ••••• I I 'f I IO Q Y I I W ••• •• p`. •••• I 1 I .2•XWX.125 ~•. U) •ZV Z • • 11 I I ANGLE CLIP, V Z Q > • • • • •••• I I I 1 2 PER MULLION END, Q — O Q •••4 •• Q I I I MUST BE INSTALLED 0." Z (4 (n • ,� 000 • i I I INSIDE OF MULL, h 10�O n • cb • • •• \•. •• •••••• • TWP.ANWfOR PER SUtBTRATE. . ••• •• SEE TABLES 1B-148 • • ./J INTO WOOD. (f STEEL,ALUM WO INTO OD,STEEL, STANDARD CLIP TO BE EXTERIOR - OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR -'� ®�� PRODUCE RBV SBD O �GpERdg a -®/ asconwlyins-Kh&A Minna. F rT,—� f Acoeptencq 5�1 ALUM,CMU OR MASOIRY O r ® ® r DISTAD N1mW adoPToductConuo PER ANCHOR ~ 111111111//j EDGE —® PER IISTA EE NOTES FOR INSTALLATION OPTION G&H: - \`�'��N RCENS O1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULUON. NOTES FOR INSTALLATION OPTIONS F: k No.58705 ' 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ' 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 211'X.125•MULLION. LOCATIONS. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23,FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ,�Q�•, $q E 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION _ _ LOCATIONS. •.F<ORIDA. G\�. A.LYNN BILLER,P.E. FL P.E.#58705 r TABLE 1A Mullion Capacity Table Ib6IR2 Opening Width(forvelticalVaparrVngmullon9)orOpening Haight(for h dzutey-aperrinplmldam) CW Q! 501n 601, 70 In 601n 90 In 1001n 1201n 1401, 1001n S2 O Reetanguler TrepllxOne. Redead' R.WT11mg. Reclengu1. Tnp718ang. r-1-14W 7WTftn9. RKIAN. IftWMang. Re ., TnpMeg. Ractane4a7 Tnpm All ReetanWer Traplllnng. RaotmpAer TrepRdalg. a 11t 2 x.126 1osmn9 Loeding Loading Loadk• Lowing Loathe Loafing .Loeding .. Losdng Coaling loedbg Lowing Losdblg foaling Loading Ladn9 loa•ng Ladng Num.Tubes _ _ _ _ _ F 1116 F � F F F � F F F � F F toMullional� 8421, 111.8 400 129.5 332 93.2 405 115.5 323 79.9 4M 107.8 69.9 400 104.4 319 82.1 400 104.0 319 559 409 104.0 319 40.6 400 104.0 310 39.9 405 104.0 310 35.0 408 101.0 319J W481n 74.9 312 BAB 256 02.4 312 T3.4 262 53.5 312 67.0 46.6 312 83.2 246 .41.6 312 81.3 2M 37.5 312 61.0 244 312 312 01.0 244 26.6 312 61.0 244 23.4 312 61.0 244 _ V)50.625In 63.9 281 70.6 234 63.2 261 61.5 Me 45.6 201, 55.7 30.9 281 52.1 221 355 201 50.1 220 31.0 281 10.3 219 28.11 261 49.3 219 226 281 49.3 219 20.0 201 40.3 219 W C.M 1, 6241 241 57.5 207 43.9 241 49.8 2112 37.6 241 "1 32.0 241 11.5 196 20.2 247 39.4 194 20.3 247 35.4 193 21.0 247 38.1 193 10.6 247 36.1 193 16.4 247 38.1 103 co MQD 00 N 30.4 200 41.2 170 32.11 200 35.4 105 27.4 200 31.5 24.0 200 26.9 160 21.3 200 27.1 159 10.2 200 23.9 157 16.0 200 25.0 166 -631n 33.1 181 36.3 155 27.6 161 30.3 152 23.7 181 26.9 20.7 181 24.5 148 18.4 161 22.8 1{4 We 101 21.7 143 651n, 28.8 105 30.0 142 24.0 185 25.1 139 20.6 165 23.1 18.0 105 21.0 134LU 72In 22.2 139 23.3 120 18.5 139 tO.B 118ISO 139 17.5 d J N Z 761n 18.9 125 19.7 109 16.7 126 16.8 107 Q J 78In 17.5 118 18.2 104 ZZs~ Q N O TABLE 1B •••• • ANCHOR CAPACITY ADJUSTMENT FORMULA: F NZ �80 70•••• _ • • • Anchor Capacity Table Ibe ANCHOR CAP.,,,,,,,,,, • • 1 x 27k Connie 3.5k Co- 11o8ow CMU Feed CMU P7 Weed Male1 (OP)X( > ANCHOR CAP.,,, MULLION CAP.,,,,,," • • • • Amar Type: 3118'Elco labxon i!4•Eko UOncm 3118'Ek. 3116'Eko UBrnon i!P Elco Uleeem 1!{'S8 Eko 5110'Elco 1/4'38 Eko N10 SIM N12 91se1 N12 Std Of N -Y ••ArwW Clip Patterga• Ubnon Agw.Wl L11-on A9911aGeter Screw(05)Sc"(G5) 8omw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Glalerce > r 2-1rr r 2.1/Y >va• in 2-1/2' r 2-11z• r zue• z• o.+r o.M• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN • • Embe061a WV torr MW "4- r 1•U4• 1-t/{' 1-tH• 1-U4• 149• 1-u4• r Lair .ISIS• wdaa ACTUAL PRESSURE REQUIREMENT FOR THE Q..X Q O O 491.75•Min.0.0./Standard«o8ed Clip t.Ir 3N Lbs 390 ms 450 The See Ibs 1044 no 270 as 28010s 3541St 7401ba 3741a M4lbs I. M11be 4+2108 j20 s OPENING,WHEN IT IS LOWER THAN THE MULLION d Z 4 Anton @ 1.15'Mln. 6 («omd)ce 480 ros 700 rw WA WA WA NIA 390 Lbs WA WA WA WA WA 662 lba M5 u. 1120 lm CAPACITY(FROM THE TABLE)OF THE SELECTED tpnQ3' nO.G SAnpa pqr 3 Lbs 760 as 800" 1560 Abs /896 Iba 5401w 600 1b. WA 7601ba 7481ba 880 The la92W 6821bs 685 die 1120 Aa MULLION.IT WILL YIEIDA MINIMUM ANCHOR Y� 2 A9ctan @ 0.45•Mm.G.C.I U471P,IMo.126'Alun.(Fq.4k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 716 Ns CAPACITY WHICH MAY BE USED TO QUALIFY J� 8 ••••• • 61 Anular/FCS 9pw •1851bs 1951be M Im 14slbs 82x 9x 1351bs 1401bs 177 ms 3701w la710e 3321M n3la no lbs. 22110, 28011u ADDITIONAL ANCHOR OPTIONS FROM THE 2 1.15'lebl.O.C1F .a 2401ba 3509u WA WA WA WA 190 1b, WA WA WA WA I WA 1 3411bs 1+29N 660 Wa ANCHOR CAPACITY TABLE. THE OF C I ,USE THE SA AN R PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. - • • ••••*• •fIG 1: • q1IGUFIE 2: TABLE NOTES: PRODUCT RgVISBD • es 04"W,1,,,11111 lb*F ds ••' • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BudlUne OOde SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --j 1.000" 9 S.Os c 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r , FIGURE3: I Ntluni ade Pro uct CPntml ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' 11I I I l l 111!I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. LYNN ( ANGLE CLIP MUST BE USED IN PAIRS. 125" \\��ON ••. 4ti<</,/�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,.•' LICENSE F.j3 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' No.58705 (� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2•X.125•MULLION LEAST.125'THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND' V �[- THE MATERIAL.#10&l712 ANCHORS INTO WOOD MAY BE STEEL,18-8 SS.OR 410 S.S. � SAL A.LYNIJIIuI1LR,P.E. FL P.E.#58705 TABLE 2A • Mullion Capacity Table flbsMel Opening Width(for berti lly-spenringmillions)orOpeningHeight(for rgrizonla*sperringmullions) yt^� 601n 801n 701n SO In BO In I t001n 1 1 1 1401n 1601n 12 O Rsclaroular TWIM.q. ROCWO ter TraPRdarq. Re t.VAer Trap7rds%. Rectengrdar Traprrdang. Rectangular Trapfrdsm.. Rec4rlgUar TrapRMro. Reot4npAu Tnp7fnero. RecAdW T Loang Radaredaz Traplrnero s 1 x 2 x.975 L°�n9 laadire Lwmre Lwding Loadhp LoaGre I-oedln9 Lo ding. Loadkq Loading I.oaaire Lo"19 Losdlre Loading Lcadre Laadro I.oadlre I ro �i t FAlumiYE7 dZp • tS ttSS$8$• 1I1 ldplst` lS.. 0g^ 6$ !S 1dyt • 9g ,t g¢ dy g6g y11 $ ' ytSo ul .Tube & & 9 Cq Mullion CO Is11 g Ogadlh I $ 11 1 111 1� S 1 g N U1 42 In 170.0 620 170.0 435 151.3 662 170.0 478 12&7 662 170.0 We 113.6 682 16&6 618 100.9 am 168.8 517 80.8 682 168.9 617 75.7 662 168.9 617 84.9 BB2 1888 517 68.7 882 1B&B 617 J W 481n 121.8 607 1380 419 101.4 607 119.2 41C 68.9 607 708.7 403 78.0 507 1020 399 87.6 507 99.8 397 60.8 607 99.0 396 50.7 507 99.0 396 43.4 607 89.0 398 380 607 99.0 388 J = 50.5261n 10:1.7 458 1118 379 80.4 45B 98.9 371 74.1 458 80.6 301 61.8 458 81.8 380 67.8 468 81.3 357 51.6 458 SOLO 368 43.2 458 80.0 358 37.0 456 80.0 356 324 458 60.0 358 W O 541n 85,4 400 113.3 338 71.2 400 80.9 328 61.0 400 727 322 53A 400 87.3 318 47.5 400 64.0 315 427 400 623 314 3&0 400 61.8 313 30.5 400 '61.6 313 26.7 400 61.8 313 m ,m F- I623 321 08.0 27[144.8 321 57.6 270 44.5 324 61.2 284 Me 324 4&0 260 3d.8 324 43.9 257 31.1 324 420 255 28.0 324 40.6 253 ?22 321 40.5 2b3 79.6 32A 40.5 253 CO J 63.8 284 57.4 X6 294 49.2 248 38.4 294 438 241 33.6 294 39.8 7d7 29.8 204 37.1 234 20.0 294 382 294 33.6 230 782 291 33.4 230 16.9 294 33A 2304&8 266 �9f, X32W 4%4 ?26 33A 26B 37.5 221 29.2 268 34.1 218 2&0 268 31.6 215 23.4 258 29.8 212 18.6 268 28.0 210 16.7 288 27.7 200 14.627.7 i36.0 225 37.9 1 Z 91 2&T 225 28.4 188 225 226 25.8 165 20.0 225 23.6 182 1&0 226 221 180 15.0. 715 20.3 177 12.9 226 1&8 178 77.3 226 1&6 178 30.6 702 4920 •7 202 Z7.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 18.7 165 15.3 202 18.4 103 .128 201 10.7 180 10.9 202 159 168 &0 202 15.8 158 �28.3 t92 29.8 18 ,65 20.2 192 22.0 762 17.7 192 1&7 168 16.7 +92 18.1 157 14.2 192 18.8 155 11.8 192 75.2 162 10.1 1B2 19.41b0 BA 192 74.2 17 18.5 144 194 12 1i1 411!11 4126ZZw16.2 127 d5A d1 •• • V) 1- gC)O� • • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: W • X Anchor Capacity Table lbs 4141• o. 2.7k C4norele 3.5k Conn. 4tobw CMU I"CPAU PT Wood Meul (DP)X( )=/WCHGR CAP.,,, U X Q MULLION CAP.,K,,,.,, t- • • • • Anchor T1 s. 'Eloo Ulracon /H'Elco Ultncon 5178'Eloo 3118'Eloo Ultncon 1N'Elco Ullrecon 1/I'SS Eko 5/18'Eko 1N'SS Elco Y10 Steel Y12 (G5 c etatl ••Oaah•rdllp P•ttema Ulkaom AggraGat« UMon AgyeGat« straw(G5)scmv(G5) Serew(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Q r Z O Q • • • Edge Oislani A •41.0 2-1rr r 2-7/7 b118• r 2-lir r x-tm r 3-ve• r o.48' 0.54• 6-3 CAPACITY REQUIRED"CORRESPONDING TO AN D- N rA EmbeOmant M 1414' 1.314' 1.314• 1411• r 1-1141 1-1N' t-1/P 1-1N• 1-W' 1-MP r 1418' 7418• wdee ACTUAL PRESSURE REQUIREMENT FOR THE � Of A 4.75'Mh.O.. OOsalClip( 390 1b. 4501bs ODD lbs 16441W 27004. 280 Ds 354 IM 7401bs 374[be 861 Au 940 Ws 341 am 4421W 5601W CAPACITY(FROMHEN ITHETAT IS BLE)OF HE THE a� 1 ®1.15'Mln.O. ./ a OYeeO pip( 2k lbs 700 ft WA WA N/A WA 3800. WA NIA WA WA WA 882 Ws 865 We 11201bs 4Anohm 0rM1n.O.C./(2)245AngI.dlpa/( .3 7B0 78016s 6OOM 1560 Es 1BA8Iba 540 the SOD ba WA 70D[be 7481bs BBO58r 18921ba 662Wa BBS We .7120ibe MULLION.IT WILLYIELDAMINIMUMANCHOR •2•,�h•s�A5•Min.O.C.I U421p,hx•125•Alun.(FgM7 W!• WA WA WA WA WA NIA WA NIA WA WA WA WA WA 7151be CAPACITY WHICH MAY BE USED TO QUALIFY •••4H•.rOt«/F47ip(Fig.5Y f861ba f051he 225 Wa M510s 82216s 735 Ws 110 ba 177Ibs 3701bs 1B71be 332 Ws 4731be 170 We 221 Ws 280 Wa ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhma lAYM1 .C.1 F47ip(Pig.8) 2q lba 3501tn WA WA .N/A WA 1901bs WA WA WA WA WA 341 be 4421bs 68010s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - 1 PRODUCrmvjsBD FIGURE is FIGURE 2: TABLENOTES: 4, A� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2d FOR GENERAL INSTALLATION METHODS. 771.000"2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE- ntrol 1 FIGURE 3: 1111)1!/ 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.00(r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��pNY LYNN Ml� �, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.11 I ........ C, L : P��'.• �ICENSF '•.F� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED:1 U13716'CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T _ No.58705 i FIGURE 4: FIGURE 6: FIGURE 6: _ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' K(18 GAUGE).STRUCTURAL STEEL TO BE 1'X 2'X.375'MULLION - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THIC /Lr4 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �` 11 11 • I �� THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. p TATE F CC/ UU__!LLlll llLLllll..��JJJ �� _ _ '��S'•.�,C ORIOP.•��: A.LY15N MIL.'L'I'R,P.E. FL P.E.#58705 • f TABLE 3A Mullion Capacity Table Iba/t27 Opening Width(for%l8caly-BpeMng mullions)or Opening Height(for holi2oMely-sparring multions) ` 50 In 60 in 701n W in 90 N 1001. 1201. 140 In 1601. O 7 a 2.75 It RectmnWhr mere' Redengdr TrepTdowil. Rectrgav Tnp/Tden9. Redetgder 7ap.&K Ralenovier Trep/menp. RL.".Or Trep"em Rxtwwlr Tre mwg. Re.Wetilr Mpmen9. Red npolr 7ep/111.0. Q Lending Lmoing Loading Loading Loading loedinp Lading Loe6np Lading Loading Ladino Loadirq L0.24 loading Loading Loading Loading Loading 'f .376 Alum. Tube 4 �g �'_ '�g' f^ Mullion �� a c3 �� d o a I 11 11',111 1 1 1 � 1a C-4s 6 ¢. S p� ti $E s F7 p• s s S § 5 � mCD w 42h 170.0 020 170.0 433 t7o.o 741 170.0 47a 170.0 US 170.0 606 .170.0 092 170.0 619 170.0 1110 170.0 521 170.0 1240 170.0 521 1411.7 1301 170.0 521 121.5 1301 170.0 521 111.5 1301 170.0 521 48 in 170.0 708 170.0 524 170.0 Sao 170.0 5% 170.0 992 170.0 630 170.0 1133 170.0 gat 151.8 1139 170.0 677 IWA IQ9 170.0 am 113.9 1139 170.0 ego 97.8 1139 170.0 500 85A 1139 170.0 600 , _ 50.0251. 170.0 747 170.0 563 170.0 896 170.0 631 187.8 1032 170.0 684 148.6 1032 170.0 n3 130.3 1032 170.0 747 117.4 1032 170.0 766 97A 1032 170.0 756 53.9 1032 170.0 756 73.4 1032 170.0 756 0 641. 170.0 707 170.0 612 161.3 907 170.0 801 13.2 907 164.7 730 120.9 907 1525 720 107.5 907 145.0 714 968 907 141.1 710 80.8 907 110.0 709 69.1 907 140.0 Me 60.5 007 110.0 709 m C3 h Win 141.1 7M' 151.5 025 117.6 735 130.3 811 100.8 735 it0.0 509 86.2 735 105.2 590 76.4 73S 90.5 03 70.5 735 05.1 574 58.8 ,735 91.8 574 60.4 735 01.8 574 44.1 735 91.0 574 J 83h 121.0 686 130.0 570 101.6 088 111.5 557 87.0 666 98.9 617 76.2 668 90.1 634 07.7 1186 83.9 531 W.0 686 79.0 520 WA 666 7" 521 43.5 088. 75.0 521 36.1 686 75.0 621 651. 108.0 607 112.4 512 48.3 W7 06.1 511 70.7 WI B5.0 W1 60.2 W7 77.1 493 55.9 607 71.5 486 53.0 W7 67.6 481 44.2 007 83.4 470 37.9 W7 52.7 474 33.1 W7 82.7 474 W n N 61.6 510 e5.e 441 61.0 510 7J.0 134 66.3 10 61.7 428 51.0 610 37.9 119 10.1 610 63.7 117 10.0 610 W.0 106 71.0 510 46.0 102 29.2 510 44.4 389 25.3 510 44.3 799 ?r J 761n 69.1 458 17.8 4W 67.8 450 61.7 392 49.8 454 61.1 305 43.4 456 16.0 378 30.8 458 44.8 373 34.7 458 41.8 308 20.9 458 37.7 382 24.8 160 39.0 359 21.7 458 35.7 358 J J Z 751n 64.2 435 67.0 Sal 57.6 435 56.6 373 45.9 435 49.8 369 401 435 44.7 3W 35.7 435 40.9 356 321 435 38.1 361 28.0 435 34A 344 17.9 -435 32.6 341 20.1 435 32.2 340 Q 2 � .�-- 0oN- 0.8 327• 43.1 40.00 34.8 327 36.4 295 29.9 327 31.8 20 26.1 327 20.3 275 23.2 327 25.7 271 20.9 327 23.7 266 17.4 327 21.0 282 14.9 327 16.3 256 Q r Z N. O p • �ti 34.4 .1 51 20.7 29.9 252 21.6 2117 26.0 248 21.3 287• 23.1 244 19.1 287 20.9 210 17.2 297 19.3 237 11.1 287 18.9 232 X AOS • 103 In 24.2 227 24.7 205 20.2 22A 20. 201 17.3 227 16.0 198 15.1 227 18.0 195 W y • 1111n 223 tib 2b7 X91 18.6 215 19.1 191 15.9 215 18.6 tgll lY N N Y • h 17.6 IM 17.9 117 • U'x a O O • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: a g"" Z m N N • • • Anchor Capacity Table Ib9 ANCHORCAP.,,a,,.,, gg Q •••• • LNlrola • 2.7k Corwrele 3.5k Cant. H.4-CMU Filled cmu PT VAwa Melel (Du.)X( ).ANCHOR CAP.- � lY ••f•}�_•�-I• •• • 5118'Eleo i/4',.Eko 3/18'Eloo U4'88 Elco 9108•x1 912 steel 612 8 e MULLION GIP.,,,,,,,., ••W'F'•'f COp Palr�me AncNr rypn 3I18'Ebo Ulbecon 1/P El'.Ubeoon 3'18•Eko tnkxa 111'Eko Ulkaca 12kacan -88 811 U"'wo AggreBabr 8crow(GS)Baan(O5) Screw 105) USE THIS FORMULA TO OBTAIN THE'ANCHOR • • Edge ole a t' 2-tm t• 2•M• 3-118• 1• 2-wt I• 2-10.• 2- 3-116' Y 0.49' 0.54• 0 32C CAPACITY REQUIRED'CORRESPONDING TO AN ••••• • Embedm nk 4' t-310.• I•L4' 14'4• 2' 1.111' 1-1M' i-1l!' I-III' 1.1H' 1-IIP 2• tJ/8' 1J/8' wMs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arwtlon Ql.T5'Mh.O.C./SnMerdrO94d a9ffq.1T SeoIN 3lo_ 450 b0. ego IN 1844104 z7o IN 2801N 354 un 740 roe 3741N 684 lb 9461b0. din 1N 112 be SW be OPENING,WHEN IT IS LOWER THAN THE MULLION fim 0 1.IY Min.O.C. landed(rObeq CA 4/49D be 700 W WA WA WA WA 3W lb$ WA WA WA WA WA 68210. 885 a•. 1120 517 CAPACITY(FROM THE TABLE)OF THE SELECTED- e Q 7'MIn.O.C./(212[5.017818 .3): an 7W as 8W Ilia 1500160. tWe lea 5/01b0. 560 lbs WA 7W IN 718160. ae01N tW21b0. 6112lb. 8859te 1120 an, MULLION.IT WILL YIELD A MINIMUM ANCHOR Aro W.-.*4 Min 0.125'Ab .(Fg.1): A WA WA WA WA WA . WA WA WA WA WA WA WA- NIA 7151he CAPACITY WHICH MAY BE USED TO QUALIFY • /FCIIp .Sk 1 N0. 105 ba 175 be 445 pro 817 Im 1351W 1401M 177b0. 3701N 167160 7721b0. 413 lbs 170 be 2211N 280 b0. ADDITIONAL ANCHOR OPTIONS FROM THE ••••e 2Arwha0. 1.15'Mh.O.CI FCW(F a): Ib. 350IN WA WA WA WA 1901be WA WA WA WA WA NI be 4421N 560 no, ANCHOR CAPACITY TABLE. OTE:FOR THE OFFS CT EH Il SE THE MME AJOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. . RODUC7RBVISED f • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 3 comply[oy with the Florida • •• uilding Code i} •. •. acep➢r109No-.L ta FIGURE 1:. FIGURE 2: /Da ' TABLE NOTES: --' 1.000' r Product Control o da _ d • • - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r - _ 1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION_METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\�� OC1�'LYNN FIGURE 3: ' .3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750 � Q; HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. = No.58705 ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEC4FICATIONS.HOLLOW AND GROUT-FILLED .375' O .Q FIGURE 4: _ FIGURE 5: FIGURE 8: 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 6063-TS AND BE A MINIMUM OF.125' Q S'ATE OF • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2.75 X.376'MULLION ••,FLORIDP.•'G\\� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %Cc .,•• .- • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. rir ANAL ,�� A.LYNWrtWLL�fZ,P.E. FL PAX 58705 TABLE 4A ® E • Mullion Capacity Table Ibal'Ita �^C Opening Width(for t!eNc1dy-Sperling millions)or Opening HNght(6orhWD6z0 aalminions) SOIn 00In 70 in 40 in OO In ._ 1001n 120 In 11013 100 in O Rsolengular TraplTdang. Reclengoo, Teginang. Rectangular 7IWrdwV. Recta dar Tmp/fd•g. Rwtrpdr Tra"ani. Redenglr Treprrdang. Reclengulr 7omilmr.g. Rectangular TwpRMno. Rwlnplr haylixang. a 7 x2.76x Loednp L� Lwdng Loedrig Loading loediro Lwrig Loading loading Load Leading Loading Loafing Loading L"&g Loading Loading Loading .690 Alum. A' L F aiI- i„ ,.Tl � g '�S., LOMullion �a. � � �' . R � ag �� NbI. do didi d 3 ao� d 0 yb W 421n 170.1 eta 171.0 435 170.0 741 170.1 ae 170.1 414141 .170.0 506 I7oo 002 171.1 5141 t7o.o H1e 170.0 521 170.0 1241 170.0 521 170.1 14416 171.1 sz1 Asea 1621 171.1 sxt 1341.41 1820 171.1 sz1 J W 0 _ 48 N 170.0 708 170.0 524 170.0 650 170.0 561 170.0 092 170.0 630 170.0 11]3 170.0 081 170.0 1275 170.0 077 170.0 1417 170.0 080 141.7 1117 170.0 660 121.5 1417 170.0 160 108.3 1117 170.0 080 50.625 In 170.0 747 170.0 563 170.0 696 170.0 671 170.0 1040 170.0 604 170.0 1195 170.0 723 182.6 1286 170.0 747 146.5 1240 170.0 756 121.0 X1286 170.0 -756 101.5 1366 170.0 75e DIA 12416 170.0 756 LU 0 Q 541n 170.0 797 170.0 612 170.0 050 170.0 eel 170.0 1116 170.0 751 150.7 t130 170.0 W3 133.9 1130 170.0 837 120.0 1130 170.0 550 100.5 1170 170.0 061 a6.1 1130 170.0 861 75.3 1130 170.0 861 co Cn J so In 170.0 805 170.0 jp1 14a.5 SO 162.3 781 125.5 015 144.5 740 100.0 015 172.7 735 97.6 915 123.9 728 87.0 SI5 118.5 720 73.2 015 114.4 715 82.8 915 114A 715 61.9 915 114A 715 j 7 S31n 151.41 030 18% 7111 125.3 830 138.9 694 108.6 030 127.2 091 94.9 630 112.2 4170 84.4 4130 101.0 062 75.9 670 99.4 6W 03.3 030 94.6 649 51.2 030 94.1 649 47A $30 91.1 649 •8.17• 72.1 757 110.0 650 110.0 7V M9.8 a10 O/.S 757 705.9 824 02.5 757 BO1 611 75.4 757 40.1 006 86.0 757 01.2 600 35.0 757 79.0 303 47.2 757 741.2 591 41.3 757 76.2 591 �fif 3 nIn 101.7 636 81.8 4136 %A 40 72.7 B3B 410.1 530 83.0 096 72.2 521 56.5 8311 66.5 514 60.0 618 82.] 500 42.1 636 57.2 500 36.3 878 55.7 197 3fA 636 55.2 497 HOZ 7611• 88.5 571 10.1 IDS 72.1 511 76.6 140 61r. 71 67A 170 54.1 $71 60.0 471 18.0 571 55.5 481 13.2 s7r 51.41 ISO 38.0 571 47.0 151 30.9 -571 41.6 NI 27.0 $71 M.5 M6 Q 418 In 60.0 542 839 474 667 SIR •06 505 57.1 542 62.1 450 50.0 542 $5.7 449 44.4 512 51.0 M2 100 512 17.3 137 37.3 512 12A 429 20A 512 10.6 125 25.0 $12 10.1 127 Q p Y• �q+n• 52.1 107 X3.7 ip1 40A 107 SSA �55 37.2 107 39.6 340 32.5 107 35.3 343 28.9 '07 32.1 330 241.0 407 29.6 3]I 21.7 107 20.1 317 141.41 107 21.1 322 18.3 107 23.0 310 - O ,p n 42.6 ase 4A 31a 35.41 3% 3A 311 30.7 356 32.4 300 26.8 356 d2&@301 23.6 358 20.7 300 21.5 358 210 290 17.6ase 21.02419 15.3 350 19.2 284x 10683 1 183 30.0 233 25.1 283 23.9 251 21.5 283 22.5 247 fie 263 244 16.7 263 18.0 240 15.1 2415 18.5 237 W 111 In 27.41 287 j4 23.1 2wv 3.41 j38 19.9 297 20.6 235 17.3 287 231 15.4 267 16.5 2241 V x Q O O • n.o 12D 423 21! tea 2241 1� 205 157 229 16.2 202 a Z TABLE 4B• • 0.0 0 9• _ ANCHOR CAPACITY ADJUSTMENT FORMULA: An6hor Ca aol Table bb ANCHOR CMP.,,,,,,,,,,, • • nE 2.7k Conomte S.Sk Caw. HoOoN CA1U'- Filled GlU PTWood MeW (D DP_) >=ANCHOR CAP..„ 9 • • 5118'Eko 1/4•SSElco 5018•Elco 111'SSEko 010Steel 012Steel xU Steel Yto.Eko txeacon IN'Eko Ulhecon UUecn Y16•Eo Ultmon tl4'Eko UOraon A9gaiGeta Ulnwon Aggm0abr Screen(05)Sc"(05) Straw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR •�I�1T�1�r�lip Patlams CAPACITY REQUIRED"CORRESPONDING TO AN ••• I 2-12' 1- 2-In• 3-VW 1• 211r t' 2.12• 2• 3-tre' 2• 0.18• ba• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE .1.31C la/4' i W IJ/4' 7 1-114• t•ua• 1.171• I-174• fna• 1-t/4• 2• twe• tare• `4111414 OPENING,WHEN IT IS LOWER THAN THE MULLION 2 AwhonG43V Min.O.C./SUndeN a06aa1 CNp(Fq.tY 39014141 3900m ISOIW 8901De 16M Iba 2701W 2801ba 351 Ne 740It. 374 Its B611be 046lbs 311 In 4121M 56004041 4AnchdeQ 1.15'Min.O.G/SWwad(a OOseq CAp(fq.2x OBO Lbs 70004041 WA WA WA FUA 980 xu WA WA "WA WA WA 68240 8651 11101ea CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ArwMre 40 Y Mn.0.11/(2)2.5 Angb Cape/(Fig.3): 7801W MIbe ON Iw 15501w 10961'41 540"a 5a01ba WA 7600» 748 It. 8801a 1092lba 662 ba Ileo lea MULLION.IT WILL YIEMAY A MINIMUM ANCHOR 2Anwhon 400.15'Mn.O.C./U47Ip In1o.125'Alum.(Fig.4Y WA WA WA WA WA WA WA WA WA WA WA WA WA CAPACITY WHICH MAV BE USED 70 QUALIFY I Arcba/F4:10 ff10.5] 195 na 195 au nS lba eas Ilan en be 135 me 14014041 177-W 3701be 197 ke 332lbs 473 04041 170165 221!1.� ANCHOR CAPA ITY ITIONAL TABLES FROM THE 2Awhon®1.15•MIn.O.CJfLa .0: 2101w 95014141 WA WA WA WA t001W WA WA WA WA WA M10q 142RODT1Cl'74BV1SBD 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 24. ComF17�6 wM the Florida �+ kcccptw"NO on M FIGURE 1: FIGURE 2: TABLE NOTES: 1.000' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. rAllow ado Product C0nIn01 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I \`1tL1111177/77 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. I �� O1 .,.. , FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' P��? �1GFNSF HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Fie FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.513705 _ ANGLE CLIP MUST BE USED N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED J• ;� I ZR��S, :. FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" p S ATE O- �[/ -THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18GAUGE)-STRUCTURAL STEEL TO BE AT ••-;c<ORLO'.•'• �� • f��fi� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL.SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t'X 2.76'X.650•MULLION- ';ass P THE MATERIAL 870&812 ANCHORS INTO WOOD MAY BE STEEL,18.13 S.S.OR 410 S.S. /',&/""' /7r"NA1L E A.LYNN MILLER,P.E. FL P.E.B 58705 r TABLE M Mullion Capaolty Table IbeAta v Opening Width(for vorlicalVspenring mullions)or Opening Height(for horlaxtalVapanni Mrd/lions) ^ 50 in In 701n sow 001n 100117 1201. 1401n 160in Rsolenpllr heplTeup. Reclmigdar 7taWrIan9. ReMmgdr ftoldanp. Rectrgdu Tka"alg. RxtwW TrgiTdmg. Reciripier TreplTOeng. Rectangular TI44ilxarg• Redangulr TmVffl n. Rectrlpder Trep/1dnp. s 1"x3.126"x Lowing Ladng Loadng Ladng Ladn9 Wadng L.adng 1.044 L-Ing Ladry Ladng Losdug l.oedng Loadlg Ladng Ladng Lowing Loaning �Y v 600"Alum r a _ c _a _ F _ a _ _ 'uy„ 048 X13 �a �.. .�Y• $ �y g 8 � '� � a �S Tube Mull aB c3 0 o � 604 i R � Q Ro � g fill, c3 �� 11 Y: 00 u u u u u 8 b to 11!i u u u b 5y u 448 y � W 8 s i i i $ s S s' 8 $ 3 i� s dX i s S dp Z m�.. 421. 170.0 ego 1711 455 170.0 174 nao 417 170.0 ebe nao soe 170.0 992 170.0 610 170.1 me 170.0 szt 171.0 1210 nao s2+ 170.0 uee 170.0 ut 1ro.o 1735 170.0 321 ts4A 1602 1170.01 set W 40 In 170.0 701 1710 524 170.0 650 170.0 504 170.0 092 17x0 630 170.0 1+33 1710 601 170.0 1276 170.0 en 170.0 1417 170.0 660 151.7 15T7 170.0 600 135.1 1577 170.0 Wo. 118.2 1571 170.0 Geo _ 50.625117 170.0 747 170.0 553 170.0 6911 170.0 631 170.0 1048 170.0 634 170.0 1105 170.0 723 170.0 1315 170.0 747 170.0 1491 170.0 766 141.7 1495 170.0 758 121.5 1495 170.0 758 106.3 1495 170.0 756 ILL] 0 541. 170.0 797 170.0 612 170.0 950 +70.0 691 170.0 1118 170.0 754 +70.0 1275 170.0 107 180.1 1401 170.0 837 149.5 1401 170.0 858 124.8 110t 170.0 Wt 108.0 1401 170.0 881 93A 1401 170.0 661 m M ~ t0 J 801. 170.0 866 170.0 701 170.0 1003 170.0 797 136.5 1150 170.0 870 130.7 1150 187.0 928 12].3 1156 166.5 017 111.0 +168 118.7 010 92.5 1158 1M.5 001 17.3 1168 144.5 9W 89.4 1158 1p.S 003 J Win 170.0 030 170.0 745 150.8 1040 170.0 650 01.0 1049 155.5 680 119.8 1049 141.7 840 100.5 1049 132.0 an 95.9 +049 125.6 826 79.9 1049 119.7 820 68.5 1019 1111.0 619 59.0 1049 115.9 Ole 7) Win 106.8 055 170.0 789 139.0 053 151.3 801 119.1 955 133.7 708 1042 Otis 121.4 775 82.11 055 112.8 765 63.1 0640 108.4 7S7 89.5 055 99.8 7!9 59.8 855 98.7 748 52.1 055 08.7 718 z W 3 72 In 128.5 OW 134.8 697 107.0 8W 114.9 692 01.3 OW 101.1t4l...'l OW 91.2 859 71.4 003 83.0 649 04.2 003 78.8 842 53.5 OW 722 632 45.9 eat 89.8 828 40.1 OW 69.7' 027 _ 1 -I Z 3 70N 100.2 721 114.1 620 01.0 721' 07.0 Ole 70.0 721 BS.1 721 78.5 595 00.7 W32 86 546 Ttt 8SA 579 45.5 721 59.4 We 30.0 721 58.6 584 34.1 721 50.1 563 J dddd ddd S Q 78 In 101.0 681 tOSA 599 84.2 881 36A Se7 72.2 884 78.1 681 70A SB7 68.1 58 50.40 661 59A 551 12.1 004 31.1 511 58.1 881 51.3 538 31.8 684 50.8 SN QN90117 85.e Sy �7� 54.6 514 57.] 118 47.0 514 60.0 514 44.0 433 38.5 27 320 514 37.3 421 21A 514 33.0 412 23.5 514 30.4 400 20.0 514 20.0I.., � Z0 54.2 452 55.7 AI 45.2 4!R 47.0 390 30.7 452 40.9 452 3e.4 384 30.1 78 27.1 452 30.3 373 22A 452 25.8 385 19A 452 24.2 350 We 452 22.6 355 � �IW In 30.11.357 30.9 ♦172 31.7 •357 W 317 27.2 357 26.! 357 25.2 3W 21.1 303 10.0 357 20.8 299 15.0 357 18.0 293 13.0 357 t0.2 287 11.9 357 .15.0 253W JS.f 29.2 301 25.0 333 28.1 330 23.1 792 19A 288 17.5 338 19.0 264 14.6 536 18.5 278 12.5 330 14e 2TJ 11.0 ]38 13.0 289 M (n NVW%1201. 21.7 289 282 2W 23.1 289 27-7 179 19.0 289 2o.s 2se 17.] 780 10.1 252 15.4 249 13.0 289 11.0 240 11A 760 12.0 240 0.9 269 11.4 236 0.7 280 10.4 232 Q X Q O O �A�E E� • _ e•T ANCHOR CAPACITY ADJUSTMENT FORMULA: Z�O msNO AnchorCe eel Table(lbs) ANCHORCAP.,,••,,,.", - t � � ••••• Su 2.711 Cr rde, 35kCCnc. - Room CMU FRedCMU PT WOW Metal (OP,)X( ):ANCHOR CAP..,, • NIY Elco 1-'SS /d'S6 EIcN7C Elco V!•SS FJco a7D Sled 012 SIMM 012 SIMM MULLION CAP.,,,,,,,,, ;A*rCilpPatt6hle Anc�.rxu� WElcoU9racon vYFXOUaracon &16'EIcOUeIRmHV4oUwmcon i 4f'e iylunman Aggre3alr uwr4coll AgpmOda 9ctaw(GS)Scree(G5) scl8a(G5) USE THIS FORMULA TO OBTAIN THEANCHOR • • -• Ease asl a n) 2-ur t• 2-vr 3110• V 2-ur 2-vr 2' 3-tnr 2• o.46• o.ST 6.324• CAPACITY REQUIRED"CORRESPONDING TO AN •••• •e. • Emadn ta'1' tall• "I• 2• t-v1• 1414• t-vv 1-11• I-v4• r 138• tale• rales ACTUAL PRESSURE REQUIREMENT FOR THE aArKa 47r Ain O.C- anaald r O/sel 103 3901bs 450 at BW as 1644 as 270 at 2roas 740104 374 as 664 as- a6 as 341 as 44210.2OPENING,WHEN IT IS LOWER THAN THE MULLION MAncnrs Q 1.10•Mh O.C.I Strom(r Olbet g49) 4%IDS 70D we FI/A IVA NM IUA 300 as IVA IUA IUA IgA M2 at 685U 1120as CAPACITY(FROM THE TABLE)OF THE SELECTED Lon03•M1..O.C.I R)240Angle COPS 11949.3) 78e1U4 78D lbs r80an 15M as legs rot stow• bman7601bs 748 as Bm an 1680 as 6921a 885 as neow MULLION.IT WILL YIELD A MINIMUM ANCHOR 128 All1II/A IVA •IIIA IVA -NIA 'HW IUA IVA IIIA IVA IVA IIIA IUA- 10731. CAPACITY WHICH MAY BE USED TO QUALIFY 1 as 1914417 2zsnsusaea22ae135 as 140 as $701be 1e7at .23x1.2 043 as 170 as 221 as 280 an ADDITIONAL ANCHOR OPTIONS FROM THE 2AM 1 AIn O.C1F at 6lbs NIA IVA IIIA IVA 190 RS IVA NU INA IW WA 341 as 442108 51.as ANCHOR CAPACITY TABLE RODUC!TRHV338D NOTE:FOR THE OFFSET`LIP,WBE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. w17Nh the Fig de • •• * .I-1.00(r•1 8 a@ No - C I FIGURE 1: FIGURE 2: TABLE NOTES:- i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ami a Produa Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 7 FIGURE 3: ) EA3.125• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. = No.58705 IM •k ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ Q. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED A.•;�VT FIGURE4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608&T5 AND BE A MINIMUM OF.125' 1•X 3.125-X.5'MULLION0 TATf •If/�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (I-VF MULLION) �i��•'•.FCORIOP.•'•��: LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��51 •••••" r\ • THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. • A.LYtJNr Mi1ILL��,P.E. _ FL P.E. 58705 TABLE 6A Mullion Ca ac Table Ibe/tlr Opening Width(for teAcetly-sparvi g rmliono)or Opening Height(for hodmnte"gralf ng MUdon9) 50 b1 BO In 701n BO In 9010 103 6 O 10 120In 1401n 180 ReoleW Trepr ll rit; Reclerpaiu Treprrdanp. RectanoWer TrapfMNV neclanp/ar Trap77Mno. Reetapnier Trp781an9. Reclanpuiar Treplydanp. ReetnpuW Trs".m. fteetsitIll -TrapfrMn9. P-knyulsr Tiep/Manp. 4 1 x 4 x.126 Laadbp Losdnp Loadnp Loadnp Loa6n0 Loednp Leadnp Lw4n9 L"all; Loadnp Loadnp Loadng L.oedlnp Loadnp Leadnp Loe•rp Loleft Leadingil tl �Y Alum Tube , e Mullion 91 9 90. 9 g 9 1� �� &g g w � � � o o 1!, 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 660 170.0 503 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 145.0 1469 170.0 521 127.6 1489 170.0 521 J w 4810 170.0 708 170.0 524 170.0 660 170.0 661 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 160.3 1303 170.0 600 130.3 1301 170.0 680 111.7 1303 170.0 600 97.7 1303 170.0 660 x 60.62510 170.0 747 170.0 563 170.0 696 170.0 031 170.0 1048 170.0 6M 170.0 1195 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1236 170.0 756 100.4 1235 170.0 768 07.6 1235 170.0 756 W O 0 041n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 118e 170.0 837 123.5 1158 170.0 868 102.9 1156 170.0 861 06.2 1100 170.0 861 77.2 1155 170.0 661 - co M [137.1 170.0 885 170.0 701 168.7 1042 170.0 797 142.9 1042 161.1 032 125.1 1042 146.7 115 111.2 1042 130.0 tot 100.0 1042 130.2 791 63.4 1042 120.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 J 170.0 931r 170. '1146 1111.2 992 113.6 810 129.6 992 144.4 7110 113A 892 131.0 782 100.8 992 121A 768 90.1 02 111.8 768 75.6 092 108A 745 041 992 109.0 711 66.7 992 106.0 744 7 � 165.4 047 36 t;W IVA r7 1r. 786 118.1 047 130.3 785 103.4 0.7 117.7 752 91.9 047 108.7 730 62.7 047 102.2 727 66.9 047 9S.1 713 69.1 047 04.0 711 0.1.7 947 w.0. 711 , z e 135.9 149 112,7 7,'� 113.2 21.6 7t 97.8 8M 108.9 706 61.9 049 08A 696 75.5 049 ee.7 606 03.9 049 827 675 56.8 619 75.3 6S9 18.5 819 72.5 6S2 42A 049 72.1 851 at15.5 781• A. � 90.3 762 102A 652 a2.5 782 90.0 810 72.2 762 00.9 82964.2 782 24.2 820 57.8 702 69.2 611 4&1 7Cl 82.8 602 11.3 762 59.9 597 38.1 762 59.4 595 •.1f100.9 721 111.4 634 09.0 W4 .6 &621 76.3 724 82.9 009 68.8 724 74.4 699 59A 724 08.1 591 53.4 724 63.4 60.1 44.5 721 57.3 573 38.2 724 51.3 503 33.1 721 63.5 50369.6 517 .1 403 68.0 471 49.7 543 62.9 466 13.6 543 47.7 450 38.8 543 42.6 432 34.1 613 39.6 110 29.0 543 34.0 416 21.8 613 321 130 21.7 613 30.7 428 Q z 57.3 4704 •121 47.9 47! 9. 41419 40.9 470 43.2 412 35.0 474 39.5 406 31.8 478 34.8 400 28.7 470 32.0 396 23.9 476 28.1 386 20.5 476 25.6 360 17.9 478 242 376 NRp40.3 371 41.1 •141 33.5 ; •175 20.8 377 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 777 22.0 317 16.8 17) 79.0 310 f1A 377 17.1 101W 37.1 337 37.8 30.9 357 3.0 310 20.5 357_ 27.6 313 23.2 357 24.4 308 20A 357 22.0 305 10.5 357 261 301 1S.429.3 30• 16 0i 24.0 886 25.1 •274 21.0 306 21.7 278 18.3 306 19.2 203 16.7 306 11.3 263O17.0 211 '17.2 1 d..� Zm co TABLE 6B c • '1'1'1'1•• _ • ANCHOR CAPACITY ADJUSTMENT FORMULA: � •••••• •• • 000000 Anchor Ca acl Tabk Ibs ANCHOR CAP.,,,,,,,, §"+ � • • • 811681010: 2.7k Cow** 35k Cone. 11MowCMU Filled CMU PT Wood Mela1 (OP-)X( )=ANCHOR CAP.,,, • W • 5118'Eko 114.88 Eko 5110•Eko 114'SS Eko Co$led 01281eet N1261atl MULLION • Yp Petteme Aridia•ry 3n1�Eko 1111.000 1141 Eko U11m. 3n1C Elco Ul9ewn 1M'Eko 1114recarl ••;tw� UlI=. ANIOet" U9rawn AO MWW 80 (O5)SCW(G5) e"e"(G6) USE CITY REQUIRED' COR AIN THE'ANCHOR •••• EOpe 0lelono- ,1 1 244 1` 2-12' 3-U8' 1' 2-12' 1' 2.12• Y 11IV Y 0.10' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednnt pn): f-314' 1311' t-311' 1311' 2' 1-t H' 1.1/4' NNA 1-U4' 1-1/4' 1-11P 2' 10.18' 1310' sides ACTUAL PRESSURE REQUIREMENT FOR THE 2Amh-Q4.76'Min.O.C.I Slandard"Offset COP(FV.162): 390168 39D IN 450158 890 be 1044160. 710 Me 2801bs 740115 3716. 604108 9466s 3411bs 442103 580160. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arwhas Q2.2SMIn.O.C.l Standard(0r09se0Crip(Hg.3): 700". Top IM 5406. 14.0103 952100 WA 560103630 be WA 000lbs WA 6621M 88516, 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED 8AmhmQ1.15'Min.O.C.1 Standard("Orraal)C5p(Fp.Ik 960113 M031ba WA WA WA WA 7601011 WA WA WA WA 13031ba 177003 22401bo MULLION.IT WILL YIELD A MINIMUM ANCHOR4Anclnn03-Min.O.C.1(2)2%S An91e COPS 1011.57 780IN 760IN 88068 1ssotba lepalb, uoIN, Not% 70068 748IN .880IM 1992100. 682103 055th 11206.. CAPACITY WHICH MAY BE 11SED TO QUALIFY 6AW-Q3'Min O.C.1(2)20.5 Ae91.Caps I(Fp.Op 1170104 117011. 1020115 2340lbs 2#44110. 61060 w0lbe114011. 11221be 1320611 293a IM 102265 13ZT 611 1680100. ADDITIONAL ANCHOR OPTIONS FROM THE 4grcran Q0.15'MM.O.C./U47p,kb.l2Y Alum.(Fp.7k WA WA WA WA WA WA WA WA WA WA WA - WA WA 14301M ANCHOR CAPACITY TABLE. PRODUCTI48VIBBD 2 Men-Q 228 Mln.O.CJ F12p(Fp.BX 3506s 35065 200 IN 708165 47865 WA 2806. 718611 WA IWA WA W2 Ibs awns 5606. vm114IyInp with du Florida 4ArwMraQ 1.15•MIe.O.Cl F-alp(Fq.97 48060. 70D 6c WA WA WA WA 3801M WA WA WA WA WA 6021Ds Oeilb. 11201M � 1.000, � Aaept•rq NO (J NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �• BY TABLE NOTES: Aien{ ePrrkluctConlrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE "o,I I I I I I I II • • • • • • • • U U 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 21-23.HOLES 4'000• No.56705 e TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _-Q: q� t • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � 'TATE - -• •_ • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBEMINIMUM ORE-TREATED YELLOW .126' T a . .•' \� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125'THICI(.STEEL -L STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK rsS�ONAI1�. ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. ANO A38.ALL ANCHORS INTO METAL SHALL IXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X 4•X.125' A.LYNN MIU!t P.E. #12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A ® + Mullion Capacity Table IbsMe) Opening Width((oroertcelyspaMngmutions)orOpeningHelgInt(for ladiprlalyaperWngmuBons) 501. BO in 701n 80 in 001n 1 In 120In 1401. 1801. y Ractan0uly T1epRdarW Rectanprl dar T,07dap. ft"t"awar TmpTMerrp. R.WrQuly TrWTdeng. Reotn9uim Trap/Taang. Reolangul Tle ng Rect.%Wv T." q� Rutsnply Trsp/TdOns. I x4 x.776 Retlenp6er hapRdn9. T�cc d Loa6n9 .0.6 10 .9 LaA onp L1,An0 S! aln L1, 9 Loa•np Lea•n9 LaMg LOW1.9 Lea•np Loaeng L1,•n1 La•n/ laMnp LoeAn/ l6adlrlp LoaA.p Loe•rq Pyr Alum.Tube b �„r, _ 1146 s_ _ 74.0E apg_ 'gr r _ yi6• yZ6_ _ gr � �� ' N � Mullbn � � 0 �` � �� O O� 6` � 8g' d ffi' 0 Off' � �$ D 0` O �� 6 O` � � � � • �g 0 �. o ab 17.00 ego 170.0 As 170.0711 170.0478 17.00 ase 170.0 500 170.0 992 170.0 51e 170.0 1110 710.0 521 170.0 oto 17.00 621 170.0 1405170.0 521 trao 1735 170.0 121 !70.0 1903 170.0 521 _j481. 170.0 705 170.0 524 170.0 eeo 170.0 584 IMO 902 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 14p 170.0 880 170.0 17W 170.0 680 170.0 1963 170.0 080 151.0 2024 170.0 Mj 60.625 In 170.0 1 747 170.0 663 170.0 696 170.0 631 170.0 1046 170.0 654 170.0 1196 170.0 m 170.0 1315 170.0 717 170.o 1194 170.1 756 170.0 1703 170.0 750 155.0 lots 170.0 755 1301 1919 170.0 758 2 54 I0 170.0 797 170.0 012 170.0 950 170.0 091 170.0 Me 170.0 754 170.0 1171 7.0 803 170.0 HU t70.0 837 170.0 1594 170.0 656 159.9 1799 170.0 eel 137.1 1709 170.0 eat 120.0 1709 170.0 eel m o M 60 in 170.0 865 170.0 701 170.0 1053 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 990 155.5 1619 170.0 103] 129.6 1619 1".0 1063 111.0 1619 170.0 1061 01.2 1819 170.0 1053 J J 0310 170.0 930 170.0 745 170.0 1115 170.0 650 170.0 1302 170.0 940 170.0 Use 170.0 1016 156.7 1612 170.0 1070 141.0 1542 170.0 1122 117.5 1542 160.5 1158 100.7 1542 MA 1157 Sal 1112 187.9 1157 `L � 681. 170.0 974 170.6 760 170.0 1103 170.0 003 170.0 1354 170.0 1002 160.6 1472 170.0 ION 142.8 1472 188.8 1148 126.8 1472 150.5 1130 101.1 1472 147.8 1100 91.8 1472 146.0 1101 80.3 U72 116.0 1104 Z uJ 721n 170.0 1053 170.0 879 170.0 1275 170.0 1000 150.8 1320 166.2 1101 132.0 1320 149.9 1092 117.3 1320 137.8 1066 105.6 1320 128.6 1040 65.0 1320 117.0 1024 75A 1320 Me 1013 66.0 1320 112.6 1012 UW 761. 170.0 1122 170.0 937 149.6 tla4 159.1 1013 128.2 1104 130.9 991 112.2 Ifel 125.7 976 99.7 1164 115.3 064 00.8 1184 107.5 052 74.8 1181 07.8 935 64.1 1184 93.1 927 551 1184 92.3 025 J Cn Z 761. 166.1 1121 170.0 957 IWA 1124 147.0 966 flea 1124 1255 947 103.8 1124 115.8 931 92.3r74 105.6 016 83.0 1124 93.5 906 692 1121 09.0 800 69.3 1124 84.3 881 51.9 1124 63.2 875 H -'I .'•- r 901. 1051 644 111.5 450 90.1 044 94.3 735 77.2 a1, 82.1 724 67.6 844 73.3 712 00.1 60.5 702 54.0 514 6fA 601 45.0 844 54.2 678 36.6 811 50.0 686 33.6 647 47.7 662 4 Q Q O • 03.1 742 742 77.2 052 516 742 67.2 641 65.7 742 59.6 631 49.6 54.7 622 1,.5 742 19.9 614 37.1 742 43.6 We 31.8 742 39.8 590 27.6 742 37.5 564 v) U) e- •Ld 1n 62.6 666 03.9 630 52.1 6 63.8 521 14.7 686 48.5 513 39.1 566 41A 605 31.0. 37.3 IOD 31.3 566 34.2 492 20.1 See29.6 451 22.3 586 20A 472 .19.6 506 24.7 In 570. 541' S� 46.0 555 495 41.2 555 42.0 497 30.0 555 311.0 480 32.0 7{.2 173 260. 656 31.3 167 24.0 555 27.1 457 20.6 555 24.3 445 10.0 655 r2A 442 V `y Y • le 450. 476 slat %M 38.0 al1t 426 32.6 475 33.7 420 28.5 475 29.8 414 26.3 176 26.6 109 220. 475 21.6 104 19.0 115 21.1 396 1013 475 18.7 307 11.3 476 77.2 381 C~.r) Q j We, 20A 330 08.7 306 22.0 4121 301 10.0 3]0 19.3 201 18.6 530 17.0 29] d,-x Z � >� SABLE 7B • •••• ANCHOR CAPACITY ADJUSTMENT FORMULA: � � • Anchor Capacity Table b9 ANCHOR0 00800 8u 2.7k 0owrets 3.5k Conn. Hollow CMU Filed CMU PT Wood WWI (DP_)X( >=ANCHORCAP.,„ MULLION CAP., ,,,,,. 4,41:04111 • 7/18'Eke 147'SS Eko S/te'Elco 147'BS Eke 610 81011 612 8 e 912 Skd AmR1AW, !�'Eko UMecon 1141 Eko UVaeen JIIEI**Ulleoan 1/1'Eko UOrocnAnehorCBpPett4l11!• • • UlOeean AggreOlarunrecn AppreOetor1070.(176)8«ew(os) eaaw(OS) USE THIS FORMULA TO OBTAIN THEANCHOR••••• •• • Edps Otslano♦A): •r 2-1/r t• 2-lir 3-1/8' 2-1/Y 1• 2.17r ;W.A r4440 .0' 2• 0.46• 0.61• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN • Em1,•neM 7 1.314• 1.047• .0ve 7JN' r 1-147• 1-147• 14/41ol• 2• fare• 10./4 larks ACTUAL PRESSURE REQUIREMENT FOR THE A Q 1.75'MIn.0.417 aMet alp( IM 390 Me 450101 89011, 104411, 280 W0. 354 Ms 740Its1. 94910 3416. 44211, 5801.0 OPENING,WHEN IT IS LOWER THAN THE MULLION 224MN.0. /847 «ome0ce q 7 lee Tao lot SROM u10 m. 9126. 560 Ms wA 83011, 0.0WA 662 w0. 88511. 1/20 Ma CAPACITY(FROM THE TABLE)OF THE SELECTED 9Anchov Q 1.14 Mtn. / «06:q Clp(Fq-17 111 140011, WA WA WA700103 WA NIA WA .130311, 1770103 2240 W0. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ASftmQYMInO.C./(2)2QAr ol.Cepa/(lb.67 7 lea 78015. 68011, 156011, 1898lb. 5M lb. WA 760 M. be 189211, 682 6. 69511, 1120 e. CAPACITY WHICH MAY BE USED TO QUALIFY horsQWNn.O.C./(2)b5ArWMCeps•("I: 11111,. IVOIM 1020 lbs 2310IN 284/lbsSo The WA 114011, 6.0 283811, tombs 1327 Mo 1000 Ms ADDITIONAL ANCHOR OPTIONS FROM THE 1 A OAS•Mn.O. ,I«o.125'.610 Fq.T. WA WA WA NIA WA WA WA WA WA WA NIA IAD Ms ANCHOR CAPACITY TABLE. RODMRBVMM 2 AMMM .O.CJ FCllp(Fla Br 303 IM 350 M. 200 I1, 705 Ma 470 bs WA 28011, WA 315 Ms1, WA 1,1 b e 442 Ma 500 Ma U6dI 8 � 4 Anc Q1.I5 Mm.O.Cl F4'21p IFq.9): 48011, 700 Me - WA WA WA WA 38011, WA WA - WA 0621b. 685 a. 112011, mvtones NO •f1A NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.082' 1.00(r r-- Vim TABLE NOTES: dia=l .de Produc4 4070101 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE 1: FIGURE 2 FIGURE 3: -FIGURE 4: FIGURE 8: FIGURE 9 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS^ o l l • • • • • • • • • • • 'tir 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � o�. •,,...•,A9��err Q��•'.'_ICENSF•.CSQ • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.000' No.58705 ' SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - -_ FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • • • GROUT-FILLEDPRESSURE-TREATED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM ALUMINUM WOOD SHALL BE 'O r / • • • • PRESSURE-TRFATm YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �� '•.'c<OR(OP.•''G\�� 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 375' .375' THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICKAND A36.ALL ANCHORS 'T rr7 ONAl- ANGLE CLIP(FIGURES 568)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1TXMULLION 1 1•MULLION A.LYNIrI IrArLLtR,P.E. i ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 8A ° t. Mullion Capacity Table Ibs/R2 Opening Width(for vor6caly-sp°Mng muilons)or Opening Height(for hod*rta"paMnp mullons) 9S 501. 001. 70117 601. 9060 1061n In In 1401. 1801n 1.26'% RecfelglOer Trep/Menp. Raden0lu TI4pl7tlenp. Rede1ilisif . Tpplydenp. Recta eow Itop17 ang Wdaniplar Tr-p7Aen9. Racfa11wler Tnpli%an9. Reekllpular nwTon9. Ractanpdar Tt4".1t)• Rodww TmprRlanp. a u Loadlp Loadnp Loa" Loadn9 Loadn9 Loodn9 Loadly Leadn9 Loednp Loedn4 Load119 Ladn9 Lwdtq Loadn9 Laadn9 Loadnp Loadnp Loadry 6.185"% � .285"Alum P„g 8 � � �� 3 �� E 8 � 8 � �• Tube Mull �. I^ g � 04 � � �� a s a s a a a a as a e� a s a e aE m a � � a 2 4'W 421, 170.0 820 170.0 436 1170.0 744 170.0 478 170.0 800 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 1 170.0 1 521 170.0 1735 170.01 521 151.0 1760 110.0 521 LLI J 481n [17 706 170.0 524 170.0 650 170.0 564 170.0 982 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 660 154.6 1548 170.0 660 132.7 1548 170.0 880 110.1 1548 170.0 860 j = 50.8261. 747 170.0 563 170.0 898 170.0 031 170.0 1018 170.0 084 170.0 1195 170.0 723 170.0 1315 170.0 747 167.0 1468 170.0 756 139.2 1166 170.0 768 itA3 1488 170.0 las 104.4 1166 170.0 756 LLJ L N '7 O 641. 760 1700 812 170.0 950 170.0 691 170.0 1118 170.0 734 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0[759 122.3 1378 170.0 801 104.6 1316 170.0 651 91.7 1376 170.0 861f-- • 80117 0� 1 170.0 ,063 VW 797 158.8 1160 170.0 878 138.0 1158 187.1 830 123.6 1156 1546 919 111.2 1156 150.0 92.7 1158 t44.8 905 79A 1168 144.8 906. 69.5 1156 114.6 905 f.. LU J • •A■ 930 170.0 745 1641 41051 170.0 850 137.2 1051 156.9 662 120.1 1051 142.0 848 108.7 1051 132.3 037 98.1 1031 125,7 841 1051 119.6 622 646 1051 118.1 021 60.0 1051 119.1 021 • 661. . 95j 1" 7/0 1391 957 151.6 805 1141 957 1]4.0 790' 104.4 OSI 121.8 777 928 957 111.8 767 03.8 957 108.0 68.6 857 100.0 750 59.7 951 98A 718 62.2 867 06.0 748 Z J g m •1'2 A 120.7 801 1352 a 107.3 116.2 684 91.9 801 IOU 671 OOA 804 91.4 660 71.5 804 04.1 650 64.4 OU 728 53.6 804 72.3 633 46.0 804 60.0 628 40.2 004 89.6 025 # _ 2•76in 109.4 j#,q,, 3,3 30 01.2 1a A! 618 76.2 722 65.3 606 66A 722 70.7 506 00.6 ra 70.3 508 54.7 722 65.5 45.0 ra 59.5 570 39.1 722 66.7 606 342 722 56.2 604 -It •11� 101.2 600 64A 069 690 506 72.3 885 78.5 577 63.3 665 70.5 660 66.2 655 64.5 SM 546 0115 80.1 42.2 685 64.3 543 301 665 51.4 637 31.0 685 50.7 536 N Q � O 90117 65.0 7 54.9 L.+49 +7.1 515 50.1 44t 41.2 515 44.7 434 38.0 515 40.8 428 33.0 515 37.4 122 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 20.1 404 x Z N • 90 n .64.3. 404 45.3 453 47.1 397 38.6 453 41.0 601 33.9 463 36.4 385 30.2 453 33.0 379 27.2 453 30.4 '374 22.0 457 28A 360 19.1 453 24.3 300 17.0 453 22.9 356 00} o O 1 30.1 31.8 Mkip 355 26.4 313 23.6 358 262 308 21.2 358 72.7 301 19.1 368 20.8 300 15.0 ]ss14W MJITe 2 356 20.3 338 28.1 297 72.0 338 232 283 19.5 336 20.9 289 17.6 376 19.1 285 0' x 120117 21.8 204 23.2 290 20.6 256 17.4 280 18.2 263 15A 290 16A 249Ci 10.1 1`0 a a- �,O to T BB •• •• • •• ANCHOR CAPACITY ADJUSTMENT FORMULA: ir Of • Ti"�- AnchorCa el Table lbs '7 ", ••••• Suns (6 2.76 CorcnSe s.Sk caK. NtlgN a4u F•etl cUu piwood Metal (DF,,,)X(ANCHOR CAP.,,",,,,,,`_ANCHOR CAP.,,• •••• H16'Elto 1/4'SS EIC d/P Elco 1Ir SS Etc* OHI Slot! A1281cel 0125 MULLK)N CAP.,,,,,,,,, • • Anchor 108- 3flVEIc0UI1mm 1/4-EKOUBmcm Ilemcon 3'IG EIro UOlacm 11+'EKOUBmcm A9geGalor Un tm Als7n/0elor Sc-(G5)Scrm(G5) Straw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnehorClip Patbms Edge US13MO 017) 1' 2.112' 1' 2-117 3-1/8' t' 2.1/2• t^ 2-117 7 3.1fir T CAW 0.51' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN .4 EmOedltml n 1311' 13'4' 1314^ 13'4' r t-114• 1-v4' 1-v4' 1.114' 1414' 1.114' T 039• 13.8' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2AxnmQ4.7w IAIR O.C./Standard a Oftel Clip(Fig 1) 390 lbs 390 W4 4'0116 690 Its 16441M 270Ite Mite 361186 740116 374 bs 6641171 046160 341ms 1126s BSO Ifs OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhm @ 1.15'1AiRO.C./S1eIlm.1(aalsel)C11p ft 2) 490114 700 to IUA ILIA NIA IIIA 380106 11/A IUA IUA WA MA 6e21bs 895 bs 1120Ite CAPACITY(FROM THE TABLE)OF THE SELECTED 1 4Ama GYM in.O.C.I(2)26MCIOCops/(4'193) 760 be 78D Its 600 bs 156D Ito 1B961b8• 5213 1060 be t!/A 760118 748IbS 6901bs 189996 652 Itis ON Its 1120114 MULLION.IT WILL YIELD A MINIMUM ANCHOR ,IArct°nQ0.45'IAYI.O.C./UCep,hlO.12lT Amm.(Fg.4) WA IUA N/A WA 111.4 N/A WA N/A IUA NIA WA tUA WA IUA N3010e CAPACITY WHICH MAYBE USED TO QUALIFY 1 1Arct°rl FCtlp(Fl96) 1951Ds 105119 ?2508 445 bs 612 Ds 135617 itl 116 177 ice 370111 1B71D6 932 bs 473116 17009 221IDS 700108 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Am" 1.15'MIrL O.GJ FCO 9.6� 240 lbs 350108 WA IUA IIIA NIA 190108 NIA tUA N/A IUA WA 341 bs 442 ba [60106 ANCHOR CAPACITY TABLE. PRODUCE RMED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B� erpL t/1oU� Dugdlbg Cbd9 t :. Fr1.250'-I Aaa�l®14>, No •DZ. FIGURE is FIGURE 2: TABLE NOTES: • • • }~ • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iemi a e Produc(Conunl ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. a 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.• ��ON•( LYNN FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188• P.��,.• �1GENSF''• SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =�- c CLIP BE USED MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r 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 TOASTM C-90.WOOD SHALL ct ` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE T �� S A • • ` 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _ 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ` 1.25'X 3.188'X.285'MULLION 't ORION.."G\� • (1-1/4'VF MULLION) ... • �l ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /S� U��1 #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.I:fNNI �LeR,P.E. • FL P.E.#58705 TABLE 9A e A g Mulllon Capa9 Table(fio&W) Opening Width(forver9oaly-sparring mullorla)or Opening Height(for hod2ontally+parnig motions) C � so In 604 704 801n 901n login 1201n 1404 160 In 1.26x7.26 Rwtuigu4r TnpTMnll. Ree4rgWr Tnp?Mro. Rediip.Mr TnprfMnp. Reo4rou4r TnprtMnO. Reelenprbr TnpRdang. Rectan9ubr Mp?deny. Ridarodx TnpITMro. Raitenpulx Tnp?Mn9 Rei4opulNr TreyTMro. o: la.dro Lwdro Lwdng Losd9g Lo Ing Lwdro Lwdnp Lwdro Lwdro Lwdro lnad++0 Inadlro Lwdng Lwdng Loading LwOiig Lw no Lwdng pY %.100 6 Alum.Tube yFI F mullion yp n ss tgpf fi ` qq C qp 8 r5 $}` li}m F 3 2 Z8 4 's i 2 2 T i 2 4 d i s Z .�-d f� 421n 170.0 610 170.0 435 170.0 111 170.0 178 170.0 o" Vol) 608 170.01 902 170.0 619 170A 1 MO 1 170.0 -621 153.31 1118 1 170.0 521 127.7 1118 170.0 521 109.5 1116 170.0 621 05.8 1118 170.0 621 49 In 170.0 706 170.0 524 170.0 850 170.0 664 167.6 070 170.0 630 146.7 978 170.0 MI 130.1 979 170.0 677 117.7 97e 110.0 880 97.6 970 1700 680 8.1.8 010 170.0 880 733 978 170.0 680 J W_ 509231. 170.0 747 170.0 503 110.0 896 110.0 631 1507 027 170.0 661 131.0 927 166.5 708 117.2 927 159.1 aro 10.5.5 021 158.3 695 67.8 927 158.3 095 75.1 927 158.3 896 65.9 027 158.9 �5 Q'@ fA 541. 170.0 797 170.0 612 154.5 809 17" Oat 1326 869 153.9 883 116.9 889 141.6 889 INA 640 131.0 660 92.7 669 120.0 BSI 11.3 09 126.8 852 W.2 869 129.8 652 51.0 Oar 1286 652 W G 8 .0 OO in 143.2 716 153.0 834 119.4 740 132.9 620 1023 746 117.6 8040 80.5 748 107.8 .598 79.6 748 101.0 602 71.8 718 90.8 587 69.7 746 93.3 683 61.2 710 81.3 583 U.8 718 93.3 663 00 � 8 874 123.7r441 u2.o sn loal 977 ua: See 66.1 en 1400.1 ass n.3 en 91.1 51e 68.7 en 95.2 6340 e1.e en 61.0 531 ste' en no 40:9 11.2 en 79.7 4029 Sar en 797 629 60 In 107.6 111.1 630 69.7 817 979 510 799 Sir 68.3 509 67.3 617 763 500 59.6 611 726 494 63.8 817 68.1 409 11.6 6n 64.4 467 39.4 917 03.7 402 33.6 917 63.7 482 d j 124 819 67.1 450 89.1 510 74.2 440 W.2 bis 65.2 432 61.0 518 58.8 425 46A 516 54.2 419 41A 519 60.7 414 34.5 518 4se 408 299 518 45.0 405 25.9 516 45.0 400 Z y� 7a In 70.6 73.1. 400 567 485 62.8 398 60.3 165 51.9 390 11.1 165 19.1 961 39.2 485 46.3 778 35.2 166 12.2 911 29.1 186 787 397 25.2 186 Je.S 70/ 22.0 165 362 393 �� 781. 83.2 68.0 387 64.3. 441 57.7 370 48.6 441 509 972 40.8 441 45.4 368 36.2 441 41.6 360 329 441 36.7 356 27.2 441 34.9 349 23.3 441 33.1 310 204 441 32.7 345 J j 901. 42.4 43.8 295 35.4 332 37.0 249 '30.3 332 324 284 286 312 20.8 200 23.6 332 28.1 278 21.2 332 H.1 272 17.7 312 219 260 15.2 332 10.8 262 13.3 332 16.7 250 Q O � F- O Q c 9e In 35.0 291 76.6 280 79.1 287 30.7 266 26.0_ 291 20A 252 21.9 201 235 210 10A 291 11.3 214 17.6 201 .19.5 211 119 701 17.1 238 12.5 201 189 232 Z N 1064 51.6 29D 25.1 208 209 230 21.1 205 VA 270 18.3 201 184 230 te.2 IN � X..Z O t�C III 4 22.0 219 43.1 107* 18.0 218 19.4 1& 16.2 219 186 191 14.1 216 14.9 100 • .1 I 17.9 107 11.8 167 15.3 107 M `L Y It X tD N • 4r" • Q N Q,O O 0 • •• • •• • • • • •••••• •• • •••••• Q z U) 6LE ANCHOR CAPACITY ADJUSTMENT FORMULA: Ix 0°w • 01,0 AnchorCa ecHVTable Ibs 2.7k Corcnte 3.Sk Cara. HaOow CA1U FN4d CMU PT Woad Molal (DP)X �ANCHOR CAP.u,• •• 5/1e'Elco iN'S8 Elco'W18E00 111'SS Eko N10 Sleef 612 Shel 012 Sted A7c 31 6'Eloo U... 1N'Elw UIU- 3n8'El.UOeoan114'ElioUNn.wllp Patl9ma • - ulW0. A9yN . Moet. AMIG.tor 6cmi(GS)6erNv7(cl!) 5-05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Out-n) r 2-1/r 1• 2.1rr 3-116'. 1' 2.112' r 2-140' r 3.11fi• r 0.40' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Em a V 4' 1-314' I-TV tare' r 1.114' 1.1/4' 1414• 1.114' I-111• 1-v4' z' tarn' tale' v3rk. ACTUALPRESSURE REQUIREMENT FORTHE .75'MInaWltya•brd ar 06wt alp( 1): IM 390014 450IM 090IN 184409 2700. 280IN 354IN 740 IN 374155 6640. 046IN 341 e6 4421W 560168 OPENING,WHEN IT IS LOWER THAN THE MULLION Min .C.I Glanderd(ar ONO)0np(Fig.2) 48008- TooIN WA WA NIA WA 380IN WA NIA WA WA WA 882W 88519. 1120 IbN CAPACITY(FROM THE TABLE)OF THE SELECTED Q3'MNLo. .1(2)2k6Aro1a alpe•IJIM •7FA IN 7604. 8e00e 1560 roe 18951M 5400. 500IN i WA re008 748IN 80005 189215. nas lei neo lesMULLION.IT WILL YIELD A MINIMUM ANCHOR.54-M4.0 lUQip44.100-AI9 .(F91*4k •lA WA WA WA NIA WA WA WA NM WA WA WA WA WA 950IN CAPACITY WHICH MAY BE USED TO QUALIFY eon/F (Fl !L 1 Iw 1951W 2250. 4450. 822IN 135156 140IN 177 IN 3700. 187155 332 IN 2211540 28008 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Awhna 1.15' n.O.CJ F134 .Or 2 0IN 3501 N WA N!A NIA WA 1881040 WA NfA WA WA WA 341 08 4421W 5000. ANCHOR CAPACITY TABLE. REVISED • • • • • ' 6g�noplyloywhMlboNlodde 4- .D1 •�.••• • •• F 1.250' D FIGURE 1: FIGURE 2: d TABLE NOTES: ' _ • • • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ) ernl Ode Product COuirol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .. -• .' _ _ _ _. \111111) ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� \�y LYNN FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE" 3.25(' \,\CENSE Fif2 t ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' Lo BEUSEDT SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.5y870 5 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 -1�� •'v` y FIGURE 4: FIGURE 5: FIGURE B: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE Q'•, S ATE b�� • • 6063.76 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '.'n�•.,F<OR\Op,.•'Get` .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL 1.25'X 3.26'X.100' ��SLJ'/ • S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION �'/7 UNnti" . #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYf4N NII II!t}i,P.E. FL P.E.#58705 TABLE 10A ® ffBnn Mullon Capacity Table pbelltt) 8 F Opening VNdth(forverlics"palring mulore)crOpening Haight(forhodz«1BlyspanNnp Mullions) G!gI' S< 601. 601n 701. 00 in 90 i, 1001n 120 in Hein 16oin 6S"1�� 116a336 R.clvv.N, Tr.p7rl.ng. Rect.nWl.r Tnp/Thnp. R.d..oul. T•pfrAg. R.Iimpul.r Tnp7d.np. R.chnphr Tnp/rdm0. Mct.npul.r TmpRdnp. R.clangul.r Tmp17d..2. R.d.npuhr Tmpr7d.ng. R.cunpalr Tmi,7119% G W Luding Lo.din0 Lwdng tn.Av Lo.dkq L..dmp L-5.9 Loafing Lo.dulp Lm.dnp LONinp Lo4dig Lo.1k• L..dnO Lo.diep L..dng Coaling U.&II �Y Y O ..624 Alum.Tubs .• .�' % Mull on v eg a ag gg gs $ € iF € 1F § €€ ;g a ;�, s x€. F a e : g e s m u u" u v u v u u u u' u u u u sa u u9 S v ua 5 1 sic 4 $d f@ fa i� frc � ��' f& 4a I� �a 3� $& a as $@ fay fa � �a 3S $do �rc f€ E8a d`d s'@ Ed Ea 421. 110.011 620 170.0 435 170.0 744 170.0 478 1 110.0 660 110.0 506 170.0 992 170-0 619 170.0 1116 170.0 521 170.4 1240 110.0 521 170A 1488 170.0 621 170,01 1735 170.01 621 170.0 1983 176.0 621 461. 170.0 708 170.0 S24 1170.0 8S0 170.1 684 170.0 992 170.0 631 170.0 1133 110.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 660 169.7 1979 170.0 600 146.5 1979 170.0 660 W 50.625 in Ina 747 170.0 567 178.0 B96 170.0 671 170.0 INS 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 117 170.0 1 1491 170.0 766 170.0 1793 170.0 766 152.6 1877 170.0 766 133.6 1077 170.0 766 64 In 170.0 797 11'0m 170.0 966 170.0 691 170.0 1116 VIA 761 176.0 1276 170.0 80) 170.0 1434 110.0 837 170.0 IS94 170.0, 856 156.4 1759 170.0 861 134A 1769 170.0 861 117.3 1759 170.0 061 m tp� O 60 in 170.0 885 1719 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1117 170.0 944 161.1 1611 170.0 996 145.0 1511 110.0 1033 120.8 1611 170.0 1063 103.6 1611 171.0 1063 90.6 1611 170.6 166) V tp J • Too 930 10. 715 110.0 111 ty.0 6� 170.0 1302 170.0 940 166.6 1370 110.0 1015 1392 1770 170.0 1076 126.3 1370 164.0 1082 INA 1370 165.9 1072 09.5 1370 IW3 1070 78.3 1370 155.3 1070 W 661n X70.0 971 170.0 789 110.0 1169 70.0 9 155.6 1248 170.0 1002 1362 148 166.6 1017 121.1 148 147.1 1000 108.9 1248 139.0 989 90.0 1218 130-4 918 11.6 1118 129.0 975 68.1 1248 129.0 976 Z U)g �• 0 jt�• 467.6 1019 fy.0 878 139.9 10/� 150.4 B>R 119.9 1019 172.1 Bis 101.9 1619 119.1 060 93.2 1619 109.7 810 11.9 1049 102.7 638 699 1019 99.7 B2S $9.9 1619 91.2 820 62.1 1019 91.1 620 0 /6 in 112.7 941 149. 822 116.9 24 f 101.9 911 111.2 191 69.2 911 100.0 777 79.3 941 91] 766 71.4 411 85.6 757 59.5 911 17.6 7W 51.0 911 71.0 7J7 24.6 >a1 77.7 736 78 in 132.0 89J 177.6 783 110.0 691 116.9 767 31.] 841 102-4 767 62.5 091 91.9 710 73.3 694 81.1 IJO 66.0 094 71.7 721 66.0 891 70.7 701 47.1 891 67.0 701 11.3 691 66.1 696 Q R �b .9 671 6 71.6 67 74. SBS 61A 671 705.] SIS 6].1 611 58.2 566 17.7 671- 52.9 558 17.0 671 11.0 551 35.8 7071 13.1 539 30.7 611 39.7. 571 26.9 671 37.9 526 Q p 860 fO.B S90 72.8 MIN 69.0 595 0♦ asle 60.6 690 63A 509 41.3 690 47.6 5W 39.3 690 43.0 491 36.4 690 39.6 488 29.6 590 34.7 477 25.3 SM 31.1 469 22.1 690 29.8 461 1 N � • X Z O 8 9.7 466 60.8 421 41A 466 6114 36.6 466 77.1 406 31.1 466 32.9 402 27.6 466 29.7 396 24.9 166 27.1 391 20.7 466 23.6 382 VA 466 21.2 775 16.6 466 10.6 370 (n C4 p gg•O p� 1111n 16A III A.>••1(A 312 Nr 79.7 3 32.7 411 71.1 387 28.6 441 30.2 362 26A 441 279 776 12.9 441 24.9 372 19.1 441 21.S 363 16A 111 19.7 356 11.7 101 17.0 751 CAI f`9 dS d �0� •76.3 718 36.9 311 302 376 71.0 339 15.9 3TB 26.8 331 22.7 778 17.7 329 20.1- 771 21.3 726 18.1 778 19.6 321 1S.1 178 16.7 311 � � • 1441n X1.0 262 21.7---r17.- 28 1 8 15.0 262 15.7 276 V N Q O O 0000•• •• • 000••0 d"� TA 10B •.. • •• �O s 0 ANCHOR CAPACITY ADJUSTMENT FORMULA:. $� !�.a. • • • • Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,,,,, 000000 • Subs 2.7k Cm%mle 95kCak. Hoom CMU FAled CMU PT Wood Mdai (DIR..)X( )=ANCHOR CAP.,,, ••• 5110EI[0 VP SSEkOd10ERo v4'39Elco n1031ea1 #12 WWI e123tee1 MULLIDNCAP.,,.0„a, AncharCllpPattam 0 0 A.W Type &16`EkoUK-. I/I'EI[oUNnicon UnrMM 91B'E1coUemcat vi'Ekounmcon ApgrcG•or uAmcan AppmGal« screw(m)scrcwfay) Strep(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edp psl•ke n- 1^ 2-112' i' 2-vY 3176' 1^ 2-v2• 1' 2417 2' 3Iff 2' 0.48• 1 6544 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment orsy VW44 1-V1' I-W I-W 2^ /44' 1-vr I-11• i-v4' 1-1/4' 1414' 2' 1.86• I 1;f'C vake ACTUAL PRESSURE REQUIREMENT FOR THE 2 As®47G MIn.O.C.1 S1an0ad«Ofael Cep(Fig t) 396lbs 390 to 450 b9 No In 1644 ft 270 W9 280 Gas %Irm 740100 374IDs 864 be 946 Me 341 Ws 442 WB 650106 OPENING,WHEN IT IS LOWER THAN THE MULLION ncmr IAMrat ili lAW Mb O.C./Stw*anIm0I%e CIog.2) 480 lbs 700 WB, NIA WA NIA IIIA 380 as NIA WA N/A IUAWA 682 Ws 885 Wa 1121 ea CAPACITY(FROM THE TABLE)OF THE SELECTED 4AIkMls Car Mtn.O.C./(q 2t6Atgle Clips/(Fig.3) 780 Me 780 A9s 690 In 15M W06 lbs 540 lbs 5W Its WA 760lb6 748 be 880" 1692 it, 682" 685 W6 1121 We MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhm®0.61'Mb.O.C.I UCAp.Into.100'Num.(Fb.4) N/A WA IUA IUA IIA IIIA IUA IUA tUA NIA IUA IUA II/A IUA Notts CAPACITY WHICH MAY BE USED TO QUALIFY - IArcmr/FCA g5), 195 11m- 195106 225 Ws 445 en 6226, 135 bs 140 Its 1T7 Its 970108 187 lbs 332 ft_ 473 11)8 170 bs 2219s2501bs ADDITIONAL ANCHOR OPTIONS FROM THE RODUCT REVISED, 2 Awron Q 1.16-Min O.CJ FCB 240 W9 350 A9) IUA IUA IIIA IUA 10011a N/A IUA NIA IUA 111A 3411ba 4421tn 560 ms ANCHOR CAPACITY TABLE. u�lyl�4+y'ewllh the Plod m'P9mloeNo . FIGURE I: FIGURE2: TABLE NOTES: 1.250' • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • iartJ�Producl Cnntro ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111111II 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `'% oNv LYNN.. FIGURE 3: ��.•'•�1GENSF•'•�F�Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.250' P.• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _�- 3c BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 240.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =-O a FIGURE 4: FIGURE 5: FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 824. ;)3•. I �--`I S W BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE �- Q STATE OF :'4U • LEI 6063-T5AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��'•..F<ORIOP.•�� - - - - - .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL %S """ • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3.26•X.624' ",'9/ONAII-�.`-� 610 b 812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN IMIIILL�,P.E. • FL P.E.p 58705 TABLE 11A • Mullion Cep achy Table(Ibefle) tg tlq opening Wd81(brvedicely-6pmining mdAons)orOpenlnp HslBht(brhodzoAe"panni g m1Aions) yyy��f'd SO in 60 in 701. 10 N 90 in 1001. 121 to 14011 160 in y 1 p R,cunluhr Tr,pTrkng. R,clanow Tnplyd,nq R,d,nqulr TnpTd,nq. R,clupubr L,p7d•p. R,.:nqubr Tnp/rd,ng. RecUn U., TnpTd4n0• Rld"21lr T•pTd,nq. R,cunOul,r TnprTrf R,M lisr Trmgrrl,n9. 6 1.26 x 304 4 Le,dinp Lwe6p Le.dup Le,cnq Le.elr0 L0,6nq L.w111 Lo.ainq Le.e:r1 Lo.aing Lewi.g Lesd9•- L„ding Lo.a.e Lowing Loss.I WdIng Lew11g x'24 rL Alum.Tubs .$ .� E �,. .g .S % .' .- .3.- .D b� .$ ."r. _. & � $ $� §•,. 9 A Sig Mu15on a ?a ? ��. .2. �� ? ag ? €E € ? I 4 H t ?� $ ?e ? 1 ? ae a ?�. �� ? ?>r ?� ? ?a a iae u u u u' u u u u u9 u ug u ue u is u u u u u ui b m 1I-- 421. 170.01 620 170.01 435 110.0 744 110.0 119 110.01 661 178.0 606 170.0 992 170.0 519 170.0 1116 110.0 521 1170.0 1240 170.0 621 1700 1106 170.01 521170.0 1735 170.0 $21 170.0 1983 170.0 521 J Ill J W 411. 170.1 700 110.0 524 1170.0 059 170.0 561 170.0 992 170.1 670 171.0 1137 170.0 661 170.0 1275 170.0677 170.0 1417 170.0 618 170.0 1700 170.0 690 170.0 1913 170.1 661 170.1 2261 170.0 660 _ 60.62611 110.0 747 170.0 %3 1 17D.0 as 170.0 631 170.0 1016 170.0 684 170.0 1195 1 170.0 783 170.0 1365 170.0 147 170.0 1191 170.0, 766 170.0 1783 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 166 641n 170.0 797 170.0 612 170.0 %6 170.0 691 170.0 1116 170.0 754 110.0 1275 170.0 003 170.0 1134 170.0 en 170.0 ISM 170.0 /SS 170A 1913 170.0 161 1100 2231 110.0 061 160.2 2403 170.0 661 W p O Goin 170.0 065 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 070 170.0 1117 170.0 944 170.0 1594 110.0 9% 170.0 1771 170.0, 1033 170.0 2125 170.0 1063 111.3 2153 170.0 1067 129.8 2163 170.0 1063 I=-' t J 631n 170.0 930 170.0 715 170.0 1116 170.1) 660 170.0 1302 170.0 940 1700 1481 170.0 1015 170.0 1673 170.0 1076 170.0 1159 170.0 1722 156.9 2060 170.0 1169 134.6 2060 170.0 1111 111.7 2060 170.0 1171 W 6611 170.0 974 170.0 769 170.0 1183 170.0 907 170.0 1361 1700 1002 170.0 1561 Me 1186 110.0 1753 170.0 1155 170.0 1919 110.0 1210 143.0 1966 170.0 1275 122.6 1969 170.0 1208 101.2 1966 110.0 1286 Z nin 110.0 1063 110.0 171 170.0 1276 170.0 1009 170.0 1466 170.0 1121 170.0 1700 170.0 1220 14.1 1734 170.0 1315 138.7 1731 169.1 1306 115.6 1734 155.9 13M 99.1 1n1 160A 1362 16.7 1731 150.2 1352 S 761. 110.0 1122 110.8 937 170.0 1316 ,170.0 lOM 1610 1556 170.0 1209 1/IA 1656 165.2 1265 131.1 1556 151.6 1256 111.9 1656 141.3 1251 %3 1566 121.3 1229 64.2 1556 122.3 1219 73.7 1556 121.2 1216 LL1 7/178 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1177 169.7 1246 136.1 1177 152.0 1221 121.2 1477 139.1 1206 109.1 1478 129.5 1191 90.9 147/ 116.9 1169 77.9 1477 110.1 1160 W.1 1171 109.3 1164 a h 04 901. 14LO 1110 146.6 916 118.1 1110 123.9 968 101.6 1110 107.9 951 88.9 1110 96.3 936 78.9 1110 67.6 972 71.0 1110 60.1 910 592 1110 71.3 891 4.7 1110 66.6 671 44.1 1110 62.7 670 Z gain 111.0 975 120.3 072 97.6 975' 101.5 156 63.6 975 91.3 M2 78.2 975 78.5 021 65.0 916 71.2 017 69.5 975 65.4 107 41.1 976 610 789 41.8 976 523 776 36.4 976 49.3 767 P' X Z � O 1081. 12.2 771 M.0 69 60.6 171 70.7 615 4.1 711 61.3 674 51A 771 4.3 6M 16.7 771 19.0 655 11.1 771 11.9. 41 34.3 771 319 632 29./ 771 35.0 621 26.7 771 92.1 612 , i� MO 1111. /S7 730011793 4W 63.1 730 65.0 650 4.1 730 66.3 40 473 730 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.5 730 35.6 600 27.0 736 31.9 589 23.7 730 29.5 683 W Of x 120 in 59.9 621 fi1.0 5 19.9 1 51.2 X60 12.8 SM 44.3 552 37.5 624 39.2 44 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 27.7 619, 21.4 624 21.6 909 11.7 82l 72.5 41 V N Q 011/1. 34.7 133 S.1 •100 20.9 W 2y 3% 21.1 437 25A 390 21.7 433 220 385 19.3 433 20.0 381 17.3 483 Is 316 Q� 0000•• •• • Zfi040 0000•• ABLE 1 • • ANCHOR CAPACITY ADJUSTMENT FORMULA: d� ••••• AnchorCapecity Table(Ib1) 8 • • • ANCHOR CAP.,a,,,- 2.7k0711[rele 9.lik Conc. Ndbw f7.lU Filled GIU PTWaod Aldd (DP•)X( )=ANCHOR CAP.,,, •••• • 6116.1[110 tu•9s FJ16 dts•Exo V4•sSEtco SIOSteel x12S1ce1 012 sled MULLION CAP.,„,,,,E As fifs�r Clip Patteme �Irr eco tmrsan 1I1'Exo Ulralon y1B'Elco unracan• v4•Elcounracon �" • utrecon AppK7g« unrxm AggleGda slrew(G6)sorew(es) screw(05) USE THIS FORMULA TO OBTAIN THE•ANCHOR •••.. • 0 Edge C/starca n v 2-Or 1'` -2-I r 3.1/8• 1' 2-Rr 1• 2-vr 2' 318" 2' 0.45' 054• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em 1 n 4' 144' 1374• fav' r 1-114• 1-V4' 1-176• 1-V4' 1-1/4' 1-114' r 1-31e• lye' vales ACTUAL PRESSURE REQUIREMENT FOR THE It 071120.834.78 MIgQC./y an«oud pP 1 ws 390 is 150 ws ego ro, tSM to 270 ins leo na 341Ds 710102 374 is 641. W6100 M11Ds -74-2 Its IitIo 100 OPENING,WHEN ITIS LOWER THAN THE MULLION 4Ane i.169.1bO.C./SI07Mro(«OI"I)C1p(F102) AM MI 70D IM NIA IUA RIA IRA 380 Its 141A wA Nu IUA IUA CO2 Its 885 Its IMIts CAPACITY(FROM THE TABLE)OF THE SELECTED IArcMn 833'Mh. ..l(f)205AfV%C0p%e a1ssis*WID0 700 ee 690 Ds 1560 os INSM 4o I% 5W Its RIA 76011a 7/8 fibs ego lx: 1$921s 602 lbs 886In 1121 to MULLION.IT WILL YIELDAMINIMUM ANCHOR 83 0.4"M11.0 C./UCip,178!0.100' .(Fla 4) •IIA !UA IIIA IUA R/A N/A IUA NIA IUA RIA IUA !UA !UA ILIA 1267 to CAPACITY WHICH MAY BE USED TO QUALIFY Arcror/FL (Rg.5) bs 195IOa 225109 445 t% 0221b6 135 is 140Is 177 V. 37otlo 187102 332lb 473 W9 170 ms 221W 2901bs ADDITIONAL ANCHOR OPTIONS FROM THE pRODUCf ITBVISBD • 2AMton 831.1 rt O.C/Fi2p 0 41)IM 350112 141A IUA N/A IIIA 190109 7UA WA IIIA !UA IUA MI MS 442M 560100 ANCHOR CAPACITY TABLE. V cotnplylnA wbh 4h0 Flo4lde •••• •. � • BxOdleg Clode • 0000 • •• 1.z5o• A5ccp1�4cv No - 25.0 FIGURE 1: o o • FIGURE 2: TABLE NOTES: - /20 fly • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iaml R4r c Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS: - `11171111 I I II/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE. O,.•• ••• (( ��i FIGURE 3: �'��,•'1,1GENSF '•.F•P i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94• Q; '•, CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _T� No.58705' 0 0 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND "O '•GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL '� S iA�TEI FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824• •'•.F(OR10�••,. . 6063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _� ;FS ...........• `. .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL �1r 5�/ONN, ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /'111111101" - #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN MILLER,P.E. M MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Ibse a Opening W filth(forterlicepy-SpeMng mullions)or Opening Height(for hodwnbg y-sperWnD mullions) - G#� 50 in601. 70 to 601n 901° loo in 120In 140 In 1601. bi Rsetenpulx TryMIlMnp. RectaV mir TrwIftimil. RectnWA TIIp✓Tdxq. Rectengd. Trwmanp. Rechnpulx RWIdxl0. Reot.*&r 7roplfdenp. R-wadx Tr•P77dan0. 17adanpder Trtmdero- Ra62anler 7repllxan9. d 2x4x.25 Laad9l9 Looaro Loa•np Loedlnp l4a•ro fo•aro Loa•np Loading Lown, L dnp Loacinp Loadnp - Loadlnp, Loadlnp Lea•np laaenp Lesang LosdlnpLO Lpa G MullionII Alum.Tube ll_ p ,F _ _ _ ' _ _ l N gIh g z Aim 421n 170.0 620 170.0 435 170.0 7M 170.0 476 170.0 686 170.0 506 170.0 992 170.0 S19 170.0 1118 170.0 521. 170.0 1240 '170.0 521 170.0 7486 170.0 621 170.0 1775 170.0 521 170.0 1963 110.0 521 Min 170.0 706 170.0 521 170.0 850 170.0 584 170.0 902 17D.0 630 170.0 1133 170.0 681 170.0 12751 170.0 677 170,0 1417 1170.0 880 170.0 1700 170.0 See 170.0 1963 170.0 680 170.0 7167 170.0 660 ' _ 50.8261& 170.0 747 170.0 $67 170.0 696 170.0 637 170.0 1016 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 717 170.0 1491 1170.0 758 170.0 1793 170.0 SS6 170.0 207! 170.0 736 170.0 2591 170.0 756 - N 5/1n 170.0 797 170.0 812 IM.O 956 170.0 N1 770.0 1116 170.0 7M 170.0 1276 170.0 603 170.0 147{ 170.0 637 170.0 1594 110.0 S56 170.0 1917 170.0 661 170.0 2271 170.0 981 170.0 2550 170.0 Bill W 0 e01n 170.0 1j.0 7V/ 170.0 Ice3 170.0 797 170.0 1240 170.0 876 170.0 1117 770.0 941 170.0 1594 170.0 996 170.0 1171 ,170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1053 150.8 2690 170.0 1053 j W - • 891& 170.0 930 �.S•7{5 170.0 18 1 850 170.0 1702 170.0 910 170.0 1468 170.0 IDIS 170.0 1673 1740 1076 170.0 1859 !170.0 1171 170.0 2231 170.0 1169 169.7 2553 170.0 1171 145.9 2553 170.0 1171 j • 66M 170.0 971 170.0 7i 170.0 115 170.0 000 170.0 1364 170.0 1002 170.0 1556 170.0 1068 170.0 1753 170.0 1165 170.0 1916 170.0 1210 170.0 2336 170.0 1775 151.8 2137 170.0 12x6 132.9 2q7 170.0 1266 Z �. 170.0 1 1 6 170.0 1276 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.0 2164 170.0 1488 124.6 218{ 170.0 1529 1092 216! 170.0 1530 Z 0 701n 170.0 1122 170.0 937 170.0 1 060 170.0 1670 170.0 IMO 170.0 1794 170.0 1312 165.1 IM 170.0 1421 116.6 1960 170.0 1605 /23.8 1960 161.6 1316 106.1 7960 154.0 1535 92.8 1960 152.7 1531 0. Z 7SIn 170.0 1151 770.0 907 170.0 1381 170.0 1116 170.0 1611 170.0 1200 170.0 1842 170.0 13ro 152.7 16al 170.0 1474 137A 1061 ISM 1500 114.5 1661 10..3 10.] 96.2 1681 .139.0 1459 SSA 1681 137.6 1164 • 170.0 U 1 tY1 118.1 LIB 1,V. 1219 127.8 1398 136.0 1796 111.8 7598 121.3 1179 00.4 1]95 110.2 1162 69.6 1398 101.8 1117 71.6 1398 B9A 1122 83.9 1396 S2.T 1105 55.9 1595 76.9 1096 J Q p S- •rol• 147,{ 1216 151.6•IDBS 122.0 1!/.�•1079 105.3 1220 111.2 1051 92. 1129 96.9 1044 51.9 1229 89.6 1020 73.7 1229 62A 1016 61.1 1229 72.2. 903 62.7 1229 65.0 977 46.1 1229 82.1 987 � �0 ,O 0 •iqp lj 10.7.5 WI 105.8 SW 05.3 97Y 0•.1► 802 74.0 971 77.2 649 84.7 071 68.4 037 57.5 971 61.8 825 51.8 971 56.5 816 43.1 971 49.0 796 31.0 971 41.0 762 32A 97h 40.5 711 1 1& 05.4 91 79.5 1 �. 619 Ba.l 919 70.9 a0a 9 829 791 53.0 919 66.7 751 17.7 019 51.8 774 341 919 44.8 766 34.1 919 40.2 7{2 29.8 919 37.1 132 X • • alas It 75.5 766 78.5 716 62.0 768 61.5 705 53.9 766 55.8 695 47.2 706 40.4 see 41.9 780 MA 077 37.7 786 10.5 866 51.5 798 31.9 85] 27.0 786 31.0 e!1 23.6 786 2aA 831 F a j j • 1M in 13.7 516 412 604 3S.! 546 37A 498 31.2 546 31.9 401 27.3 518 282 485 24.3 516 25.3 479 21.8 6M 22.9 17{ 10.2 646 19.5 184 75.8 616 17.2 455 13.7 516 15.5 MB l� L�•1�� •• • Z • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: �e X'O yp • • •• • •• MchorCap9clly Table(lbs) ANCHOR CAP.,•,,,,,,, � � • Su MI 2.7N ODmige 3.53 cont. MaBa4 WU F4kU GAU PT Wood I2 t (LW,)X( )=ANCHOR CAP...o •••••• 114'SS FYI 5'16'Eko 1/4'SS FJco A10 Sletl M72Sleel Mt2 Sleel MULLION CAP.,w,,,.,.. sle�f0 USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllp Petbmy•••• Mcna type Y16•E1co Wrecon 7lr Ekounncon u8ncal 3'1s•Elco unram yr EkouDacon AD7e0aor ultracan A�IeCsela screw(G6)Screx(c5) screw(c5) Edge Distance Ony 1• 2-v2• t• 2-1/2 SUB" 1' 2417 1' 2-U7 z 3.1rc z 0.4e• 454• 0224 CAPACITYREQUIRED'CORRESPONDING H AN Embemtw 9ny lair ty4• Ian' Iy4• 7 1-v4• 1-v1• 7-ur 1-1u• tau' t-v4' z taro• 1ya roles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anc1Dn@4.75•Lflrt O.C.I Slarciam orObset Cop(Fg.i62y WOODS 390 OS 450bs 890 DS IBI/b5 270 b] IBD Ds 364lbs 740lbs 31410S 101105 046 to 311M 412 b5 • 560 Ds OPEN WG,WHEN IT IS LOWER THAN THE SELECMULLIOTED 4 Anchm 0 2.66'MIrt O.C.I Btermid(a gfsel)Cpp(Flp.3y 740 bs 74D On 630 bs 110.9 IbS 1424105 NIA. 5001m IRA 0951Os NIA 660 Da IUA 652lbs Bas 9E 1120 DS CAPACITY(FROM THE TABLE)OF THE SELECTED B Archors®1.71•MSI O.O.I91aIW5m(a OfeegC/p(Flp.4y B85 Ds 501 7561D5 19/11105 IRA IIIA 705 D5 NIA 709Ite t1IA IUA ILIA 1092105 1327b5 168D Ibs MULLION.IT WILL YIELD AMINIMUM ANCHOR 4Arct0R®9'Mm.O.C./ 215 Argk C I p.by 760 Di 7 DS 6B0 bs 1560105 18951D5 OID3 SBD Dn NIA 760106 . 748 bs SBO lbs 1892lbs 6e21bs BBS ba 1179 D5 CAPACITY WHICH MAY BE USED TO QUALIFY BArc7nIs®9'Min.O.C./(I)216 ArokCOD%/(F10.6y 11701Ds 11 T11D5 10201Ds ZS401ea zea IDS -a DS W IDS NIA 1140 DB 1122IM 020 lbs 2936IDS 1022,06 132795 1680 01e ADDITIONAL ANCHOR OPTIONS FROM THE 3Amhm@1.34•Min.O.C./UCOP.NO-125'Alun."G NIA IUA NIA IUA NA IIIA IOA INA WA NIA IUA WA IIIA WA 0731 ANCHOR CAPACITY TABLE. PRODUCI•RBVISBD B"hors a0.6vkiln.O.C./U-011).mlo.125-AWm.(Fp.6y NIA RIA NIA WA NIA NIA IVA IIA IUA NA IUA IUA IIIA . IVA 21 fro tlMVIY1°YwMdMFlaslda. 2MctIDn®268'MIrt O.C1F{Xp(Flp 9y 970109 370 DS 915 DS 749105 77248 IIIA 2B0Ds NIA 518105 NIA 410109 IUA 341 lbs 142105 560919 Bung CLlda //''�� JArcMn 1.71'Mm.O.0 I F421p(tlp.wx 413109 525Ds 379 Ds 073 Da NU NIA 353105 NIA 3991bs NA IUA IUA 5111Ds 66/D4 MODS �, ° 991oe N0 S•V NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .Dna !/� b CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE 2: �• FIGURE 3: FIGURE 4: s 2.000' %41! a de Product Cb.1.1 • • • • >• • • TABLE NOTES: "N1%l l l f t l lI -r • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FORpl....., „ � fl(e, �p / GENERAL INSTALLATION METHODS. - •�,1GENSF •.,'P FIGURE 5: FIGURE B: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENINGWIDTHS IS ALLOWABLE. 4,000• N0.58705 •• _• • • .250' _ '. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN _ • • • •- THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ;-O..•�' a.�t S,:•LU, • • LOCATIONS. '. ••.• S1 ATE O- �' FIGURE 7: FIGURE 8: FIGURE 9: -FIGURE 70: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT _ �'��'•.,,R[OR70P,.•' • •• • • (FIGURES LIP (CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. .�SSS••'•• (�.` MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2•X 4'X.25'MULLION III""ill ill 1 0 •• :: • • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.7110 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 4110 S.S. FL P.E.#58705 TABLE 13A Mullion Capacity Table b$M) Opening Width(for%erficalVspentling mtfilom)orOpening He ht(for hodmodaltosparrirpm111ons) _ �S 601n 00 in 701n 801n I in 1001n 1201n 74o1. 1801n r` RecU,*w plTrl Traans fiecNn9uler T7eprrdaas Recd eater Tulp) eng. Rectmodu Tia"arm. Racanylr TWIllrq. ReaengtJr Tmprrdar4 Rectengutr IrgMang. Reeter ngWTrapRdan9. Rectenyfr TwIllang. 2x6x.25 Loft Losdra Losting Loedn9 Lowing Loading Loading Loaatp Leadbm Ladn9 Lading Lading Loaft Leedom Ladn9 Lading Lowing loadng a±o Alum.Tubs �s.. 'c�.- o f.• f a D D o Mullion a� py@ a� a g �$@• g9•a �y}•� Spot �$}•� '¢$ gyp• 8 c� 04 421. 170.01 820 170.0 435 170.0 744 170.0 478 170.0 846 170.0 505 170.0 902 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 1170.0 1486 t7o.0 621 170.0 1735 170.0 521 170.0 1083 170.0 521 431, 170.0 700 170.0 524 170.0 650 170.0 684 170.0 902 170.0 e30 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 660 1170.0 1700 170.0 660 170.0 1083 170.0 660 170.0 2287 170.0 6110 ? _ 50.025 In 170.0 747 170.0 563_ 170.01 800 1 170.01 031 170.0 10461 170.0 604 170.0 1165 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 1170.ol 1783 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 758 2 54 In 170.0 707 170.0 812 170.0 ON 170.0 801 170.0 1116 170.0 754 170.0 1215 170.0 8W 170.0 1434 170.0 837 170.0 1504 't70.0 656 170.0 1913 170.0 881 170.0 2231 170.0 851 170.0 2550 170.0 get U.1 8 0 00 N 170.0 865 170.0 701 170.0 1053 170.0 707 170.0[2231 170.0 878 170.0 1417 170.0 944 170.0 1504 170.0 698 170.0 1771 .170.0 1033 170.0 2123 170.0 1063 170.0 2479 170.0 1053 170.0 2833 170.0 1003 J 631. 170.0 630 170.0 745 170.0 Ilia 170.0 850 170.0 170.0 940 170.0 1485 170.0 1015 170.0 1073 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1169 170.0 2503 170.0 1171 170.0 2075 170.0 1171 J 7 661n 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 170.0 1002 170.0 ISM 170.0 ION 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1278 170.0 2727 170.0 1288 170.0 MIT t70.0 1288 2 �• 7284 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 170.0 1128 170.0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2126 170.0 1367 170.0 2550 170.0 1186 170.0 2975 170.0 1529 770.0 3400 170.0 1530 S 761n 170.0 1122 170.0 937 170.0 13{0 170.0 1060 170.0 170.0 1209 170.0 1764 770.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2092 170.0 1829 170.0 3140 170.0 1004 170.0 3589 170.0 1705 U.1 Z 781n 170.0 1151 170.0 907 170.0 13ln 170.0 1118 77QO 170.0 1250 170.0 1842 170.0 1399 170.0 2072 17OA 1474 170.0r2781 170.0 1564 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3663 170.0 1798 ed., J 001n 170.0 1325 170.0 1t44 170.0 1561 170.0 1328 170.0 170.0 1498 170.0 2125 170.0 1053 170.0 2301 170.0 1701 170.0 170.0 1916 170.0 3168 170.0 2125 158.0 311 170.0 2273 136.5 313 170.0 2381 Q N C 90 In 170.0 1417 170.0 1232 170.0 1700 170.0 143 170.0 170.0 1672 170.0 7267 170.0 1794 170.0 21M 170.0 7652 170.0 170.0 2095 ISMO 3109 170.0 2336 137.1 3199 180.0 2470 120.0 3190 150.1 2426 F¢- Z 0 ggD 1081. 170.0 1594 170.0 IM 170.0 7H3 170.0 1847 170.0 170.0 1670 170.0 2550 170.0 2018 104.8 2781 170.0 2271 148.3 161.9 2333 123.8 2781 140.4 2281 105.6 2781 125.0 7234 92.7 2761 118.0 2100 .. N m 8� • Nfbl• 170.0 ISM 170.0 554 170.0 118 170.0 1700 Val) 2291 /70.9 1932 179.0 2821 170.9 x119 151.9 2032 162.3 2245 130.8 146.4 221s 113.8 2832 128A 2766 67.0 2632 115.1 2126 8.5.1 2632 108.3 2096 LUX1201. 170.0 1771110.0 170.0 12 170. 1859 164.4 2252 1s9.9 1991 135.1 2xs2 141.4 1984 120.1 2252 127.2 1938 106.1 116.1 191s 00.1 2x52 09.8 1872 77.2 2252 68.0 1630 87.8 2262 61./ 1990 t0 to to X • Min 125.1 1994 12w8 Noy 101.3 1504 106.1 1425 80.1 1581 91.5 1407 783 ISe1 80.7 1390 00.5 1564 72.3 1373 82.8 1501 a57 1158 s2.1 1581 56.0 1330 84.7 1501 10.2 1305 39.1 1501 44.4 1283 Q N N ABLE 1 • ANCHOR CAPACITY ADJUSTMENT FORMULA: •• AnchorCallaeltv Table Ibs NCHOR CAP.,,,,,,,,,, mob' • • Substrate: 2.7k Concrete, 3.5k CM. Hollow CMU Feed CMU PTVbnad Maty (DP,)X(_,A >=ANCHOR CAP.- •••• • fllr Eke 114'66 Elea SAB'Eloe 114.83 Elco 010 Steel 01281.11 a/2 Sled' ULLION CAP.,,,,,,,, •• Ands type: 3.6•Eke Uluxa 1!4'Elea lxkacan UWsea 3116'Eke UUecan t/4 Eko Uluacm Anealor, Uluecon A99reGalr 8=(05)SI W(G5) Sorew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR AIhN1�rCYpPaRama • • Ed9•uw sn): r 2-mr 1• 2-trr 3-ve' r. 24W 1• a17r r 3.vr r 9.48- o.84• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN ***so • Embedidtlb •1C14' 1-314• 1-314• 1JIP r 1-184' 1.110 1.184• 1-v4• t-114• 1-184• r 1318' 1-3181 -us ACTUAL PRESSURE REQUIREMENT FOR THE 4.76'MH. d gbel Clip .182 39015e 3m lb. 4501ha 690 les 1644 lbe 2701w 2801b• 3511bs 740 lbs 374184 08/1w 940 wed 3I law 44211. 580 bs OPENING,WHEN IT IS LOWER THAN THE MULLION •4 Ambers Q 4.68'Min. . /Sb (:ft - 1 Iw 780lbo ON Wed 17801b. 32321. 5401. 5601w 706 be 1400 Wed 7481N 1272 lbs 189211. 06211. ass lbe 2o low CAPACITY(FROM THE TABLE)OF THE SELECTED Wnchm Q 1.71-Min.O.C.40ten0erd WO8se0 4 IM 1400184 1010 Iw 2S Iw WA WA Wits WA 1055184 Wq WA WA 13631w 1770bs 2240bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amt-Q r M1 O.C./(2)2s5 An9le Cepsi( 5Y 7 Iw 700 Wed 080 bs 1500184 1098 ba 540 as 560 lbs-- WA 700 bs 748 r. 899Iw 18921w 882 ft 895184 1720108 CAPACITY WHICH MAY BE USED TO QUALIFY I.rs®3•Mi .0.1(t)Z0 An91e C9pa•(Ftp.6C Iy01bs 1560 lbs 1300 bs 3120 Its 3792 Wed 1000 b 11201w WA lM lb. 14961b. 17801. 37841. 1363 ba 1770 ba 224010. ADDITIONAL ANCHOR OPTIONS FROM THE -12 @1.4 rt . . ( 5 Ante Ceps I(�•7): 16001s. 2100 bs 1440 ba 37801w WA WA. 13201ba WA 15a1w WA WA WA 20/31bs 26510. 3301. ANCHOR CAPACITY TABLE. RODUCPRIMSED •* G1.&4'Mtn.O.C.I U-Glp, to.12YAI .e): WA WA WA WA WA WA WA WA WA WA WA WA WA 1qO bs Od1�LDQO hb lb6 Pla�jld�a/!1 B Anchor♦@0.64-MN. ,Inlo.12V (FW. WA WA WA WA WA WA WA WA WA WA WA WA WA 286108 F"-2.000• ooeptatC de �11VS D 2 ANlem 14.W W.O.C/F-C6p(Fq.10 300 bs 390 Wed •ISD Da a901N late how 270 W. 2601as 3518 740 bs 374184 6381w 040 0s 341 IN 442184 560184 Dao 4Ar W-4;IWWAn.O.C1F.00p(Flo.f I1 590Wed 700Iw 505bs 1298Iw WA WA 4701w WA 533 lbs WA .WA WA 682 Iw Mlbs 1120 las .250•- ' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: g '.Item-moi�e Produa Ccm FIGURE 1: FIGURE 2: s FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: rl 711 ♦ ♦ ♦ • • - • •• • •- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \\ /1 LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • ♦ • •• • • � `T�•' FMS •'•F'P i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000 • • ♦ • • •• • • ,3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS _-s1: NG.58705 • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 1. FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE -D fS Ty's CLIP 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "A '. S'ATE P ' (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED �;�,<.'•., r-LORLOP.•' (��` • • • • • • • P 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083T5 AND BE A MINIMUM OF.125' �;MUSTBE \ • • • • • USED g4 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO X11 SOON A��1�1`� PAIRS. BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X g•X 35• A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION 58706 TABLE 14A ^ e� a• Mullion Capacity Table lbstle 13 Opening Width(for verecally4lpaming millions)or Opening Height(for itod 'n1a*speMrp ryvAons) � 501n 80 In loin so In 90 in 100In 1201n 1401n 1801n I}d Redaryuler TroyTdary. RaotallPdar Troplydanp. Reol4n0uNr TropTdaro. Rectar•ulal TropI7Mn9. Rwtalgukr Trop?derp. Raclalgubr Troyrdarg. Reolar•uler 7raplydalg. Redan9dar TnPTdanO. Reclelipular 7roPTdan9. n 1.26"x2.11' Loadno Looft Loadna gL odlry Losev Loedrl9 Loadlgy Uadino Loa•N LoDdIg LoWng Loading Loadlg Lead4v Loaft loedW WWI% Loadru Loi xTuba Mullin ` S g 0 g' � 8 0` � � � ` • � � g �' x N, E' N °gym o 42M 114.2 526 167.0 128 120.2 528 1160 119103.0 626 138.9 414 80.1 526 134.8 411 80.1 S26 134,1 411 721 529 1131.1 411 80.1 $28 134.1 411 51.5 628 134.1 111 45.1 626 131.1 411 J 481n 98.8 403 100.0 333 60.5 403 94.7 32563.5 403 80.4 320 80.4 403 81.4 317 53.7 403 .70.1 315 4d3 403. 7d6 314 40.3 4W Me 314 34.5 403 Tae 374 30.2 403 me 314 7:1 co 50.625 In 823 362 91.0 301 68.6 382 79.3 294 568 302 71.9 289 51.6 382 67.2 266 45.7 382 84.0 284 41.2 382 83.8 283. 31.3 36'1 63.6 203 29.1 362 83.6 283 25.7 3e2 63.6 293 W 0 641n 67.8 31 74. 07 665 318 642 281 48.6 318 $7.7 256 424 318 63.5 253 37.7 318 60.8 260 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 m H 601n 49.5 250 *1 210 41.2 258 45.7 214 35.3 258 40.1 210 300 258 37.2 207 27.5 258 34.9 204 24.7 258 :33.4 203 20.6 25B 32.2 201 17.7 250 322 201 16.5 268 322 201 •811 427 234 45e 200 358 474 .1 4195 30.5 234 34.7 192 267 234 31.8 189 237 234 29.4 186 21.4 234 260 184 17.8 234 25.8 153 15.3 234 25.5 183 13.4 234 25.5 183 d tlIn 37.2 213 Lle.[.1t 31.0 21F 337 179 26.5 213 29.6 176 232 213 27.0 173 20.8 213 25.1 170 18.8 213 237 189 15.5 213 22.2 181 1d3 213 220 168 118 213 27.0 168 Z • 411a14w 28.8 179 .1 10 23.9 *9 25.8 9152 20.1 179 71.6 149 179 170 20.3 117 16.0 179 18.7 116 .� J W 781n 243 181 214. 140 203 �1f •137 17.4 161 19.0 135 162 181 t7.0 13J ? Z 781n 22.5 162 23.6 133 18.6 1 19.0 131 I 161 1 152 1 17.6 128 1a TABL 1 B • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ~ Q ZQ Z N Anchor Ce aclty Table b9F- o ANCHOR CAP.,_-) •• •• • bum•t •• 27k C4 t eie s.e care. xoao9 cuu F•M CMU PT Wood 11aa (DP_)X =ANCHOR CAP.- 2.11 MULLION AP.,,,,,,,, ••• •• • 6^16^Eko LSSU65116'EKo UI'SS Eko N106tetl N12 Steel N1231ae1 _ _• Anchort hPP.NamAn[Iror 6'EKOUllrotan 11C EItOUlnxal 1•mdl 9/18•Ek0U8raton 1/4•EKO Ulllatm Unta[al AgwWator &roM(cS)Stray((i5) SH6w(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR IxX YYEo1e Dara - z-trr r 2-12' avb^ r 2.172' 1• z-trz• ave• r o.4a o.ss• oa24• CAPACITY REQUIRED'CORRESPONDING TO ANEmbeonedf P A 1311• 1.914• id4• t.114^ 7 m 1-111• 1.114• 1-V4• 1-111^ 7 tsre• tse^ vanes ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 3'MIn.O. 2t5 1e 1 4I691Y 78DM 6801bz 15601b7 tBB6IM 51011, -1, wA 7m 1» 74896 880 roe 1m2 ma hex lm e85loz H9019s OPENING,WHEN IT IS LOWER THAN THE MULLION a z- Z y • • • • CAPACITY(FROM THE TABLE)OF THE SELECTED 0 No • • •• • •.• MULLION.IT WILL YIELD A MINIMUM ANCHOR Ix • • • • CAPACITY WHICH MAY BE USED TO QUALIFY •••••• • • • ADDITK)NAL ANCHOR OPTIONS FROM THE •••••• ANCHOR CAPACITY TABLE. 1 TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.26(r-1 3 compiytity with the Florida / SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. luddlagOodc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. J� caCpttnwNo 1 . FIGURE L• a I {76 , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" ti11nm-i Product Comm FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11111 I I I 1 1111j ANGLE CLIP MUST BE USED IN PAIRS. q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I .125• -- ,.... CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED L \��0'LICENS•M7��(1`i'. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1 P.•' F '•,P THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.28'X 2.11'X.125•MULLION y$• LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ N0.58705 THE MATERIAL.#10 8:#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ _ � •. !/ �.yy�((S O� $TATE dF <[/: �''/111rn1111 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A x Mullion Capacity Tabl•(Ib9/R2 RYR Opening Width(for verdw*sparWnO muillore)or Opening Height(for horizonkly-eperrlrg mullions) WWW 50 in sob 701. so In 00 In 1o01n 1201n 1401n 1001n O ReotMWlar Ttw1T11are• wa,nWr mp/Tdry. RectanpA• Tr•pll8eng. ReclanWar mplmen9. Reclanpdar TV."M g. RedangA. TMPTftV. Rd-WIM 71WTden9. Reoareuler mP/mere. Rectenguier Trw/IHena u K 9.26"$0 Lo•dre w.dre Loading Losanp Loading loading Loadn9 Loadre Loadn9 L-&v Loadng L•a4n9 Loading Loadin0 LoadnO LaangO Lowing Loadre .EQAL to BAYMULL 8g r9^ � S m E & b d g g g N Zvi _ g o E 42 in 170.01 620 170.01 436 170.01 744 170.0 478 170.01 868 170.0 606 170.0 002 170.0 519 170.0 1116 170.0 521 170.0 12+0 '170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 1 451n 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 en 1522 1522 170.0 680 130.5 1522 170.0 600 114.2 1522 170.0 880 r cr 50.025 In 170.0 747 170.0 583 170.0 896 170.0 671 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 766 138.0 1113 170.0 750 117.7 1443 170.0 756 102.0 1447 170.0 766LU $11. 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 180A 1353 170.0 837 144.3 1353 170.0 856 120.3 1357 170.0 861 107.1 1353 170.0 861 90.2 1353 170.0 801 m M O 60 in 170.0 665 170.0 701 170.0 1053 170.0 797 187.0 1218 110.0 978 116.1 1216 170.0 614 129.9 1218 159.8 93e 1169 1218 1521 021 97.4 1218 1401 913 83.5 1216 116.1 BU ]3.1 1218 146.1 013 J 631n 170.0 930 170.0 745 170.0 1118 170.0 650 1602 1150 160.8 933 131A 1150 153.0 911 1116.8 1150 111.0 SB8 105.1 1150 1302 865 67.6 1150 128.7 871 75.1 1180 1262 870 65.7 1150 128.2 070 0. 0. 1702 B b 170.0 974 170.0 789 152A 1016 165.8 881 130A 1048 1146 064 114.3 1040 133.1 850 101.6 1016 123.4 639 91.4 1046 116.6 630 76.2 1048 109.4 821 65.3 1040 108.2 018 57.1 1018 1042 816 m {y, t G g W 3 77 fn 1+0.6 880 U7.0 764 117.0 800 1240 740 100.6 880 1146 744 68.0 680 100.0 722 78.2 880 92.0 712 70.4 680 842 703 547 800 79.2 693 50.3 660 76.5 888 44.0 800 76A 088 r � _� Z 74 In 119.7 790 125.1 890 918 790 100.4 676 85.5 790 93.7 667 74.8 790 63.0 652 68.5 700 709 643 59.9 790 71.7 035 40.0 790 65.1 624 42.0 790 82.1 619 17.4 790 61.5 817 3 78 in 110.0 750 116.5 657 92.3 750 90.1 644 711 750 8516 632 89.2 750 77.1 621 61.5 750 7016 612 55.4 750 65.7 605 48.2 750 5016 591 39.0 750 542 588 34.8 750 555 566 do in 72.1 003 74.4 500 60.1 583 629 491 51.5 563 54.8 483 441 563 40.9 475 40.1 563 4416 468 341 583 40.9 402 30.0 603 362 452 25.8 503 33.3 445 225 603 31.0 442 Q co Z O 961n 50.1 195 81.1 447 19.5 /95 61.6 135 121 495 11.8 127 37.1 195 39.8 421 33.0 495 38.1 116 29.7 496 332 409 21.8 195 29.1 400 21.2 495 28.6 391 10.6 495 25.0 390 N WWQ 1081n 11.7 3014M� 653 44.8 391 349 446 248 391 31.1 342 28.1 321 27.6 337 23.2 391 24.0 737 20.9 391 22A 328 17.4 391 19.7 321 14.9 391 17.8 315 • `1 `1 • 111 N 344 370 39.2 5 azo 0 33.0 330 27.5 370 28.6 325 24.0 370 253 320 21.1 370 2x.8 316 19.2 370 209 312 10.0 370 10.1 305 W ~ a Q O O • 144In 70./ Jt 30. X89 243 317 �•0 281 21.7 717 22.5 280 19.0 317 199 270 149 317 17.9 273 Q • �40N 17.6 220.447.8 SOS •• • a Zm0 Q •I 1 B • •••• ANCHOR CAPACITY ADJUSTMENT FORMULA: g �;� Anehw6kC ci Table b9 ANCHOR CAP. ,, J d •••• Su 2.7k Cplcrels 9.5k Conn. Holm C81U Fned CMU PT Woad McUI (D�)X{ >=ANCHOR CAP.W, „ •' •• #90 5'18'Elco IW SS Etoo 5116•Elco 1N•SS Eloo 010 SMI 012 Steel 912 sl•e1 MULLION CAP.,p L- • An •3110 Eko Ukecon 1IPEko Ulkacan �tracoa 517CEko UlDxon 1/1'Eko UlUacm Agg.G.ta Ube- Agg.G•lm ft -(G5) Sa (05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllpPattem• •• _ ••••• • • P-dge ayr•y 1• 2-trr r 241r av8• r 2-1rr 1• 2-1rs• r s•u6• 2' o.+e• a.a• 0.321• CAPACITY REQUIRED'CORRESPONDING 70 AN • • Emee•nad6 . 1-31+' 1311' W/4' I-V4• r 1-1/4' 1-111' 1-114• 1•IM' 1-0/1' 1-ip' r WIC WM• vad•4 ACTUAL PRESSURE REQUIREMENT FOR THE mhor•Q5' n .C. 2X5 Angle Cups/ ly We 3901. 4501.3 BO Ia 17001.3 2701.3 2BO la Lbs 7101.3 3741.3 7201.3 9461.3 11/as 4421.3 5801.3 OPENING,WHEN IT IS LOWER THANTHE THE MULLION • 4An0hM@3.5•MIn ./(2)z15 Arp4 a: T801a 7809u T901a m/o la 2525 wa 5a ros SOOIa wA t+2o la T491a BBO Ia 18921.3 8620p 885Ia 11x01.3 CAPACITY(FROM THE TABLE)OF THE SELECTED • 6Atwllan@ 2.71•No.O.C./(1)215 An9b dl i la 11201.3 B661a ?2401.3 22511.3 WA &Ola wA 10591.3 WA 1320 Da wa Ion lbs 13271b4 1680 Ws MULLION.IT WILL YIELD AMINIMl1M ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY • • • • • ADDITIONAL ANCHOR OPTIONS FROM THE RODULT RI?VISbD e 0:04041: ANCHOR CAPACITY TABLE. comphIngwith the Fla ds •••••FIGURE 1: • •t• • - u0d10g Oad9 • • •• TABLE NOTES: Xxepglxe No"-' - ♦, • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ilOnl ePr co FIGURE 2:. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t 11 111 i11, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125' `� ONY.LYNN • • • + • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •' F P 3.250' No.58%05 )'t 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 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 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 30'BAYK�S LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION O,�•.• S7 • THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. ;FS''.F<OR.OP.:''G\��: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '��s/U�nL•�` _ A.L�'NNIMILL'R,'�,P.E. FL P.E.#58705 TABLE16A Mullion Capacity Table Ibse Opening Width(for ver6caly-spanni indAcre)orOpeningH9lght(for horlmntatPliPs Jrpmlllions) SD In 601n 70In 60 in In f001n 120 in 140 in 160N O RecWe9l1. Tn1p/TdInc. RecleWN TnpR8Ong. RectangAw T*Mang. Rect•pAw Top/TOsnp. Rwunpder Tnp/Me V. Reeletpder TrapfMan0. Reotsn9Ner Tep/taen9. Rectatp4er TrepROatp. RecWt9Jar TapRden9 v u 6.26"46 Waring Loafing Ladng LOadnp Loodn9 L.oa&p Lmdng Loodro loedw Lneano Ladny Loadn9 L.oedn9 Loadn9 LmdnB Lowing Lue&p L9adro oY u r< A MULLg �� g #�� ag a " �^TliH d II �^ v �^ d d d• 8^ d d � .. : 8 l.Ti 's, d� d d c� CO t- U) C14O LU 42 N 170.0 820 170.0135 170.0 TI{ 170.0 118 170.0 no 170.0 508 170.0 002 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1{88 170.0 621 170.0 1735 170.0 521 180.3 1871 170.0 621 J 48 In 170.0 708 170.0 521 170.0 850 170.0 Sw 170.0 992 170.0 630 170.0 1133 170.0 B81 170.0 1275 170.0 877 170.0 1417 j170.0 880 183.7 1837 170.0 880 140.3 1637 170.0 BBO 122.8 1837 170.0 880 _ 50.e25 in 170.0 747 170.0 �3 170.0 008 170.0 831 170.0 1010 170.0 W4 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 '170.0 756 147.1 1552 170.0 756 176.1 1552 170.0 758 110.4 1552 170.0 758 C 0 W oc 0 • 64 In 70.0 7B7 f� 170.0 958 170.0 601 170.0 1118 170.0 754 170.0 1275 170.0 am 170.0 143{ 170.0 637 155.2 1455 170.0 850 12•.3 1455 170.0 BBI +10.8 /455 170.0 881 97.0 1455 170.0 081 H (0 J • • 70.0 885 770.0 701 170.0 tp3 170.0 4W 170.0 1240 170.0 878 157.1 1300 170.0 9M 130.7 1308 170.0 1106 125.7 1309 103.5 994 INA 1300 157.1 082 89.0 1309 157.1 Oat 70.8 1109 157.1 9B2 J • 93N 170.0 930 y�6 4Ai 170.0 1118 110.0 so 182.0 1x47 170.0 040 142.5 1247 104.5 043 126.7 1247 152.5 005 114.0 1247 144.3 052 95.0 1247 139.2 .956 BiA 1247 135.7 035 71.3 1217 /35.7 036 m g • Z N� 170.0 074 0.0 70f 170.0 1(E9 170.0 !w 148.4 1190 1837 005 120.0 IWO 147.0 915 115.4 1190 130.5 920 103.0 1100 INA 014 611.0 1100 149.5 80e 74.2 1190 118.1 697 8{.0 1100 1101 603 J g 3 912 in 161.6 1010 16.08 077 134.7 1■ •59 115A 1010 127.2 042 101.0 1010 111.7 e28 04.0 1010 1058 617 80.8 1010 90.9 B07 67.3 1010 00.8 795 57.7 1010 67.8 700 50.5 1010 a7.7 780 '� e►69n• 437A .908 6/3 j92 114.5 We j2x- 175 04.1 005 107.1 791 65.0 009 08.2 749 76.3 ON 08.2 Tae 00.7 906 82.3 7211 57.3 006 74.7 710 19.1 BOB 11.2 710 42.0 BOB 70.8 Toe Q a "n• 127.1 081 1 5 5; 105.0 B7R1 1195 738 90.8 801 09.5 n5 79A 861 B6b 713 796 1181 01.0 703 W.6 601 75.1 804 530 eat 08.1 Bel 15.1 e81 61.5 075 10.7 OBI 87.7 en F Q Q N Q Z • An 627 616 e5A 571 80.8 646 721 581 59.1 616 02.0 554 51.7 648 58.1 545 48.0 an SO.B 537 4fA e4e 47A 530 34.5 618 41.6 111 29.5 840 389 511 25.0 010 38.5 607 � Q m Z 00 60 00 In 852 666 •7�1 jOj 58.9 `'� 5.1 �w 18.7 500 51A 491 128 568 45.0 483 37.0 598 41A 478 34.1 6W 38.1 470 29.4 568 33A 459 21.3 Sw 30.5 452 21.5 588 28.7 117 - � w�. - • ja�ly 47.9 449 .9 59.9 440"tif§ 3911 34.2 449 35.7 303 29.0 440 31.7 387 28.8 449 23A 362 23.0 W 119 22.7 3110 17.1 N9 20A 781 15.0 1{9 169 356 111 N 44.1 425 4!0 355 30.8 0.5046 179 11.5 425 32.8 373 27.5 {25 26.1 307 24.5 425 20.2 302 221 42b 20.7 350 15.6 {25 10.8 343 Q /0 to dal• MA X4 OILS 3y 29.1 � �8 120 24.9 sw 25.9 321 21.0 384 228 317 10.1 304 20.5 313 175 J44 N 20.2 2 A 18.0 253 17.1 230 .� • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ••••• An chor Cavacltv Table b• DP,,,)X r A'NCFIOR C'4P•^w"„�nANCHOR CAP.,„ d 3 • • 8utxnet« 2.7kCarwrNe 3.5kCo . HoUmCMU F•MC7.tu PTWoeO Mew ( `MULLIONCAP.,,o,,,,, 5118'Eko 11C69Eko 6/I6'Elco 1N'53Eke slo Steel 0128teel 0126teel Anchor Clip Patterns Anchor Type: 311W Elco lAlncm 1/4•Ekeusn`on UYeca1 11B•Eko Ulnacan 1/4•Eko U11recan Ag9reGet" 1111mm AOOraOalor 9cnw(05)9orew(Os) 6onH((te) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eape galenes(Np 1' x-+n• r 244 344 1• 2-trr 1• z•tn• r 3-tre• 2• o.4e• o.w• 0024• CAPACITY REQUIRED-CORRESPONDING TO AN Embedment-mi-me (NI: 1.31{' i-314' 1-14' 1.11' T 1-1/{• 1-VI' 1-114' 1-11-1N' 2- 1J/8' fa/e• lanae ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arotwe®s•kun O.C./f2)2k5Atpb ceps/(Fig.11 Moms 590 me 450 me ego 700 voo The 270 qa 260 Om 304 is 740 ma 374170 720 iW 046 me 341 w 41x wb seo ma OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anoho•C 3.6•k9n O.C./R)215 Angle ape/(Fig.2): 760 la leo ms Teo 111 fem fns 25x5 im wo ms Seo ms WA 11... 74e Ibs B80 is 1802 iea 682 OM ees la 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED B Andra 0 2.71'N.O.C.102.5 AnOb l>IF0l079 3Y 11x0190 11201ba BSB Iba 221810 27 11. NN 150 ms WA 1050Ila NIA 1320 515 0411 1022 lb. 1327 lbe 1650100 CAPMULACITY I7 WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADD ITIONALANCHOR OPTIONS FROM THE FAuDrCrlzuvI3 IalY ANCHOR CAPACITY TABLE. BORditig3Ccdc l FIGURE I: Aaxpae+co T10 i• t6 TABLE NOTES: D9ro 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLF�AND SHEET 25 FOR INFORMATION ON LOADING. BY SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI PLed0GC9r1� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ;��•`\0 ••"'• .111E e • • • • `HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.' .125' 45'- ..'1,10ENSF •. - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�h-' No.50%05 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED T� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 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 �.BAY STAT ]U ` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION .O •.,.F(OR10P. G��: THE MATERIAL.N10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. " ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LY IL � ` A.LY MLER,P.E. FL P.E.S 58705 t 1.000' 'I 1.000' ® �A f- lsee•� ffi $ -j 1.000 1.000' r-- .- .125' v .125' �Y 2.750" 2.750' .126' 3.125" .125' 3.188' �+ - .125' ail" 25' .125' 2.000' 2.000" 2.118" N �. .285 .125 to L125' L " .375• � 500' ZO r -r I�r r .e00• r - W 1'X2"X.125'MULLION 1'X 2'X.375MULLION VX 2.75'X.375'MULLION VX2.75"X.650-MULLION. 1'X3.125'X.5'MULLION 1.25'X 3.188•X.285MULLION 1.26"X 2.11'X.128 MULLION 0 8083.78 ALUM. 6063.78 ALUM. 8083-T6 ALUM. 8083.76 ALUM. 6063-T6 ALUM. 8063-TB ALUM. Sw3-Te ALUM. Q � N X-SECTION XSECTION XSECTION X-SECTION X-SECTION XSECTION X-SECTION m I,0 0 Z M }-I f--. 10 125' I-j(~.125' U) J . -'11•"-.125' rd to � Ir TABLE A W 1 - STANDARD CLIP I I 2X5 ANGLE CLIP Z 6063-T8 ALUM. I 6063-TB ALUM. - Dlmandon Value(In) For Mulllon: ? O L* 2.000" XSECTION 2.125" 2 000• a XSECTION A 1.625 a Z U-CLIP 6063.76 ALUM. II B 2.654 1'X2"X.125' Q J .125 XSECTION +L '128 Aluminum z~ U Q Orn o C 0.885 Tube Mullion Q Z Z � a D 0.740 Q$ o 125"r I I Z 3S • • 4 -I.740'4-- A 1.125 1'X2'X.375" ED O •••••• B 2.404 l ••••• 5.500' • Aluminum _ N • 126' •CUKHEMTO .375' 5.000•- C 0.835 Tube Mullion U Q 0 475' -, •�' •� CRENfDF-CLIP,SEE MIN. r .376'MIN. D 0.480 Q Z O •MIN. • • • DETAIL F,SHEET4 _ F d �,VJ, ••••• •• • ••• .338"MIN. A 1.875 � �O r-------� 1 --------------------- B 3.000 1"X275"X 1�n • I • I I •f•••• I A A I U-CLIP A F--- ----1 ••••• L_ _____� �_______�' 6083-TB ALUM. `- -------------------' 2XSANGLECLIP C 0.757 .375 Aluminum • • • •••• TOPVIEW 6083 TB ALUM. D 1.118 Tube Mullion •0000 • �_•••• TOPVIEW • • STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. •••• • • ••••8063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 CENTERpF VCHO:HOLE MU T LIE• TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X2.75"X „ •••• WITHIN Tt110 DA O BOUNDARY-06E •• HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER♦V16". B 3.000 .650" • SHEETS 5.17 FOR THE ANCHOR O.C. _ WITHINTHEDASHED T C 0.478 Aluminum • DISTANCE.ANCHOR IAMETE 111.•• BOUNDARY:SEE - t • DIAMETER:ANCHOR DUMETERaM 1l•B•. • ,SHEETS 6-17 FOR THE D 0.838 Tube MWIIOn •••••• • • • • ANCHOR O.C. TABLE B RODUCTRBVISBD •••••• DISTANCE.MAXIMUM - POT Pert#. A 2.000 1'X3.125'X compIlIftwkb the Plotide • • • • • ANCHOR HOLE Mull Dimension(shoot#) B 2.637 u0dIn8 CYdc t ••••• 6.600' .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U•Cllp Anglo Cllp .5W Alum vmpw"No • .375" 0000 • •• MIN. DIAMETER+1/16'. S C 0.863 Tube Mull etc MIN. 0 0 1"X2"X.125"(5) 66605 666113M 666111 BM SM243M 668511M D 1.137 _-__ _______I------------ 1"X 2"X.376"(6) 688008 660114M 6661119M 666244M 666512M A 2.625 lauol ade Product COOU01 1.25'X 3.188' - - - - 1"X 2.75"X.375"(7) 66807 S66115M 6661120M 665246M 666613M -B 3.262 X.265'Alum I I 1"X2.75"X.650"(8) 88608 688118M e661121M 666246M 66S514M C 0.862 Tube Mull �� LYNN �O , I . --- B 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M D 1.782 • �ON�CENSF C�9 1.26'X2.11 I i 1.26"X3.188"X.286"(12) 66841M 8881117M 6661113M 666241M 8MM16M A 1.813 .121'Alum -------' ----- �t r N0.58705 x 1.28'X2.11"X.125"(18) 89370 WA WA WA 868517M Tuba Mull C OFFSET CLIP NOTES: " i .O•' r Z:I S'1(J` 6053-TO ALUM. - •128 r I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ()�`•, �T TE OP 4 740"-H- -i 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS S ANCHOR O.C.DISTANCE. /p�A(„E�G A.LYNN MIpOBk,P. E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 -1 1.000• "1 1.000- I- 1.062' � .740• e ..6T .385' }.{ .126' --1 i--.126' .082' I I 1 o .438' 4.000" .125'STANDARD CLIP 2.125' 2X5 ANGLE CLIP 4,00p• 2.000' 80BSECT ON ALUM. 2A00' 6063-TB ALUM. N 4.000' 2.826' I U•CLIP u .125' I I 18 XS C ONM I X-SECTION .125" ,8 DO .125" _11. L .125" .125' (A 14 .031'I Z 1 .126' LU r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J LU .125 J DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE 7 N .375' •155' 375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 0.' • •• HOLE DIAMETER:ANCHOR DIAMETER+1116'. LU 0 1'X 4'X.125' • • tYC 4'X.375' t'X 4'X.375' 6.600' 5.000" 375' O tG co `• ••••MULLION • •• 'T'•MULLION MULLUN CRT HERETO I- ••�-iri�LUM. 8083-TB ALUMP • • 8003-Tfi ALUM. 375• 3.125'--�_CREATE F-CLP,SEE •375' MIN. g z • X-SEG�ION •••••jSECT1ON • • X-SECTION MIN r DETAIL F,SHEET4 Z LU •••••• • • '• • 1250' -------- - to • • • --------- .375' CENTER OF __ MIN. • • ••••• I I I I ANCHOR HOLE I I MIN. J 0. IZ • 1250' 1.250' - j I I I 1 1 MUST LIE WITHIN I Q J ••• •• •• •• •• • i I H U r I I I I THE GASHED • • • • 1 I I I 1 F I BOUNDARY.SEE I i O Q N SHEETS b-20 FOR F 1___--_--I Q • • • •••• I 1 1 I I Z Z 00 0 • 2.875' 1 _-_ I I I --- I F THE ANCHOR O.C. I I QOM • •• • ••• I I I I F I DISTANCE. I I W 0 •••• • • _ • • • • ••• 4• i i I i u ANCHOR HOLE i I J •�„ •3.250' • ••• I I I 1 I ri) co I DIAMETER: j _ .100' 100' L J 1 I ANCHOR L___________ • • • -1�• • • ••• ______ I DIAMETER 1/1 __________� Q Z O O •' • • # 2X5 ANGLE CLIP �•O • • •00' • 824 824' L STANDARD CLIP U•CLIP 806OPViEW . ••• -•- �' CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T8 ALUM. -I ,820" F • •+I ,820" F- -•'1 .820"F- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. 1.26'X 3.2b'%.100• 1.25'%3.26'X.624' 1.25'X 3.94'%.624' - MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value pn) For MUIIIon: Dimension Value(In) For Mullion: 600b•TS ALUM. 8005-TS ALUM. 600ST5 ALUM. DIAMETER:ANCHOR DIAMETERi/18'. 3,887 1'X4 F 1.938 1.26X3.25' X-SECTION XSECTION X-SECTION G 1.000 .125' G 0.500 X.624' , H 2.680 Aluminum H 1.438 Aluminum , 3.489' 5.500' I 3.000 Tube Mullion I 3.260 Tube Mullion I- 2.681"Q371�- ,i25• .375' .375' F 3.187 T X4'X F 2.825 1.25'X3.94' 1.877' MIN. p 0.757 .375' G 1.125 X.824'Z I ii wit))Ibe'lofids-- _--___� H 2430 Aluminlm H 1.500 Aluminum �dto ODOC--- Ir- 1 3.000 Tube&'T' I 3.250 Tubs Mullbn 8 F 2.250 1.25'X3.25' F 2.813 30'B Mull 10G 0760 XF 2.875 I.125' 2.250• 1 • i I i i I H 3.260 Tube Mullbn ado pro uct anuol two .125' 45° TABLE D50.45'BAY MULLION I 3.250'30'BAY MULL6063-T6 ALUM. I _ I 1 _____ POT Pert tl ��\ C.. 1'____ � .Mull Dimension \� ,rO,..•••• .8083•T6 ALUXSECTION I (sheets) Mullion Std.Clip Offset Clip U-Clip Mpta CIID . �� .• \,\GENSFXSECTION 1 1'X4'X.125'(10) 69364 688111M 8681122M 888241M ON518M OFFSET CLIP '` • N0.58705 r I .125' I 6063-T6 ALUM. 1'X4'X.375 (11) 86870 688112M 6861123M 888242M 886519M.228•J [,981'-I O' TOWIEW 1'X4'X.375•'1'(11) 88883 868112M 6861123M 886242M SM519M _ ME .228J .981"--� .740'- `NOTES: 1.25'X3.25'X.100'(13) 20180 8661127M 8861124M 8882410M 8885111.25'X3.25'X624'(14) 8881128M 8681126M 8062411M 8885116MSa 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1,25•X3.94'X.824'(15) 20182 6881117M 868 1126M 660241M W6517M ' '� ••.,F(OR1OP•.•'•��` 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 90 Deprve(19) 88849 WA WA WA 68851fOM ,S`(�t0NAL 0``" 45 Dog-(20) 88850 wA wA wA 8865111M A. LyI I�IMILL�+R,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 TABLE E Mull Dimension PGT Part (sheet#) Mullion Std.Clip U411p Angle Clip x•125' -1 f--.125' .{I- .125 te P'X4"X.25"(16) 66602 666261M 668271M 6665112M F d� 2"X8"X.25"(17) 66804 666282M 066272M 8885113M4J1.419DIA STANDARD CLIP 1 U-CLIP 2X5 ANGLE CLIP °6083-TB ALUM. 6083-TB ALUM. 6063-TB ALUM.2.0XSECTION 2.125' X-SECTION 2.000' XSECTIONNOTES: Lo .125' I .125' .125' 41)HOLES TO BE DRILLED IN THE FIELD FOLLOWING L NDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z2)SEE SHEETS b-20 FOR SUGGESTED,APPROXIMATEHOLE LOCATIONS. 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. W 00' ' _ 5.5 _0 _ 3.500' ,. --..{{� CREATECUT �F-CLDiP, 5.000' 375• LU Q, 2.000' •375• L _SEE DETAIL F. .375' f ,375' I_ -MIN. Z MIN. r SHEET4 - MIN. m J --------------- -------- -- --- Z J wl o fi z 4.000• I I I I! Q I _ _- @- -I--- --- - I_.- 3.438' � + 3.438' F T .250'- 2'X4'X.26' 1 I 1 I O N MULLION I 3.438' I I Q Z .O ji 6083-TB ALUM. .375' � � • X-SECTION I I I ' I I !n Z • L---------------------�-_r MIN. Uj p •••••• • • •• • •••• �- STANDARD CLIP U• L I CLIP,8083-TB ALUM. 2X5 ANGLE CLIP Q 0 CENTER OF ANCHOR HOLE MUST LIE 8083-T8 ALUM. CENTER OF ANCHOR HOLE MUST UE 8083.76 ALUM. SED FOR 2'X 4'MULLION.SHEET 16 O_ x� N • •••• .2�' •• •••••• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW - mO�.O • SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 6.20 FOR THE ANCHOR O.C. - 0' • • • •••••• DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE •••••• DIAMETER:ANCHOR DIAMETER+1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. • • • • •••• SHEET, 5-20 FOR THE ANCHOR O.C. •••••• • • 5 600• DISTANCE.MAXIMUM ANCHOR HOLE ••••• • *000 CUT HERETO DIAMETER:ANCHOR DIAMETER+1118•. 5.000' *so:** • �0�•_ 3.500'-�1 CREATE F-CLIP, ••••• �- ' • 000000, .375' F I SEE DETAIL F, .MIN. • .375• • • MIN. �-SEE MIN. - MIN. • 375' .0000 •••• I I I � I i I pourplyloywhhtheFlolide • • • • I I 1 I CbNq • • I L#•duct MIMI .250' •6.000• @- i-- -r-- - j 4.888' t 5.438' I 1 i ; ' tllllurrr 6.438' I 5.438' L NN rxsx.z5 NCE NS, MULLION I I 1 I P:• 1 8083-TB ALUM. i I i j x: No.58705 •�T XSECTION I ; 375' • I 1 _ L--------- -----� MIN. _ _ 0-- 11 ATE OF 250 - STANDARD CLIP U-CLIP 2X5 ANGLE CLIP (�S' \` 8083.78 ALUM. 6063-T6 ALUM. 6063.78 ALUM. �S�ONAL•�� TOP VIEW USED FOR 2TOPMEW'X W MULLION,SHEET 17 TOPVIEW A.LYNN MILLER,P.E. FL P.E.#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+60.0%60.0 PSF. 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'•85'.REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 0 -SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/,%.3 PSF AND WOULD a LLt FENESTRATION OETArts, NOT BE SUITABLE FOR THIS APPLICATION. o= PRODUCT'S 3HEET9 '- MVROVAI� W.E FROM TABLE 4A,SHEET B,THE 1'X 2.75'X.850'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+h72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THELo7rOPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. NLE GITH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12ANCHOR3 AND THE 2X5 ZANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL.3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL m APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 7 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - - Oo • u^� IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THp OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN AN CAPACITY OF 63818S.ALTERNATIVELY, LL • • r{p k10 IN WINDO1PjSRL •• THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: F- W Ir- _—F— 836 LBS _ J •••••• ,` 52--�-i l-�LL�� • (80 PSF)X( 524.9 LBS (MAYBE USED TO QUALIFY#10 StEEL SCREWS FROM TABLE 46) rRtc—WIDTH ` 72.7 PSF •• • •••••• THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318.THE OPENING REQUIRES A :D J • DESIGN PRESSURE OF+50.0/55.0 PSF. see • :*0609 • • • ••• FOR THE VERTICAL MULLION: Z w •••• • • •••• • • - 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+38'+1"•73'.REFERENCING SHEET Zb, ••••• • 0000 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3lB'AND WILL N J 3o •••••• • • MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Y •EXAMPLE 2 MULTIPLE MULLIENS •••• W D- • • MULL WIDTH 000000 FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH. 108',OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/•15.1 PSF 0' "'1I� • AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q Y • • FROM TABLE 12A,SHEET 16,THE 2"X 4•X.250-MULLION(LENGTH=.108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS ko Oo N • • SEE • FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ••• •1�2. SEE • SHEETS 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 o'er I F@OD�� 2a UCTAa ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVEI.Y,7HE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL �.- THE 73"DIMENSION(35-12'*35.12'+2'=73'). i - ,, ILF 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE Jr,CARE MUST BE TAKEN F 1 MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL , _ MULLION� _ - USING THE STANDARD CLIP WITH(8)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH '--SEE �SEE THEREFORE SUITABLE,FOR THE REWIRED ANCHOR CAPACITYOF 971 LBS. I4 DETAILS. DETAILFOR THE HORIZONTAL MULLIONS: OPENNG SHEETS 2J SHEETSS HEIGHTBECAUSE 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 FOR ADDUCT ADVISED IIOMULLION TYPE COULD BE CHOSEN. c01141IY D& 16e Flo 4 MULLION 72- , ,. ULdlog Octpluac � 1)THE MULLION LENGTH IS WAND THE OPENING HEIGHT IS 32-+7242-=108'.REFERENCING SHEET 25,THE COLUMN USING TRApEZgDAL1fRIANWLAR LOADING MAYBE ooH lie 41 �os, USED.FROM TABLE 12A,SHEET 18,THE 2-X 4'X.250'MULLION(@ LENGTH-42',OPENING HEIGHT=120')HASA DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP(ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' imni a LN uct Contrd SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6'J CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USINGTHE 2X5 AN CLIPS WITH 2-3 (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REWIRED \ T ANCHOR CAPACITY OF 521 LBS. - \�� CNV ]B-,HORIL 31 HORIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12D FOR THE U-CLIP SHOWS THE ANCHOR P�.•'�,\CENSE '•.F"P i ULL LENGTH MULL LENGTH CAPACITY 131074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 IBS.THE _ •'•.7'�< L."OPENINOWIDTH NO.58705 FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - ' +1.84.7 PSF FROM THE VERTICAL MULLION; •' -l �1 t S :.til +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; ATE F +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). '��.t� �: 'I,' G\� THE LOWEST DESIGN PRESSURE IS+/-64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. r �, .,LO..... \ _ VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ',��isS�OnfA�- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN . A.LYNN Mll!LE�,P.E. i ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 o- ' s EXAMPLES OF RECTANGULAR LOADING i EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: ® r`g d 1 PW PWa i N 04 SHIDH SHIDH SHIDH SHIDH I PW PW O_ N 'm I Z 04 (� Q Q Q w I c / / W o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION M ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i DOOR SGD Z LOADING OF VERTICAL MULLION j WW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION I � PW / I ~ Q 01 p N 1 PW PW 1 _ •Z 0 O I PW z PW W Y Y _ 1 D' • IL 0 HINGED I Q to N •::••• SHIDH HIWi SHIDH SHIDH Q Z O`(Q ; fj) co 0000•• Q if• I _ SHIDH a:4 0000•AFf, � • LOAdIA(�( ICAL MI�I�,JJQQ((JJ • LOADING OF HORIZONTAL MULLION •••60: SILL OF WINDO NOT ANCHUB• WITH INTERSECTING VERTICAL MULLION � 00.00 • • •001.0• I PW PW HR �Y • • • • • 0000•• •• •• •• •• • I . ! LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL • • •0•••• I MULLION • f •• • *HINGED • I NOTES:,PW i RODUCT REVISED • • '• DOOR • PWs complying with tilt plodda •••4 0 • • I t)DRAWINGS ARE uilding • • • •• 1 •`•'1 • I RERESENTATIONS OF TYPICAL a�ptonwMo PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN _ .�}1.�... MAY BE EXTRAPOLATED FROM 0pw 0 0 i —- THOSE SHOWN. W ht7� 2)IF THE LOADING TYPE CANNOT 0 4... I BE DETERMINED,USE ;`,`Q.�,•• EN F•<<F RECTANGULAR LOADING. ':' �,\CS •'• PW PW PW 3)SEE PRODUCTS'APPROVAL FOR 14 No.58705 Zi I j ACTUAL ANCHOR LOCATIONS. - /t twiT'i LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS - ; • OOOF V✓: SGD ;��'•., kCOR1UA.•'(>y� I � N�1_ LOADING OF VERTICAL LOADING OF HORIZONTAL A.CYNN IULEkP.E. MULLION MULLION FL P.El 68706 5/25/2016 Florida Building Code Online r Florida Departments SCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications I FBC Staff BCIS Site Map Links Search Busines =� Profess: -al `��' Product uApproval Regulation ,.} Product Approval Menu>Application Detail FL# FL10537-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Therma-Tru Corporation r Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbidgconsultants.com t Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Wj Validation Checklist- Hardcopy Received i Certificate of Independence FL10537 R2 COI CERTIFICATE OF INDEPENDENCE Ddf i Referenced Standard an4%eaj jaf Staiddar.V • Standard Year i i ••i i : :ASTM D1929 1996 • •• • • • • ••• AIM D2843 1999 •• ••• •• • • • •AtTM D635 2003 ASTM E1300 1998 • ••• • ••• ••4ii%STL16E84 2000 • ••ASTM G26 1995 •: :• •• :• i •TASsV1, 202, 203 1994 Equivalence of Product Standards Certified By •.• • + • • • 000 • FloPida Licensed Professional Engineer or Architect r • • • • • • F 70)537 R2 EDuiv OF STANDARDS.Ddf • •• •• • • • •• •• http://floridabuilding.orgtpr/pr_ppp dtl.aspx?param=w5EOXQwtbgtf;BJ2#/o%716BHP�SloKlDM3TW%2bU7BgCVAfdXQdWxzh5w%3d%3d 1/3 5/2512016 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/28/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/04/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 10537.1 a. "FiberClassic", "SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door- (X) Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.1 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.2 b. "FiberClassic", "SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite- "ClassicCraft"or"ClassicCraft (OX or XO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.3 c. "FiberClassic", "SmoothStar", 68"Impact"Opaque Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.3 for Design Pressure Ratings by FL10537 R2 AE Eva[ 10537.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.4 d. "FberClassic", "SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door-(XX) Inswing "ClassicCraft"or"ClassicCraft or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes • • • . Crea&"tv/•Indapendent Third Party: Yes Design Pressure: N/A • • • • EJfilifatipn Repots Other: See INST 10537.4 for Design Pressure Ratingr.by : F61063-4 A2 AE*Eval 10537.4.pdf specific Model and for any other additional use firpltajon$ ' C:VLed!.bv.Inaq"ndent Third Party: Yes and installation instructions. 10537.5 e. "FiberClassic", "$rrpotbjVr", . 6'8;Impact;Qpaque Fiberglass Double Door with Sidelites- "ClassicCraft"or"CI assictraft (09(Xe:) InswRig o:Optswing Configuration Rustic" • • • • • • • •• Limits of Use • • • Irr MIation tnstrtMions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes • • ••• Cimeated by*In4apendent Third Party: Yes Design Pressure: N/A ; ; ; 11EA14tiol ip§rts http:/tfloridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM1bjI68T-0'2SLK1aM T41E/o2��7BgCA/AfdXQdWxzh5w%3d%3d 2/3 5/25/2016 Florida Building Code Online Other: See INST 10537.5 for Design Pressure Ratings by FL10537 R2 AE Eval 10537.5.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized t for areas inside the HVHZ) Back Next t } Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 ' The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 4 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a' personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 1 4 • 4 a • � q z I I ' k I r t t - 4 1 t• 1 I y i 1- t � 1 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• http://floridabuilding.org/pr/pr_appdU.aspx?param=wGEVXQwtDCK;BJ2%2flN716BHP�S1oK1DM3TW%2bU7BgCVAfdXQdWXZh5W%3d%3d I' 3/3 R I IHERMAOTRU ��`�.• •.Qr�ii e lit THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 37.15'MAX.OVERALL �'•., �� o' FRAME WIDTH �i 0.00•••••' •:• >M SMOOTH STAR, FIBER CLASSIC 3593"MAX •,,,,�rtt� „$ CLASSIC CRAFT& CLASSIC CRAFT RUSTIC PANdWIDTH s e ><Z FIBERGLASS DOOR o INSWING/OUTSWING m IL "IMPACT' '�`� g€_ GENERAL NOTES §4 1. This product has been evaluated and B in compliance with the 5th Edition(2D14)Florida Building Code(FBC) 5 Z structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). 0 _ Cl 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material �$ z shall be beyond wall dressing or stucco. ® y � o Or 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not X 49 4Wl1 require ani Doct ria sbtant covering. Cr m 0000•• • • . ,. � c�� •4. When used in areas outside if ft/F3•'Tp"r requiring wind bome debris protection this product compiles with of o W Section 1(0.1.101 18 FBC and does not require an impact resistant covering.This product meets missile & � a •••••level"D"and iRckldes Wind&1`114'd befined in ASTM El 996 and Section 1609.1.2.2 of the FBC. • • 0 00089• � m s •&0*F:r N stud framing jonstructiop,•arrhoring of these units shall be the some.as that shown for 2x buck masonry co;*";1* sin ;1* e e c, 008•. • 0000 � 0 0 6:*We condigons that deviate kolr begletails of this drawing require further engineering analysis by a licensed engineer a jdgVgred orchitbrit. • GVi k ltc N s ••••a• • • •• DESIGN RRESSUkE(Pili)= �' e -DOOR TYRE SWING .' =fRAAfE = W z F. Outswing conllguratlons usinj L'aditIBIVIl item#4 meet water infiltration requirements for"HVHT'. {- o — 41/M tdSION POSfiIYf 41 AMM _ o 0:000. • • . • - _ _..' �N e 8. Inswing cdhVbM(P and outiMng cpnfigurations using threshold item#5 do not meet the water infiltration INS NG 37.75'x 82.25" +75,0 0 0 ••+0 Aquirements for the"HVHT'and•hal be installed only in non-habitable areas or at habitable locations SMOOTH • pfotected RQv ng di'cants fly such that the angle between the edge of canopy overhang to sill is STAR /$QQ less than 4 Q py oOUTSWIN 37.75"x80.7 . , $ o +eg'aes. �; _ TAKE OF GONIENIS SHEETt DESCRIPTION CLASSIC INSWING 37.75"x82.28' +100.0 -100.0 1 Typicalelevotions,design pressures 3 general notes CRAFT OUTSWING 37.75"x 80.75" +100.0 -100.0 -N 2 Door panel details(Smooth Star) N^o 0 3 Door panel details(Classic Craft) CLASSIC INSWING 37.75"x 82.25" +90.0 -90.0 uric 2124109 i 4 Door panel details(Classic Craft Rustic) CRAFT 5 Door panel details(Fiber Classic) RUSTIC OUTSWING 37.75"x 80.75" +90.0 -90.0 sUM N.T.S.• 9 2 6 Haaontal cross sections MO.BY: AL m' 7 Vertical cross sectors INSWING 37.75"x82 25" +75.0 -75,0 `"x'M` LF5 3 8 Buck and frame anchoring-2X buck masonry construction FIBER aurexs MD.: d 9 Frame anchoring-1X buck mosorry construction CLASSIC OUTSWING 37.75"x80.75" +gp,0 .gQ,O FL-10537.1 n 10 BB of materials 3 components srrsr_L OF 10 0 44 41 41 43 � O:' • • 46 47 EXTERIOR77777777 47 �• ''''4j41I 01 it111 1```` p M n i . o N 2 INTERIOR 46 42 lh. ' i u Z 0 2 46 e� 5poa 1 HORIZONTAL CROSS SECTION 'm d • • • •• 2 47 SE= • • V>• •••• • 41 •••••• g • •• 4.10" +{ ••••• 1 • i •••• �{ I m N • • .j o.o i••••i ••• �U111LG C> w" • a • •••• o 0 m 0 c� • EXTERIOR INTERIOR DI0 •••••• • •• • • ••• o • •• •• a •••••• •4 • •• • a� TOP RAIL LOCK STILE �c 3 m g I�u OEff•11L A-A DOORPANEL Srtroom star 41 NOTE:WOODAVL COMPONENTS:PINE(SG>=0.42) c - N U 00000000 Z 0000000 WO 0 00000000N 0000000 1.18" 00000000 0000000 �153- 0000000 00000000 0000000 t 00000000 ci 45 ° 0000000 i d 00000000 0 0000000 28.86%OPEN N� n' 0000 o AREA MAX. HINGE LE lOTTOM RAIL o 0 . 00000 N'-Z U 0000000 �2 VERTICAL CROSS SECTION o ae 2124109 11 g0000000 2 sem: N.T.S. 2 00000000 owc.BY: ql m CHK.8Y:LFS, DETAIL A•A — — y quwaa Ho.: m Panel reinforcement r € � {� FL-10537.1 n sH�r 2 of 10 m 6 0 d x 56 57 51 EXTERIOR 57 C�'••• '•;�'' m o"'s ",fill It U N•; 2 INTERIOR 56 \ E z$Z L; 3 52 9 �a 1 HORIZONTAL CROSS SECTION m a a E 56 0 g3 o 51e Ex 8 3n J 1 • 0.37'-� I m ave TYP.4 v • • 13 CORNERS a m W 0:000• • :DF PANEL ? o 0 •• • • • •• EXTERIOR INTERIOR 0 ~ 0.0.00 • r a a D • TOP RAIL LOCK SillE M :6909 0 • 0000 5t 5J ��m •••••• DETAIL A-A• J • � •0 �•OR PANE!••e�• +0000 Accrart 0000 � 3 0004• •�(EN NOTE:WOOD/sl CQMPOiS:OAI�;••AP•.PI ••E C•ORE(Sr,>=0.42) 0000•• • •• U • 00000000 pm Z d • b000000 ••: I�144• N • 0o00000 51 " 0000•• -eo000 ••Itof b1000o • �o ••00s• 00aa0000 0 1.49"-1 • • : ap00000 •• 0.34" 56 u 0000000 j tdTLlldfd 1--z v00000000 �• —L0000000000000000000000 28.86%OPEN 0000000 oAREA MAX.B0 00000 o 000000000 i 2 VERTICAL CROSS SECTION DATE: 2124109 °z_ 0 0 0 0 0 0 3 Scut: N.T.S. ° 2 00000000 pyo,BY., AL m CHKDETAIL A-A DPA M: LFS ; r Panel reinforcement FL FL-10537.1 n Sir 3 a 10 6 — d 4 31 31 ��,A N • 35 36 EXTERIOR 36 35 33 �. o �; /ll 1111 11�%� o 0°°0 U N o INTERIOR 32 h o Z px L z 4 p 9 m oo WWn ♦ ,O m • •• 1 HORIZONTAL CROSS SECTION \ "� m a m 66 ••. •• . ••.• q 36) _ a ••••: • • • p 4 •• II J� ••••• • • •• ••• �O Qcr • •� cS tz • I m W • �1.49" m u c • • CORNERS EXTERIOR INTERIOR m og •••••• • OF PANEL o b �` p Ccd • •• • �• o • • • o m •�'••• p BOTTOM RAIL I at x 3 o L DETAIL A-A DOOR PANEL o 0 Lo 0 dD classic Goff Rustic 31 u NOTE:WOOD/LVL COMPONENTS:OAK CAP,PNE CORE(SG>=0.42( 36 N N Z O 000000 Wo V) 0000000 - N 000000 0000000 F �4A5 1 WO, 000000 0000000 000000 000000 < 0000000 O _= z r' 0000000 �� ZZ 000000 TOP RAIL mnH t 0000000 0 000000 0 VERTICAL CROSS SECTION ^N o 000000 28.86%OPEN q N^Z v Z 00000 0000 AREA MAX. LOCK d HINGE Sillf ° a+>E22409 : 000000000 SCALE: N.T.S. e 0000000 °wc.BY.. AL* m 1 CHK.6f: LFS 3 DETAIL A-A _ _ — ^ T °wAVIM NO.: rc Panel reinforcement FL-10537.1 0•° x SHEET 4 or 10 ; u d 66 67 61 - EXTERIOR 67 61 63 �, 7i 4. q O UN •; 2 K INTERIOR 66 62 h Ea z m u m 6 I HORIZONTAL CROSS SECTION g WIt 5 67 € 5z p� C Li f Olt 4.10" I $ o(n 0 1.53"—1 —T II m LQ: � •p� 0 CLW Lu • • �LGCI GGA m •• • EXTERIOR INTERIOR 0 • *L • • • • a a i 169900 •••+ • •• ••• ror RAIL LOCK SfilE m • L DETAIL A-A ••••• • ••••t• - m • • 60 DOOR PANEL ••• •RberCJ.tc •• 1"; ••••• • NOTE WOOD/LVLCOMPONEA.'MAEISG>=0.121 _ 61 •• p12 Z ••••• •• q, 0000 O W O • b00000d •• o V, • OOOOOOQ •• 1.18' 67 hN '^• 00000 dd ••••• • 040000 O 00 • ••• 0000000000 r1.53 +{ •••• 0000040r 66 2s� ,; • •• -0000019 » _ 1 • • p000000 - hN Z • 900000001 ML-A Y�TI1LdF� � 65 0000000gq w 00000000 ' NNQ 0000000EN0 0 0 0 oX. HINGE STILE ITOM RA1l = .0000 O 64 6S N^Z O 00000 O 0000000 2 VERTICAL CROSS SEC17ON OA 2124109 i 2 00000000 0 0000000 5 N.T.S. 3 00000000 DWG.er: AL 0 2 s CHK er: LFS ; DETAIL A-A ow.WNG NO, � Panel reinforcement FL-10537.1 °o a sHEET5 a 10 0 i — N 'PIT,7 Imo'�'' • \\\ J'O P pf UN •• • v U •Z� • lq INTERIOR 10 §Iz m �a 0*00 •.•••• • e C O • • • 2 OZ p� • •• •• 6 • • • ;•••.. EXTERIOR 4p 30 o z ••••• • • 18 14 G �0 • • • •••• A �Q �o •.••• 60 50 �� Zw •••••• •••••i 1-1/4"MIN. �w N io E • •��.• D 4 '2 v • • • • �3�HORIZONTAL CROSS SECTION D • • i • •• 3 6 4 5 6 Shown w/1X sub-buck o •i•.•• d .•�•i 8 • • 7 7 7 7 8 p a • L • e m0.15' 0.15, M CSINK 'SINK (TYP.) C (TYP.) p. w V O N 8 9 q g N Z 4 • W o O o Ln • 10 INTERIOR INTERIOR 10 • o Fo _ a• L •n k W R- U z N N d-• • � W Z I A HG W n H < O_ Q • d' 'D N'-Z U Z 12 12 30 40 EXTERIOR EXTERIOR qp 30 14 are: 212a 09 Z 1-1/4"MIN. L C 11 50 60 60 50 C 16 MG. N.T.S. 9 F EMB.(TYP.) E owc.ar: Al m 1 HORIZONTAL CROSS SECTION _ 21 HORIZONTAL CROSS SECTION = 1,1/4"MIN. cHK.er: LFS — 6 Outswing shown-kwMng — 6 Outswi shown-inswingEMB.(TYP.) DRAWING Ho.: FL-10537.1 0 also approved aho approved o SHEET_.L OF 10 1° .4 • �� ; � =PM 10 B J ° INTERIOR EXTERIOff'i��• ••• A C d 30 40 < E g A o 0 10 9 Cw C �m 5 50 60 \ q m'°a a 0 40 30 _ 40 30 v 60 50 10 g c u 60 50 10 y . . V. .v EXTERIOR INTERIOR EXTERIOR INTERIOR p �O F �y m y 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 3 VERDCAL CROSS SECTION 7 Outswing shown-inswing ] Shown w/1 X sub-buck 7 OulSwing configuration al approved see general noifes,sheet 1 • • for•HVHT'water InfYfratron I r� 0000•• 0000•• requirements O • • • • - o 0000• • • • E �2' INTERIOR EXTERIOR INTERIORit to 0000• .••... r, .0000 0000•• • . ,� • •... •• •• • •••••• INTERIOR EXTERIOR ov u . • z 0000• •• 6 • • 50 60 50 60 d w�p o •• •• 0• � ' �o • • 1 0000•• � 00000 • • 4 10 311 40 co • ••0• 7 3 7 SO 60 m J 0000• • • 33 • 0000 � • • » Z • • � E E ♦. ♦ v . . ♦ .v.° s ° M7E: 2/24/09 i sce: N.T.S. o or 4 VERTICAL CROSS SEC17ON r5�VERTICAL CROSS SECTION ��VERTICAL CROSS SECTION cW. �` aL m 7 Inswing configurafion 7 Inswing configuration 7 Outswing configuration cwc.BY: LFS 3 see general notes,sheet 1 see general notes,sheet 1 see generd nofes,sheet 1 Ow,wmc NO, � for"HVHrwaterinflfrafon for°HVHZ•waterinfllrafion for'HVHZ"waterinflfrafion FL-10537.1 a requirements requirements requirements SHEET 7 0 10a c d r 11.5'MAX. * ;}� n 4" O.C.(TYP.) 4,' W�; to`` a o rfill11 % $ z L E D `o•a ° TYP. D TYP. D _ m ir1 L 9 TYP.HEAD& •••. •• MASONRMASONRY �� - MASONRY JAMBS d ••••OPENING • • OPENING OPENING v£Z d ••••• • • : • d FRAME k Z :•.,%C BUCK • •• •••• 2X BUo 0 � 2X BUCK c Op' • CK ••••• • ••••• g, u' o • u eg o •••• �� g� 2 WZ 03 7. • W W ,�, �O • • •••••• •• 0 U] •• '• • n mm •••••• ••• r , BUCK ANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB r DP<=80 psf 80<DP<=100 psf Masonry 2X buck constructbn = UM 0 V N 5 W m z O N " CONCRETE ANCHOR NOTES: n r I. Concrete anchor locations at the comers may be adjusted to maintain the min. 11 00 edge distance to mortarjoints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to " L L o maintain the min.edge distance to mortarjoints,additional concrete anchors 1 S >:)1 1 3 >; may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. 12 a 12A , 16 'w 'z 3. Concrete anchor table MIN.CLEARANCE MIN-CLEARANCE L N N Q ANI:HOR ANCHW :. MIN:; L -N TYPE. SIxE» . EMBEL)YNENT 1Y�MASONRY TO ADJACENT. 14 0 0 EDGE ....ANCHOIt;i: 12 12 ITIN • 1/4" 1-1/4" 2" 4" wTe 2 24/09 5 TAPCON ScuF: N.T.S. ELCO1/4" 1.1/4" 1" 4" HINGE DETAIL LATCH B DEADBOLT DETAIL Dwr.er: AL m ULTR CON41 I I LFS 3 WOOD SCREW INSTALLATION NOTES: _ — - orua►+D'ra.: �' 1.Maintain a minimum 5/8"edge distance,V end distance,8 I"o.c.spacing of FL-10537.1 0 wood screws to prevent the splitting of wood. n SHEET L Or 10 0 r ' oL AN N. o to TYP.HEAD ...........�i'�••. �O h>° a &JAMBS i��q•� �� z m o MASONRYc0g1 9 m w P OPENING \ 56, a M w w az 15 FRAME A` 0 o 17 lq ms 1X BUCK ' IV) ?z J =U LATCH d DEADBOLT DETAIL =� w C) • wo :1< ••••• ••••• . ' ? 0 J� • ' Do �LSi 00 40696 •• • •••• � m O] • • • •••• • • O ••••• • HINGPJAMP i• FRAME ANCHORING STRIKE JAMB a m ••••• :00*** �:•• Masonry 1X buck construction w o • 0 N 6 o •� • •••••• hN ••-"CREFE AUHOR VOTES, • • � 11 0 0 W I. Co((��ccrete aAtlisrloc�tions at the comers may be adjusted to maintain the min. H 102.• T.distance to md►tor joints. • • L �� 2. Cartcrete anat»r�ations no d*oi'Q&X.ON CENTER"must be adjusted to 8 a < maintain th�mlh.edge distance to mortarjoints,additional concrete anchors 12 12 may be requiredfaensure the MAX ON CENTER"dimension are not exceeded. N 3 Concrete anchor table: r L MIN CIEIIRA:NCE MITI CLEARANCE: ANCHOR ANCHOR MIN: 'N TO MASONRY TO ADJACENT 12 w�p c TYPE fMeEDMENT ... .. ..:.ANCHOR ::i 12 z a e I7N 2124109 m° Ri 1/4 -1/42TAHINGE DETAILN.T.S.— I7W me BY: AL 9 1/ 3/16" 1. 4" 3" 1.1/Y TAPCON® cHc.ar: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWM ND.: 1.Maintain a minimum 5/8"edge distance,I"end distance,d 1"o.c.spacing of FL-10537.1 °m wood screws to prevent the splitting of wood. srr 9-i- -OF 10 ® •, BILL OF MATERIALSi Y i ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A. '••: �� • • A 1 X BUCK SG 2:0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS '• 4 B 2X BUCK SG z 0.55 WOOD 31 DOOR SKIN 0.095'THK. CC RUSTIC Fy=6,000 PSI MIN. FIBERGLASS C MAX.1/4"SHIM SPACE 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD ms's •• `• • D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK&HINGE STILE CLASSIC CRAFT RUSTIC WOOD/LVL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO AC1 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC) COMP, � •.•„ � o m'm E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 35 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC STEEL ','�q1�iU1.114 %e%%%` 3 b z° G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE b % 9 r.; H 1/4"X 3-1/4'ITW"NCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS v .2-4 2-4 J 1 4"X 3,3/J ACREIE S R STEEL 41 DOOR SKIN 0.065'THK. SMOOTH STAR F =6,000 PSI MIN. FIBERGLASS •Y •INTO X 2-1/7'PFH WOOD SCRiW• • STEEL 42 TOP RAIL SMOOTH STAR COMP. ` '8 mm a a E 1 I WING THRESHOLD( AJ) ALUM./WOOD 43 LOCK STILE SMOOTH STAR WOOD/LVL �` d •!•4141SWING THRESHOLD(IS300HI5) • ALUM./COMP. 44 HINGE STILE(SMOOTH STAR WOOD v €_ 1 INSWING SELF ADJUST THER THRESHOLD(ISP30M) ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR COMP.! TSWIN O L THRESHO ALUM./WOOD 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL a 5 OUTSWINOOSTANDARD THRESNOLDb ALUM./WOOD 47 FOAM CORE POLYURETHANE • WING RESH00 ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS •!•t7dOR BO P •••• VINYL 51 DOOR SKIN 0.095'THK. CLASSIC CRAFT =6,000 PSI MIN. FIBERGLASS Of 8 JAMB PINE 46G>=0.42 SMOOT610Q,FIBER CLASSIC WOOD 52 TOP RAIL CLASSIC CRAFT COMP. g w W J B(OAK)S >=0.67 C &CC RUSTIC) WOOD 53 LOCK STILE CLASSIC CRAFT WOOD/LVL -o 10 WEATHERSTRIP • FOAM 54 HINGESTILE(CLASSICCRAFT WOOD/LVLT m � •1 GE • • • STEEL 55 BOTTOM RAIL CLASSIC CRAFT COMP. w N o0 #10 X 3/4"P S •• STEEL 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT STEEL �m 7 m� •18.0*X 3"PFH WOOD iCREW • •' STEEL 57 FOAM CORE POLYURETHANE o 14 LATCH STRrKjRAn STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 0 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065'THK. FIBER CLASSIC Fy=6,000 PSI MIN. FIBERGLASS a a 16 #8 X 2-1/7'PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. x 3 r 0 17 #8 X 3/4"PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC WOOD/LVL 00 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 HINGE STILE FIBER CLASSIC WOOD 19 KWIKSET DEADBOLT-SIGNATURE SERIES 980 STEEL 65 BOTTOM RAIL FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STEEL ~ 67 FOAM CORE POLYURETHANE N U 5.7T 5.BS' 4.57' W o N 5.87' r h N F- m v; .` O� Z }T THRESHOLD THRESHOLD "' Z KM I hw ng adjustable R Inswing ocWable S THRESHOLD THRESHOLD 4 THRESHOLD o 5.83" Uuvnng self-0dlusf vn OUtsng coastal ^N 5.75' T I I- 4S6"�� N^Z = zo DATE: 2124109 = scNr 0 N.T.S. S o J y - DWG.BY: AL m T _ - cw.BY: LFS 3 THRESHOLD- - -(�THRESHOLD - HEAD LL SIDE ' DwrnHc"°.: u e-'\ standard ° I 9 8 Jamb FL-10537.1 a mrn dp rating=+/-50.0 psf SHEET 10 OF 10 O 0 ' t R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Date: Junuarl,29, 2015 ' Product Sub Category Manufacturer Product Name Category Swinging Thiria-Tru Corporation Smooth Star,Fiber Classic,Classic Craft Exterior Exterior Door 118 Industrial Drive and Classic Craft Rustic Fiberglass Door Doors Assemblies Edgerton,01-143517 Inswing/Otrtswing Phone(419)298-1740 "Impacr Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma-Tru Corporation based on Rule Chapter No.61 G20-3,Mettaod l D of the State of Florida Product Approval,Department of Business&Professional Regulation. x RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named ' herein. Limitations: ` 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). , t 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product icomplies with Section 1626 of the Florida Building Code and does not require an impact t resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This products meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. C 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using'coastal sill item#4 meet water infiltration requirements for"HVHZ'. 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ"and.shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-10537.1 for size and design pressure limitations. t � Supporting Documents: i 1. Test Report No. Test Standard Testing Laboratory Signed by 3i TEL 01460336-A,B,C ASTM D635-03,ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. r ASTM D2843-99 , STTS00001 ASTM 626-95 Sub Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William:E. Fitch,P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing,Inc. Joseph A.Reed,P.E. TEL 06-1031-1 TAS 201-94,TAS 201-94.TAS 203-94 Testing Evaluation Lab.,lnc. Wendell W,Haney,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL 10537.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by �� rs Signed&Sealed by cH Anchoring RW Building Consultants,Inc.(CA#98131• . < q. ;.'.'_ y/ i�:��, Lyndon F.Schmidt,P.E. 4. Quality Assurance . „ . .. ..,t,,. ,>� .•• .�,, P y •� i•i:i i i • �n • Certificate of Participation issued b National Accreditation and • Management Institute,certifying that Therma-Tru Corporation is •• •a r •' t••�}as' 0,0*a manufacturing products within a quality assurance program that complies,-- with omplieswwith ISO/IEC 17020 and Guide 53. ••• • •.• a i • • •STCT•- OF* - k •i • • fi+�' i �, r•, 0 i i*',i's Lyndon F.Schmidt,P.E. • • "is o•'• .••i •'•Cvi 0 FL PE No.43409 Sheet 1 of 1 1101,79C111111000 '�, 1/30/2015 •• •• • • • •• •• •