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WSM-933Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: /34'0 Ne RECEIVED MAY ! ``p 2014 FBC 20 t0 Permit No. Master Permit No. l.;J1�yS ' 1-- 0133 ROOFING /0 3 976-�=e—% City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Flood Zone: OWNER: Name (Fee Simple Titleholder): /V.7 ��'' Phone#: ?o 318<--747-. Address: /4 96, /VE / ' �� .,....:0, - City: ,I� City: �% lr ��✓��' State: — Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: s147�� /00-V70-474�� Phone#: 4 . Address: %% - _ / : -- - AP<®0).6;01 City so .- c, State: Zip: Phone#: 542 Qualifier Name: State Certification or Registration #: C /5/ p G fS—C' Certificate of Competency #: Contact Phone#: X6'4. Le 14i Email Address: ,�.o DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Type of Work: DAddition ;Alteration Description of Work: ( / aiorz ®® Square/Linear Footage of Work: DNew ORepair/Replace DDemolition_ act%s Color thru tile: ***************************************Fees******************************************** ** Submittal Fee $ J° • 43° Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this L day of , 20a_L by �a' ,i44ar1 day of /77�_e, 20 /`I , by L viJ ROY.er, o , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY .' 1 ; LIC: Sign: Print:Q 6 1r7 My Commission Expires: 6,„.../„...„a&„ .3�",v N •• LiIL3ERT '•^i? 41�SSIOfv # EE 155789 :lE . oder ber 26, 2015 Public U • NOTARY PUBLIC: Sign: JANETT DILBERT MY COMMISSION # EE 155789 PIKES: December26, 2015 ed Th 4 otary Public Underwriters Print: ,e(iV-Z' t -f (10-)r—i • My Commission Expires: a**************************** ********�****************.,*************************************a************a APPROVED BY , Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORENO, LUIS A SKYLINE IMPACT SOLUTIONS LLC 5862 W 25TH COURT HIALEAH FL 33016 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfterldelloense.com. There you can find more information about our divisions arW the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly stove to serve you better so that you can serve your customers. Thank you for doing business in Florida. and congratulations on your new license) AC#:62.01.496 DETACH HERE STATE OP FLORIDA AC ` ? 20 1 It 9 6 DEPARTMENT OF $TISANES$ AND PROFESSIONAL ;REGULATION CGC1518150'/x',/12 118207257 CERTIFIED satorakt,Ct TRACTOR NORENO. LSI A • SKYLIN$ =MGT S pITION$ LLC IS CERTIFIED ,order the provieioae of ch.4$9 as engraft= date, Atm 31, : 2914 I,12O71300930 rLCv.+.E,1'F HAS CdLC'RE:i GA. KCRC:u J x.'ICROIVIfd twG • 1,7 NF_,Fr`�h pATENTE,D orkp STATE OF FLORIDA DEPAR SUFgD RMIR B APTI Sem L12071300930 07113/201 118207257 .: CGC1518150 T1xe GENERAL CONTRACTOR Nosed below IS CERTIFIED Under the provisions of Chapter 489 VS. Expiration date: AUG 31, 2014 LICENSE NBR MORENO, LUI A SKYLINE IltPAOT SOLUTIONS ILC 5862 2 STH COURT EAH FL 33016 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895— 954-831-4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Business Name: SKYLINE IMPACT SOLUTIONS, LLC. Receipt #: WE'23°CONTRACTOR Business Type:CONTRACTOR) Owner Name: LUIS A MORENO Business Opened:o2/02/2010 Business Location: 5933 RAVENSWOOD ROAD -BB#15 State!County/Cert/Reg:Cacis18150 DANIA BEACH Exemption Code: Business Phone: 954-983-2501 Rooms Seats Employees 3 Machines Professionals For Vending Business Only Number of Machines: Vending Type: (G Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 5.40 0.00 25.00 57.40 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: SKYLINE IMPACT SOLUTIONS,LLC. 5933 RAVENSWOOD ROAD -BB#15 DANIA BEACH, FL 33312 2013 - 2014 Receipt #025-13-00003064 Paid 12/09/2013 57.40 Acc•RF® CERTIFICATE OF LIABILITY INSURANCE DATE i oi4 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Jackson Insurance Agency,,I 2075 West 76th St Hialeah FL 33016 CONTACT Fannie Baez NAME: PHONE (305) 824-3464 FAX Nal: (305)822-8535 lagEmfbaem@jacksonagency.com INSURERS) AFFORDING COVERAGE NAIC 8 INSURER A:Lloyds Of London 524210 INSURED Skyline Impact Solutions LLC 5862 West 25th Court Hialeah FL 33016 INSURER B : ANT005701 INSURER C: 3/17/2015 INSURERD: $ 1,000,000 INSURER E : $ 100,000 INSURERF: $ Excluded COVERAGES CERTIFICATE NUMBER:CL1431700806 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR OF INSURANCE ADDLTYPE INSR INSR SUBRMID MID POLICY NUMBER POLICY F (MIMIID POLICY EXP LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY ANT005701 3/17/2014 3/17/2015 EACH OCCURRENCE $ 1,000,000 PPRREMISES (Ea ENTED accurrence) $ 100,000 MED D0, (Any one person) $ Excluded CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 GGEEML AGGREGATE UMIT APPLIES�'�'�jPER: ]L I POLICY r Tar- I I LOC $ AUTOMOBILE _ LUUiIUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED AUTOS ANON-OWNED UTOS COMBINEDSINGLE LIMIT(Ea accIdent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY (Per accident) DAMAGE $ $ UMBRELLA L1A8_ EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ OED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LLABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE IT OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- OTH- 1 TORY LIMITS ER EL EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Addltlonal Remarks Schedule, I more apace Is required) Contractors License 8 CGC1518150 • This certificate is solely for the use as " Evidence of Insurance" CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) INS025 rDninnst m © 1988-2010 ACORD CORPORATION. All rights reserved. Thm er`nPfl nein anri Inn^ arm rmni@lmrmrl nrarlre of WORfl Ro® CERTIFICATE OF LIABILITY INSURANCE DATE(1 a/li/20142ola THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER TriGen insurance Solutions, Inc. 315 SE Rimer Blvd, Suite 200L Boca Raton FL 33432 ul NAME: Chris Rhoden INC. No Ehd): (877) 987-4436 ): ADORE5S. carts@trigengroupinc.com INSURERS) AFFORDING COVERAGE NAIC # INSURER A: Guarantee Insurance Company 11398 INSURED (904) 731-9014 Convergence Employee Leasing, Inc. Convergence Employee Leasing II, Inc. Convergence Employee Leasing III, Inc. 3951 Baymeadows Road Jacksonville FL 32217 OsURERB: INSURER C: INSURER!): $ UISURERE: INSURER F : COVERAGES CERTIFICATE NUMBER: Cert ID 3405 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 TC) ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADOL INSD SUER W VD POLICY NUMBER POUCY EFF (MAUDDIYYYY) POUCY EXP (MM/DDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR PRS (RENTED PREEMIMI E SES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEM. AGGREGATE POLICY OTHER UMI. APPLIES !ECT PER: LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OSWNE HIRED AUTOS _ SCHEDDULF_D NON -OWNED AUTOS MBe NsOdED S SINGLE LIMIT COI nD $ BODILY INJURY (Per person) $ BODILY INJURY (Per acddent) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS UAB — OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORIORSCOMPENSATION AND EMPLOYERS' UABp.RY ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBEREXCLUDEDT (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN N / A WCPS00002602GIC 10/17/201310/17/2014 X STATUTE ER E.L EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POUCY LIMIT $ 1,000,000 $ $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached N mom apace Is require!) Coverage provided to leased employees and not subcontractors of : APR Bolding Group Inc dba ELE Staffing, Inc Location coverage effective: 10/17/2013 For Temporary Assignment To: Skyline Impact Solutions CERTIFICATE HOLDER CANCELLATION Miami Shores Village Fax# 305-756-8972 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DFIJVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE Cis hDwo«C. ACORD 25 (2013/04) © 1988-2013 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 1 of 1 PERMIT #: IVliami Shores Viiiage Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1, - L Z7' (NAME) o Contractor ❑ Owner o Architect Picked up 2 sets of plans and (other) Address: 57L-- From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: (Signature) RESUBMITTED DATE: (`I PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 10/21/2016 To: Current Owner 1340 NE 103 Street Miami Shores, FL Permit: WS -5-14-933 Address: 1340 NE 103 Street Miami Shores FL Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, ,0Ismael �v lSa Naranjo CB ) Building Director a 4- MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date Company Name Address City State File Location: : 5/5/2014 Project No. : Milton Cubas, PE, Inc. Designed By : mc : 1302 NE 125 St Description . : North Miami Customer Name : : FL Proj Location : F:\CALC WIND (1450 NE 103 STREET MIAMI SHORE, FL.33138).wnd Directional Procedure All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang 2 Bldg Length Along (beta) are at Eave= Ridge = Simplified Diaphragrm Building based upon ASD 175.00 mph II N/A 1.00 0.01 11.50 0.09 0.11 0.15 0.13 1.7 : 12 12.55 ft 15.60 ft 2.00 ft (Ch 27 Part 2) Design, with a Load Factor of .6 Exposure Category Flexible Structure = Kd Directional Factor = Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area D No 0.85 = 700.00 ft = 1.07 - 0.80 • 650.00 ft - 7.00 ft 8.07 Deg = Hipped • 9.50 ft = 4567.00 ft^ 67.00 ft Bldg Width Across Ridge= 82.00 ft 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 lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 • 7.53 ft = 0.19 = 540.38 ft = 0.91 = 0.88 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0 33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 MWFRS-Wall L/B ph: Net p0: Net ps: pl: pwh: pw0: = 4.14 - 1.00 • 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure Pressures for Wind Normal to 82 ft wall Pressure Pressure at top of wall (windward + leeward) _ at bottom of wall (windward + leeward) _ Side wall pressure acting uniformly outward = .54 * ph = Leeward wall pressure acting uniformly outward = .38 * ph= Windward wall pressure acting uniformly outward = ph-pl = Windward wall pressure acting uniformly outward = p0-pl = 0.82 1 47.72 psf 47.72 psf 25.77 p 18.13 f , f MWFRS-Wall Pressures for Wind Normal to 67 ft wall L/B = 1.22 ph: Net Pressure at top of wall (windward + leeward) = 46.31 psf p0: Net Pressure at bottom of wall (windward + leeward) = 46.31 psf ps: Side wall pressure acting uniformly outward = .56 * ph = 26.04 psf pl: Leeward wall pressure acting uniformly outward = .36 * ph= 16.46 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 29.85 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 29.85 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures �!ti See Table 27.6-2 Mean roof ht. Wail Pressures See Table 27.6-1 Elevation Wind Plan R Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor Zone 1 2 3 4 5 Load Casel Load Case2 psf psf .00 .00 -43.76 -39.06 -32.01 .00 .00 .00 .00 .00 = 1.214 Note: A value of '0' indicates that the zone/load case is not applicable. Hipped Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure Povh3: Overhang pressure Load Case 2: Povhl: Overhang pressure Povh3: Overhang pressure P for zone 1 for zone 3 for zone 1 for zone 3 from ihtti ;.tFaE+ pr 0,1 rt .00 psf -32.82 psf .00 psf .00 psf Date Company Address City State MECAWind Vers Developed by MECA Enterprises, : 5/5/2014 Name : Milton Cubas, PE, Inc. : 1302 NE 125 St : North Miami : FL File Location: F:\CALC WIND (1450 ion 2.1.0.6 ASCE 7-10 Inc. Copyright 2014 www.mecaenterprises.com Project No. Designed By : mc Description Customer Name : Proj Location : NE 103 STREET MIAMI SHORE, FL.33138).wnd [51 Roof not shown c' 4 Walls .6s 1 12 a J1 1 / r' 2' ' 1` 2' r L 1 2 Hip Roof 7 :8 <= 27 r Wind Pressure on Components' and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of 6 Width of Pressure Coefficient Zone Width Span Area Zone Max ft ft ft^2 GCp Description "a" = 5.02 ft Min Max P Min P GCp psf psf WND A 4.66 'x 1. WND A 4.66 'x 1. WND B 1.5'x 1.66 WND B 1.5'x 1.66 WND C 2.0' x 1.6 WND C 2.0' x 1.6 DOOR D 3.0' x 6 DOOR D 3.0' x 6 WND E 4.0' x 4.2 WND E 4.0' x 4.2 WND F 4.5' x 1.5 WND F 4.5' x 1.5 WND G 5.08' x 7. WND G 5.08' x 7. WND H 3.00' x 1. WND H 3.00' x 1. WND I 4.41'x 6.6 WND I 4.41'x 6.6 WND J 2.00'x 2.0 WND J 2.00'x 2.0 WND K 2.00' x 1. WND K 2.00' x 1. WND L 4.66 'x 2. WND L 4.66 'x 2. DOOR M 16.00' x 4.66 1.58 7.4 4 0.90 -1.10 44.49 -52.73 4.66 1.58 7.4 5 0.90 -1.40 44.49 -65.08 1.50 1.66 2.5 4 0.90 -1.10 44.49 -52.73 1.50 1.66 2.5 5 0.90 -1.40 44.49 -65.08 2.00 1.66 3.3 4 0.90 -1.10 44.49 -52.73 2.00 1.66 3.3 5 0.90 -1.40 44.49 -65.08 3.00 6.66 20.0 4 0.85 -1.05 42.52 -50.54 3.00 6.66 20.0 5 0.85 -1.29 42.52 -60.71 4.00 4.25 17.0 4 0.86 -1.06 42.98 -51.05 4.00 4.25 17.0 5 0.86 -1.32 42.98 -61.73 4.50 1.58 7.1 4 0.90 -1.10 44.49 -52.73 4.50 1.58 7.1 5 0.90 -1.40 44.49 -65.08 5.08 7.66 38.9 4 0.81 -1.00 40.62 -48.43 5.08 7.66 38.9 5 0.81 -1.19 40.62 -56.50 3.00 1.66 5.0 4 0.90 -1.10 44.49 -52.73 3.00 1.66 5.0 5 0.90 -1.40 44.49 -65.08 4.41 6.66 29.4 4 0.83 -1.02 41.42 -49.32 4.41 6.66 29.4 5 0.83 -1.23 41.42 -58.28 2.00 2.00 4.0 4 0.90 -1.10 44.49 -52.73 2.00 2.00 4.0 5 0.90 -1.40 44.49 -65.08 2.00 1.58 3.2 4 0.90 -1.10 44.49 -52.73 2.00 1.58 3.2 5 0.90 -1.40 44.49 -65.08 4.66 2.25 10.5 4 0.90 -1.10 44.35 -52.58 4.66 2.25 10.5 5 0.90 -1.39 44.35 -64.79 16.00 8.00 128.0 4 0.72 -0.90 37.24 -44.67 DOOR M 16.00' x WND N 4.33' x 1. WND N 4.33' x 1. WND 0 4.50'x 1.5 WND 0 4.50'x 1.5 WND P 2.33' x 7. WND P 2.33' x 7. l , M 16.00 8.00 128.0 5 0.72 -1.01 37.24 -48.98 4.33 1.75 7.6 4 0.90 -1.10 44.49 -52.73 4.33 1.75 7.6 5 0.90 -1.40 44.49 -65.08 4.50 1.50 6.8 4 0.90 -1.10 44.49 -52.73 4.50 1.50 6.8 5 0.90 -1.40 44.49 -65.08 2.33 7.66 19.6 4 0.85 -1.05 42.58 -50.61 2.33 7.66 19.6 5 0.85 -1.30 42.58 -60.85 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 1.03 = 41.19 psf MIAMI•DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) 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 PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ wo Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, • •Ir►odel/series, and following statement: "Miami Dade County Product Control Approved", unless other►vise •.ggtal hereme • JE1dEWA L'of tbis NOA shall be considered after a renewal application has been filed and there has been .nq change it iheel}ppltcable building code negatively affecting the performance of this product. • •'1'•Ts11M1NVTifiON of this NOA will occur after the expiration date or if there has been a revision or change . •iit tide matgtials, l}se, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 'M 1lny prodttet; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure fo comply WIDI My section of this NOA shall be cause for termination and removal of NOA. .1 VVER NT: The NOA number preceded by the words Miami—Dade County, Florida, and .followed IN the bxpiration date may be displayed in advertising literature. If any portion of the NOA is • • displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-101312 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/develoument/ NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM -5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. •••• • (S,bmitted under previous NOA No. 07-0629.10) • 2. • Glazing complies with ASTM E1300-021 04 . . • • 114: QTTALUTY ASSURANCE •; • ; : • 1. • • • rami -Dade Department of Permitting, Environment, and Regulatory Affairs . • • .•• • . • . •. E. MATAL CERTIFICATIONS • • • 1. • • : Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. • • • • • : • •four their "DuPont Batacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. •••••• 2. • Notice of Acceptance No. 11-0325.05 issued to Saluda, Inc. for their "Saflex and •.•• Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. E-1 Jaime D. Gascon ' . E. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. YTL-6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites - L.M.I.", approved on 11/23/11 and expiring on 10/18/12. •. • . . •••• ••. • . . • • • • • • •. • • • • •.. • . • • .. ••.• • • • •••• • • .. •... . • •••• • • • • • • •... . .. • .. • .•.. • • • • E-3 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 ••• • • • • ••• • • • • •• •• •• • • •• • •• • •••• •• •• •• • • • • •• • •• • • • • • •• •• • • • •• •• ••• • • • •• ••• • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) PRODUCT RENEWED will, dm 0."1" aseompgYia 1. GLAZING OPTIONS: g Be 12,--41--602- /-17 A.A. 3/8' LAM! NOM. (.402°) CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PM" PLUS MUTE OF 3/16' HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX!KEEPSAFE f ;. , ,., as «• , . MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/18° LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS. D. 7/18' LAMI NOM. (.468") CONSISTING OF (1) LITE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE0 MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. E. 13/16" LAID NOM. (.8401 CONSISTING OF LITE OF 3/16° TEMPERED GLASS,1/4' AIRSPACE, LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN PVB NOA DRAWING MAP N H (1) (1) .090 ® INTERLAYEMI R OF DUPONT BUTACITE PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. TOPIC SHEET 0 g ►R & SIDE LITES, IMPAC 2. DESIGN PRESSURES: SEE TABLES AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. ® B. POSITLVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: 6 O. XXX XO, OX XXO, OXX, OXO, AND OXXO. GENERAL. NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS1 . 8 D' I -2 1 r 1 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES2 1 .- SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE ELEVATIONS 3 VERT. SECTIONS 4 ut W REPORT 96 REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. HORIZ. SECTIONS ......_ — Q 0 r 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST 6 1- fill LL 7. REFERENCES: ATEST REPORTS FTL-4964, 6212 & 8884; ELCO ULTRACON NOA: 11.0406.01,12-0128.09; ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM EXTRUSIONS 6, 7 ANCHORAGE 8-10 r DESIGN 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY N Z _ ce.. HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS W W'' J 9. CONFIGURATIONS WHICH CONTAIN A SIDE UTE TO DOOR CONNECTION: AN. = ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM HS. = HEAT-STRENGTHENEDp TP. 0 TEMPERED Q Z ci z Z TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH O NOT REQUIRE ITEM 22 REINFORCEMENT.Q CDA CD _�� o o D Z m0 �r 0 IIIIIIIIIII m E NI�� - tag1/2" GLASS BITE ® 1/2 GIA38 BITE II°-� � Iiiii 1/2° GLASS BITE a -1i., EnERIOR EXTERIOR d CA4:1 118" AN. OR <I? 3/18° AN. OR o 1/4" AIRSPACE o 0 fir .1i § - HS. GLASS 1 HS. GLASS ` �� 3118' H8. .090 PVB INTERLAYER (DUPONTBUTACITE OR SAFLEX/KEEPSAFE r 3118° HS. GLASS .090 PVB INTERLAYER (DUPONT(WPONTBUTACITEOR SAFLEX/KEEPSAFE 3/18°,HS. GLASS 3/18" JP. e �. • • • • • .090 PVS INTERIr4YF.R • • H. •LAin iG• ;tOW.GLASS • • ��‘t t «/rte �� U. i .�` ,..... •.. N/..."., �` t92' MAXIMUM) - 3/8" LAMI MAXIMUM) 3/S° NOM. GLASS STACK NOM. 7/16" LAMI (DUPONT BU4AC 7/18' NOM GLASS STACK • ••• NOM. • • • : 13/36: 13118° OM. GLASS • STACK CILIA IG = • • =�: ,IOM: . W m `S o : J a : i ti " Q j Z "i Q� .o••• '. ,• �.,�?; d GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 • ck.AZINO.O@TION E?61Crta 1 : i,,� ' "'• vol.&.•` ••• • • • • ••• • • • • •• •• •• • • •• • •• • •••• •• •• •• • • • • •• • •• • • • • • •• •• • • • •• •• ••• • • • •• ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE UTES THE LOWER DP 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 HEIGHT X WIDTH XX WIDTH 68.79 314" 7°- 83 3/4" 87 3/4" 91 3/4" 8°-95314" 3° 37 1/2" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.8 -87.6 +64.2 -84.2 36 3/4" +75.0 Q WIDTH, -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C, D Oki 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+75.0 -75.01+75.0 -63.1 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, )0(0, OXX & OXXO THE DOOR OR SIDE UTE PREVAILS.) 1S NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES 413, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 314" 7° - 83 3/4" 87 314" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27112" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 31 112" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C, D OR E 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -81.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +352 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34,0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: 1. GLASS TYPES: A. 3/8" LAMI (118 A, .090 PVB, 3/18° HS) B. 3/8" LAM# (1/8° HS, .090 PVB, 3/16" HS) C. 7/18° LAM! (3/18" A, .090 PVB, 3/16° HS) D. 7118" LAMI (3118" HS, .090 PVB, 3/18" HS) ® E.13/16° LAN IG (3/16° TP, 1/4° AIRSPACE, 118" HS, .090 PVB, 3/18" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH =1091/2" MAX. XXCIOXX WIDTH =107 3/4° MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 518° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90° HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +87.81.87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 69 WIDE x 86° HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 873/4" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.61.43.8 PSF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 29 SIDE UTES DESIGN PRESSURE = +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEETAFQI7•REINFOQCEMENT, DETAIL. • • • • • • • • • • • • • • •• • • •• ••. •• • • • •. • .,• • • . . • .•• • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • ••• • PRODUCT NEWT."'" ascomplpinaWeil,... "t"!i DAUM N 4AccCla3Tizad- 411)81) - 2 3 0 o I1 W W 5 . °d N O 0 LL VO N ig 01 LL e -d 1 ky ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ED 731/2° MAX. 3/4" 1091/2° MAX. 38 3/4° 143 3/4" MAX. 3 "-- �— �unaa s O� i_38 MAX MAX ---.1--m-SEE NOTE 3 — � MAX." MAX __,..t.., SEE NOTE 3 r-- max. 14,70 %VAcceptance No, 4 EWhilar Dal, i0 OR & SIDE LITES, IMPACT r baying rocItetc )F 10 11005-1 D i , ID) 1 1 i , '''`` , \ 1 - (TYP.) EF E E� lE EF lE ' E{ IE E{ lE i= i X 4 4 1 Q O ,L! AC . X FNACT 0 k a SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 Jf 0)0(0�� -SEE NOTE 4 NO CHANGES SHEET' TIONS .FRENCH DOOR di M OR XO OXO 38 3/4° I z 71 3/4°MAX. MAX. MAX. A�i('ii'�� 24 9118" MAX. DLO (TYP) 33 6/W MAX. DLO ) ,� G V37112° A�� _T B D'. a o 96 3t4° MAX1 I --G Q N �aj HT.' TYP. 96 314° p M) 84 3/8° MAX. `�' I 1 " Ily DLO ' i ' 84318" I MAX.# IR r TYP. F111 II DLO (TYP.) DOOR ;�8 d 40°DDLO j I DLO HEIGHT = HEIGHT -11 3/8° WIDTH 7C = DOOR WIDTH-1216/18° 'XX' pg b N ') DI ID C IC F I F DLO WIDTH = DOOR WIDTH/2 -11 6/16° L J L J Q SIDE UTE ••• ••• • • • :.: •DLOHEGHT cclGHT 3/ =F 1 t,l ��J •• • •I DLO WIDTH • NOTES: ��IPTiii�••i ••• i i ••• A� X A� B XX O — — ` ,( ��g2`11;a z , y` ` b? Q Z 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. = 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. • • •• • • • • • • • • • • • • • 3.. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE lay,'0X', '0XO' 'XXO', 'OX(' AND 'OXXO' CONFIGURATIONS. • • • • • • • • • • • 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • • • • • • • • • • • • • 6. CLEAR OPENING FOR 9C' AND 70C DOORS AS FOLLOWS: (X DOORS =WIDTH - 6.646) ()OC DOOR = DOOR WIDTH12 4.079) • • • • • • • • • • • • • • • i a d II/ O� - y •• '1 Z 4-1a- :, g• CO�• -' .,1 • ......... .' 0...0 •`' . d .,i,�� +"' `p. -.0‘ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR MAX. DOOR HEIGHT DOOR SECT. A -A VERTICAL EXTERIOR MAX DLO SL SECT, B -B VERTICAL INTERIOR IT SL VIEW G -G CORNER ASSEMBLY •• ••• • • • • • •• e94ssrt��0 60.11:11 . surpSiding Da t a—tom 2 • .. . ` 0%IUIl I1/ ,, •• •• • �` �? .* •... �hij� ....... • • 000 • • • • • • • •.•• .f. 6 • • • • • • • • • • • • • -:::.:714 ,...% 4.Z. •..y.., a • • •• • • • • •''''''':;e7 �,,?'6 FSO ��• • • • • • • • • •• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • —� AA MA ,uIiSE Ln HEIG ® IL SL SECT, B -B VERTICAL INTERIOR IT SL VIEW G -G CORNER ASSEMBLY •• ••• • • • • • •• e94ssrt��0 60.11:11 . surpSiding Da t a—tom 2 • .. . ` 0%IUIl I1/ ,, •• •• • �` �? .* •... �hij� ....... • • 000 • • • • • • • •.•• .f. 6 • • • • • • • • • • • • • -:::.:714 ,...% 4.Z. •..y.., a • • •• • • • • •''''''':;e7 �,,?'6 FSO ��• • • • • • • • • •• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • •, • ••• • 0 'XX' PRODUCT RIMMED m complying with the Florida MAX. WIDTH j d AucepiencePr 1Z.— 05I (o . 7 Coneal • • N D �--� ism! �f�j 1 '• ' L moi; I��= _■ ��, V MAX DLO. + 'XX' SECT. C-C MAX DLO pro ® V 4 O SIDE LITES, IMP ©0 0 HORIZ. 0 0 0 ® SIHI "' 'X CD C) max. WIDTH L.L. SHEET co1 Z 8 o i■ _ ... w La ..N W.. ,. .. r_-L9M AA ,J U CO I I _I r INTERIOR e� 1 d MAX � DLO -' 'X' ..C;11 N o g SECT. D-D Q 0 0 0 EXTERIOR HORIZ. SPAC}NG, SAME AS el MAX. SL JAMB ANCHOR SPACING ^� 4�v WIDTH �� (SEE SHEETS ?, 8 AND 9) MAX. SL WIDTH ! ((ai 8T rg•-• i lgi *, 1 ,1 1 i,.• El 0 : b — !b1 1111% .... i; 0 • • • • • •• I • 0%111l�ll ,, - �■ i aj1'� j ii •• /01, ; — - .. DLO SL SECT. E-E V SEE Q NOTES 0FOR TABLES 7 AND 2 AND r DLO ON SHEETS 9 & 2 APPLICABILITY SL SECT. ' • • • • • • • • •.• -� • • •• i ";,;(0(:;•.. • i i i �; w' $ �LL &&: 4 �6 z ' v, gs 3 Z, , , e �'; �� f n • • •• •• • HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) : : • • • •• •• : •:: �{6- ,,t • .........R� `N'` d •: • •: ,`,'l"tirttlt"`` ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • •, • ••• • ITEM DWG 0 POTS DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 6Q300 WSTP.,Q-LON .190 X .375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FWSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRO(EPLATE 6 959 7988A FRAME HEAD STRIKEPLATE BACKING PLATE 7 934A 7832X12FPXP 08.32 X.500 PH. FL MS - S.S. W/SILICONE PATCH 8 995 70998 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 998 70998 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1870 671870 WSW, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 13 11004A $11004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 16 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 9150 60380 FRAME JAMB (OUTSWING) 21 1010 6Q300 WS1P.,Q-LON .190 X.378 HIGH 22 8808 88608M REINFORCEMENT, 1.000 X 2.750 X 0.680, 8061-T5 23 1140 78X112P8ATS 08 X 1.600 PH SQ A VS 24 1048 71048 JAMB SCREW COVER CAP 28 930 41721N STRIKE PLATE INSERT 28 1118 710X34PFA #10 X.780 PH. FL. SMS 27 7070 67070K BULB WEA1HERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10X.625 PFL FL SMS 34 913A 60378M TRUSS CLAMP 36 1130 6TRODA 5/16-18 THREADED ROD 36 990 7990NUTA 5/16.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT 88 X.78 PH. FL. MK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 879240 WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 78X12FPAW 06 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 80200K WSTP.,Q-LON .180 X .200 HIGH 47 929 74111310K LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 06 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R160F8 RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTNE PANEL) 82 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA 010X.750 PH FL SMS A ITEM DWG 0 POTO DESCRIPTION 60 9200 6920D SIDELITE HEADER 61 921D 8921 SIDEUTE SILL 62 91613 60381 SIDEUTE JAMB 63 1166 781 PQA 08 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING 070988) 85 999 7999 SIJ- GASKETS (STOCKING 010999) 66 934A 81841M SIDELITE JAMB ADAPTER 87 012 X 1.000 SHEET METAL SCREW 70 712883K SETTING BLOCK, 3132° X 1/4" X 1" W/PSA, 85 +1-5 DURO. 71 71287K SETTING BLOCK, 1/16' X1/2° X 1° WIPSA, 85 +/-5 DURO. 72 4222A 64222 BEAD, 7/18° 73 988 8988 BEAD, 318" 74 40678 64067 BEAD, 13/16" 10 90 6DURAKI4 1/4" DURASEAL IG SPACER 91 8TP248 BULB, THIN (USED IN EXTRUDED BEAD) 92 988 84988 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD), 65 +1-1 DURO. 94 GLA7JNG SILICONE, DOW 899 OR 983 95 GLASS, 3/8" LAMI -1/8" A, .90 PVB, 3118" HS 88 GLASS, 3/8" LAMI .118" HS, .90 PVB, 3118° HS 97 GLASS, 7116" LAMI- 3116" A, .90 PVB, 3/18' HS 98 GLASS, 7/18" LAMI - 3116" HS, .80 PVB, 3/16" H8 99 GLASS, 13116" LAMI 10.3/16" TP, 1/4" AIRSPACE, 1/8" H8, .80 PVB, 3/16" HS 103 OFF THE SHELF IDEAD BOLT LOCK 604 nom- 8 8 G 0 OUTSWING THRESHOLD CHANNEL COVER 6083-76 2.750--1 880- ►} ' .125- 22 TUBE MULL 6083-T5 pppDUC('RENEW O a9 °omp�y�uB pRh th°FIWid° .._ (y 4 N r I ton Hawv/i, • • • 0 • ••• • • • • x ••�, ;may`a • ••• • i O •'• �` -' • • • • • • • • • . • • • • • • •• • • • •• • •• •O�` d • •• • • • • • • ••• '''�� flllll��``` ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1.760 1.7501.760►FRQDUCPREA78WBD - CMNwithdm Floridr- 1.4811 No 1 Z- cog?? r:::-1 -j - `24.728WEAT 260 -� H ;r,,,.. P., 4.626o ! 4.726 ( 4.728 I .082- 3.000 .0506083-T6 3% STRIP CHANNEL 2 0 4.000 4.100 4.100 .062 4.87fi U .082 4.675 fd.37fi II 4.100 ( I N a'o p c' a.a DDDR FRAME, 2.125 125 µl o 20 JAMB i 6083-78 ' !_ J LU ODOOR PANEL TOP & BOTTOM 6083-T6 DOOR RAIL $1 SIDE 8083-T5 PANEL RAIL O i+ -1.600{A INTERIOR - DOOR PANEL Q 5 DDDR PANEL ASTRAGAL EXTERIOR ASTRAGAL 6063.75 8083-T5 -1.878 HIidGE 32 6063-76 I PART # 74 DOOR & SIDI p I L 0 Is - .3.656 I( I i^�- .6 + _`� '880 3.111 � _, �. 668 050 Il .760 p 883 I'.060 •883 ® W W Z A1. Ill .050--�th�- TRUSS CLAMP 3l8° GLAZING BEAD 7118" OLAZWG BEAD 050 3.000 H �•1 .683fb: a Z 8 V p r FILLER8 HEAD ADAPTER 34 73 72 r.coso 1 O 6083-75 6063-T6 808;1 709 I PC4 iN f-. 3.100-�1 1.092III�0B--- 3.000 n n h W g IG GLAawGBEAD �.� I u j 1.Ji SL JAMB 74 6083-T5 62 8083.78 !Ili 1272 1.478 }+- (� -e .830 1 .060 5.469 6212 I1 iii. FRAME HEAD 6.086 I ! 8083"76 07bO 88 7`._._,Li�• 1488 .760.050 • ••• • • • • • ••0 •078 _ / ` j ��- .•• ••• ••• •• •• •• ••• : Q5"; 4 2�Y- a 2 yw =i... -L 'z: -`1.17a51 3.100 - S O OUTSWING THRESHOLD O SL HEADER O SL SILL . • • • • -.:\, O iR• . • • 6063-76 s�3 T5 6063 -76 r8 .•. •. •• .. . •• .. • • • • • • '.. x ,. d Ti. l .'47.: .-„,....04.'•... .... •• ,,z.••.•.•. .��p‘‘\. iiutii� ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• s • • • • • •• • I ZONEC"-I I ZONE "D"IZONE "D" I HEAD _L I ZONE "E°l t ZONE °D°IZONE "E" I j , x 1 t x x 1 1'1Q - - - - x = MINIMUM JAMB ANCHOR LOCATION. z aX A x Q w - N2N Q z Rlax "' X.1 O - x In - Q m 2 XO OR OX C' z s — a ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS ANCHORAGE, ELEVATIONS ktter ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1 x xco z 1 1 x x x x 1 REQUIRED PER TABLES 3-7 ON SHEET 9. A SEE ' ZONE "C' TABLE 3„ SHT. ' ..__'ZNE "D SILL " 9 SEE TABLE ZONE °D" 4., SHT. 9 ' --� A ZONE "E" SEE TABLE 8., SHT. ' 'ZONE "D" 9 SEE TABLE 8., ' ZONE "E" SHT. 9 'i HEAD HEAD HEAD HEAD HEAD EXAMPLE HEAD HEAD HEAD HEAD HEAD ZNE ZONE "F r °E" ZONE E" I r ZONE "D° ZONE °F" ZONE ZNE ZONE "F" rt E" 1 r °E° fi ZONE "F' ZNE E ANCHORAGE SOLUTION FOR A CONCRETE 1 j ( OXXO INSTALLATION 11 la a I° w . A. 19°x833/4" SIDE LITES °B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. s OXO s 2 )0<0 OR OXX OxxO. 1 i1 PLUS B. 71 3/4"x83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, 1 SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 = (14) '!LL ILL SILL I SNL SILL {{ I SILL SILL I SILL SILL ZONE OR 2 ApICHCY2S 1 ZONE "E" SEE ZONE "F"SILL TABLE 7., SHT. ZONE --I 9 "E° _ ZONEE TABLE 7.. SHT. i' ZONE "E" A ZONE "E" ZOSEE NE TABLE ZONE 7, SHT 9"F" "E" • • •TiYPE i j17 : AT A9 -L•• • • • • a ,,i,, .N��', ``��11l111 EXAMPLE OF ANCHORAGE FORA 71 3/4" x83 3/4° 'XX' DOd? .: *la iQVCQO N1tQR �`� . • """" WITH 19"x83 3/4" SIDE LITES (SEE SOLUTION AT RH3FR7 • • • 'INCAMLE ABOVE •A J: el'', ?'0j -z NOTES: - $ o. -t' F. z APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS _ ,'i;i 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS 3" MIN. O.C. FOR CONCRETE SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • • •• • • • • - r ( • • • • • • • • • •-.JAMBS (ALL):131/4" MX, FROM CORNERS AND 23118" MAX. O.C. ••• • • • • • • • •., n • • HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. • • •• •• • • • •• •• • �...,/,/,‘,:•• """".... ,,,, 4 • • • • • LITES: 8" • • • • • •• •• • ��1� & SILL OFINE DTIION l f 1 t I t `�`\` S IND THEFROM ONFIGURARS ANCHOR QUANTITIEIDE ' 3. TO DETERMABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• s • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 0 • •• •• ••• • 0 • ••• • • TABLE 3. X DOORS ® TABLE 4. XX DOORS ® TABLE 6.0 SIDE LITE A TABLE 6. XO & OX ® TABLE 7. 02, XXO, OX)( APPROVED ANCHOR TYPES: (ALSO DOOR OF XO & OX) & OXXO ® 1.1/4° ELCO TAPCONS ixToaucrR9Nelvafl ... �, - GLASS TYPES A, 8, 0, 0, 5 GLASS TYPES A. 8, 0, D, 5 GLASS TYPES A, 8, C, 0. E ¢LASS TYPES A, 8. CD, E GLASS TYPES A, 8, C, D, E _ ANCHOR TYPE 2,3, WOOD 1,2, CONC ANCHOR TYPE 2,3, WOOD 1,2, CONIC ANCHOR TYPE 2,3, WOOD 1,2, CONC ANCHOR TYPE SUBSTRATE 2,3, WOOD 1,2, CONC ANLR TYPE & SUBSTRATE 2,3, WOOD' 1.2, CONIC 2. 114° ELCO SS4 CRETE-FLEX 8 SUBSTRATE & SUBSTRATE & SuBSTRATE & LOAD ZONES DOOR WIDTHS LOAD ZONES MASONRY ANCHORS POOR WIDTHS IN - 26.60 LOAD ZONES i i DOOR YAWNS °XX° - 47.76 11 LXX-HEAD/SILL -UWSE ALSO vs TABLE 6) r 'XX - HEADISILL'F W I TABLE 7. E XX - JAMB iS E • XX - LL ALSO WI TABLE 6.) WIDTHS °O° - 10.76 LOAD ZONES POOR WIDTHS °X - 26.60 °X' - 25.60 3. #12 SCREWS (G5) TO 37.50 a I) Edna t) f- jw TO 71.75 1 ' a ^ TO 38.75 I+ _4 )O il TO 37.50 �� bo ¢ a it (• P a TO 37.50 °JON-47.76 TO 79.76 IU 4 �' 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE ANCHOR QUANTITY LOAD ZONE TABLES LOW ALUM. FRENCH DOOR & SIDE LITES, IMPACT mom x HT: K K X K K K$ WIDTH x HT. U. x x :' xx 3 X 1 WIDTH x HT. O O O O SIDE UTE WIDTH X HT. 1 O O x x O O K X 815E WIDTH x HT. O O 7x�, X O O rx� K SOLUTION ON SHEET 8. 26.60 x79.75 6 2 7 4 2 3 47.75 x79.78 4 3 6 4 2 3 10.76 x79.76 4 1 4 1 10.76 x 79.76 4 2 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUAN1TflES FROM TABLE 4. FOR DOOR WIDTL� 10.76 x79.76 4 2 MES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 LTIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 83.75 6 2 7 4 2 3 83.76 6 4 7 4 2 3 83.76 4 1 4 1 83.75 4 2 4 2 83.76 4 2 4 2 87.76 6 2 7 4 2 3 87.76 6 4 7 4 2 3 87.76 4 1 4 1 87.76 4 2 4 2 87.76 4 2 4 2 91.76 6 2 7 4 2 5 81,75, 6 4 7 4 2 3 91.76 4 1 4 1 91.76 4 2 4 2 91.75 4 2 4 2 96.76 8 2 7 4 2 3 95.78 5 4 7 4 2 3 95.76 4 1 4 1 85.75 4 24 2 95.75 4 2 4 2 27.50x79.76 6 2 7 4 2 3 51.75 x78.75 8 4 7 4 2 3 12.75 x79.75 4 2 4 2 12.75 x79.76 4 2 2 4 2 12.76 x79.78 4 2 4 2 83.75 6 2 7 4 2 3 83.76 6 4 7 4 2 3 83.76 4 2 4 2 83.76 4 2 4 4 2 83.75 4 2 4 2 87.76 6 2 7 4 2 3 87.76 6 4 7 4 2 3 87.76 4 2 4 2 87.75 4 2 i 4 2 87.76 4 2 4 2 81.75 6 2 7 4 2 6 91.76 6 4 7 4 2 3 91.76 4 2 4 2 91.75'4 2 1. 4 2 91.76\ 4 2 4 2 86.75 6 2 7 4 2 6 95.76 8 4 7 4 3 5 95.76 4 2 4 2 96.75,4 2 g 4 2 95.76 4 2 4 2 28.60 x79.76 5 2 8 4 2 3 55.76 x79.76 6 4 7 4 2 3 19.00 x79.75 4 2 4 2 19.00 x79.78 4 3 E 4 2 19.00 x79.75 4 3 4_2 83.76 6 2 8 4 2 3 83.75 5 4 7 4 2 3 83.76 4 2 4 2 83.76\ 4 3 4 2� 83.75 4 3 87.76 6 2 8 4 2 6 87.76, 6 4 7 4 2 3 87.76 4 2 4 2 87.76 4 3 4 2 87.75\ 4 3 4 2 91.75 6 2 8 4 2 6 91.76 6 4 7 4 3 5 91.75 4 2 4 2 91.76, 4 3 4 2 91.75 4 3 4 2 95.76 6 2 8 4 2 5 85.76 8 4 8 4 3 6 95.75 4 2 4 2 95.76 4 3 8 4 2 85.76 4 3 4 2 31.60 x79.75 8 2 8 4 2 3 69.76 x79.76 6 6 8 4 2 3 21.78 x79.75 4 2 4 2 21.76 x78.76 4 34 2 21.76 x79.7& 4 3 4 2 83.76 8 2 8 4 2 5 83.75 6 6 8 4 2 3 83.78 4 2 4 2 83.75 4 3 @, 4 2 83.76 4 3 4 2 87.76 6 2 8 4 2 8 87.76 6 6 8 4 3 6 87.76 4 2 4 2 87.75 4 34 2 87.76\ 4 3 4 2 91.75 8 2 8 4 2 5 91.76, 8 5 8 4 3 8 91.75 5 2 4 2 91.76 6 3 5 4 2 91.76 8 3 4 2 95.75 7 2 10 4 2 6 95.75 8 5 8 4 3 6 95.75 6 2 4 2 95.75 8 3 4 2 95.76 6 3 4 2 33.60 x 79.75 6 3 8 4 3 3 63.75 x78.75 5 5 8 4 2 3 27.75 x79.78 6 2 4 2 27.76 x 79.75 8 3 4 2 27.75 x 79.75 6 3 4 2 83.75 6 3 8 4 3 6 83.76 8 5 8 4 3 5 83.75 6 2 4 2 83.75 5 3 9 4 2 83.75 5 3 4 2 87.75 6 3 8 4 3 5 87.76 6 5 8 4 3 6 87.78 8 2 4 2 87.75 6 3 4 4 2 87.76 8 3 4 2 91.75 7 3 10 4 3 8 91.76 8 8 8 4 3 8 91.75 6 2 4 2 91.76 8 3 9 4 3 81.75 8 3 4 3 95.75 7 3 10 4 3 5 95.75 7 8 10 4 3 5 85.76 8 2 4 2 95.76 6 3 1 4 S 95.76 8 3 4 3 36.50 x79.76 8 3 8 4 3 5 67.75 x 79.76 8 8 8 4 3 6 38.13 x79.78 8 3 4 3 38.13 x79.76 8 4 IUSE JAMB ANCHOR FROM Te 4 3 36.13 x79.76 6 4 4 3 83.75 6 3 8 4 3 5 83.76, 8 6 8 4 3 5 83.76 8 3 4 3 83.76 8 4 4 3 83.75 8 4 •4 03• • • • •• •• L 111 f 1 67.75 6 3 8 4 3 6 87.76 8 6 8 4 3 5 87.757 3 4 3 87.76 7 6 4 3 87.757 6 4 3 `,,, /T', • 1:13.34,/,/, 81.78 7 3 10 4 3 6 91.76 7 8 10 4 3 6 91.76 7 3 4 3 91.75 7 6 4 3 91.75 7 5 •4 `\`\, • , - 95.76 7 3 10 4 3 5 95.75 7 6 10 4 3 5 85.75 7 3 4 3 95.75 7 6 4 3 96.75 7 6 4 4 03, •• • • • •• I a 37.58 x 79.76 8 3 8 4 3 6 71.75 x 79.75 6 6 5 4 3 5 38.75 x 78.75 6 3 4 3 36,76 x 79.75 6 4 4 3 38.75 x 79.76 8 4 4 3 �\ o r a'; 4 8376 6 3 8 4 3 6 83.76 6 6 9 4 3+ 5) 83.76 6 3 4 3 83.76 6 4 4 3 83.75 6 4 4 3 z� �, 43: z - 87.75 7 3 10 4 3 6 87.76 8 6 9 4 3 6 87.76 7 3 4 3 87.76 7 5 4 3 87.76 7 8 •� •3 • • • 6•• : r> •T1 a ' - 91.76 7 3 10 4 3 5 91.76 7 6 10 4 3 6 91.76 7 3 4 3 91.767 6 4 3 91.75 7 De 4 3 • • • • • • t7 • • • • • •• ":,....V.. `..(<14f 96.78 7 3 10 4 3 6 96.75 7 6 10 4 3 5 95.76 7 3 4 3 95.76 7 6 4 3 85.75 7 -5 • •• d .3 • • : : • • • : : '4/A ,, .,..,.,... O`�� 4 • •• ,'' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 0 • •• •• ••• • 0 • ••• • • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM EXT, WOOD ANCHOR TYPE 2OR3, NOTE 1 1 3/4" MIN E.D fir' 13/8" TYPE 1 1 3/4" TYPE 2 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 1J Ilt 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 En. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 114" MAX. SHIM 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8"TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 �'�� « `• •• 1 3/44"" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 3/8° MIN. CONC. ANCHOR, NOTE 1 1 314° MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) " 13/4° TYPE 2 (CONC) MIN. E.D. 1.5 KSI MWMUCK U CR WOOD ri�!I� l�I6' "::':Gs. 3.4 KSI MIN. CONC. ANCHOR,_; 1I y••, f. 1 3I/4" MIN. E.D. 2ORPE 3. l •'u,^i.. 2X WOOD E%T• ' NOTE 1 Y BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT, DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR3,NOTE 1 A ►NOTE CONC. ANCHOR, NOTE 1 1/4" MAX. EXT' SHIM NOTE 3 /4" MAX. 441% : 9-"•�°� •;aM; . 13/8° TYPE : `}} 1 3/4° TYPE 2 2X WOOD BUCK, NOTE 2 MIN E.D"— 3.4 KSI MIN. CONC. DOOR SILL (WOOD) DOOR SILL (CONC) 1X WOOD BUCK, NOTE 2 .1/4" MAX. SHIM NOTES: 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 1/4" MAX. SHIM 3.4KSIMIN. ;r.�t�� ;�"._'w 3/4"TYPETYPE 21 1 •CONC. ham- • 13/4"t.; =►1 MITE. E.D. SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OP 1/4" S34 • • • • • • • • • - CRETE -FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATION /,ISE • • • 012 SCREWS, 438 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD%ACK' • • • • • • • • • DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). Ki. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BM OTHSRBO • • • MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUB �1►TE g• • • • • • WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISO�Gr N.• • • • • • • • • • •• • ••• • • • • ••• PRODUCT RENEWED meompsyingwish the N,��o^d��da OZ AcAccepancetib B2"'6.�' e V4 gMimaiI D,da Wad.tci Contra JJj Ra U 77.a cri J I ‘— UJ O od D.•0 �g O o x w Z LL O o Fc AO he hi 6 : ••••1::::: • • 'moo' tS :'•,1 • • '1,,45.' , . ••'. <(, d • • 0,,,, it n i u? , 0 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • . . • . • . . . . . . ...... DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami --Dade County) and/or the AHJ (in areas other than Miami --Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH 700" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ swiss .and following statement "Miami -Dade County Product Control Approved" unless otherwise noted herein. .. itaiNIWAL'of this NOA shall be considered after a renewal application has been filed and there has been nog change tri the aliplicable building code negatively affecting the performance of this product. •TBRMINATIOX of this NOA will occur after the expiration date or if there has been a revision or change itt the mater ,:use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of Jiff product, ger sales, advertising or any other purposes shall automatically terminate this NOA. Failure to Mita ply with It tgsection of this NOA shall be cause for termination and removal of NOA. .ADVERT) 5 NT: The NOA number preceded by the words Miami Dade County, Florida, and fill®wed by the.expiration date may be displayed in advertising literature. If any portion of the NOA is displgyed, then it lhall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315--2590, P (786) 315-2599 www.miamidade.gayktera/ APPROYED NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and F'M-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 •••• 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • •••• • • • along with marked -up drawings and installation diagram of an aluminum single hung • •• • window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test • : • Riport No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, • • • P.E. • .•• •• :•.:(Submitted under previous NOA No.07-0322.06) • •••••• 4. • • • •TTst reports on:1) Large Missile Impact Test per FBC, TAS 201-94 • •••• • •"• • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • ..:. gong with marked -up drawings and installation diagram of an aluminum single hung • •byFenestration • • • • *window, with fin frame, prepared Testing Laboratory, Inc., Test •• • • • • • • • Deports No.'s FTL-4649 and FTI. 4723, dated 10/05 and 08/11/05, both signed and •••• sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E-1 Ja a D. GasCol, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03,2011 PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2,1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fun frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and strudtural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 •••• (Submitted under previous NOA No.11-0128.03) • . ...... .... . .. • ▪ D. . QUAT:TTy ASSURANCE • .• . . • . • .' • • 1. : Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). . ; • MAt AL CERTIFICATIONS 1. • • Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. • ••• • .fot their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. • 2. • • :Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and • • • •• •• • • • • •r'anceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. . E--2 Jaime D. Gascob, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBG -2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement Letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. • ••• • • • •••• • •• • • • • • • • • • • • • i••••• • • ••••• • • • • • • •• • • • • •• •••• •• • • •••• •••• • • • •• •• • • •••• • • •• • • •• • • • ••• • •••• • • • • •• • • • • • E-3 . Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18' LAMA CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIXEEP8AFE MAXIMUM PVB INTERLAYER. B. 8H8" LAM! CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF U8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR BAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. O 5118' LAMA CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMA CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) UTE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM PVB. F. 7/18" LAM! CONSISTING OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 0.13/18° LAMA 10: (1) LITE OF 1/W TEMPERED GLASS, AN AIR SPACE AND 8/18" LAM CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX0 EEPBAFE MAXIMUM PVB INTERLAYER. A H. 13/18' LAM! IG (1) LITE OF 1AW TEMPERED GLASS, AN AIR SPACE AND 818" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/18' LAM 1G: (1) UTE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 8/18" LAMA CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEP8AFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMA IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7118° LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18' LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) UTE OF 5118' ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB. L.13/18' LAMB 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LRES OF 3/18• HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. ®M.13/18" LAMA ICS (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 8118° IAN CONSISTING OF (2) LITES OF 1A8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) g. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4848, FT44848, FTL-4847, FTL-4848, FTL-4849, FT44650, FTL-4851, FTL•4723, FTL-4987, FTL-4958 AND FTL-6083. ANSUAF&PA NDS -2001 FOR W000 CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). •• •e• • • •• • • •e • • • • • • •• ••• •• • • • . • •• NOA DRAWING MAP SM9ET GENERAL NOTES1 GLAZING DETAILS.. 2 DESIGN PRESSURES3 ELEVATIONS.. 4 VERT. SECTIONS8 HORIZ. SECTIONS..........,, 8 PARTS LIST 8 CORNERDETAIL7 ANCHORAGE. 8-11 Remo JJs PJC 7 � /0 WOW! Dalt 1U1S/B8 /O8 Daggett 0 Ragekber0 CkdebetB B3 HOW FOC UPDATE CHANGED CAP GL4SS TYPE 70MAMBO FROMHB CHANGE NOM Bel Y. ACO 1/0MEL ADD GLOB TYPE M TON= 11 GZAZSNO OPTIONS Debt 21151107 1070TEc I ZLODYDR E NOICOMA SIM P.O. B9X 1670 AIDICOJAM,FL81174 l�tatb(y Batter' GEI RAL NVIES. • f • • • •• MALUM.. S►IIIGW1Liee•a • re l HINDI(), IMPACT • • salt • NTS 1•x11 4•• 20 D \\ NN‘ 1.4 /414 1111, u ah' 1a 6a1� ' 0. -Lary gyp'o.Qr: IONA' \` A. LtY I' LLI i, P.E. FL P.E.B 88705 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1/2" NOM. GLASS BITE 411p1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/S° ANNEALED OR HEAT STRENGTHENED GLASS 8118° NOM. 5/16° LAMINATED GLASS } �t6,87,88 or 112" NOM. GLASS SITE } A NOTE: LAPAI 10 OUTBOARD LITES MAY BE UPGRADED TO 3118° WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR C> (!LLL SECTIONS) 3118° ANNEALED OR HEAT STRENGTHENED GLASS OLE SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/16° LAMINATED GLASS J �f Mr ANNEALED OR HEAT STRENGTHENED GLASS ^-- .090 SOLUTIA OR DUPONT PVB INTERLAYER t— 1i" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED AIR SPACE -- 116" ANNEALED OR TEMPERED GLASS 13!16" NOM. 13/16° LAMI IG GLASS W/ 5/16° LAME NO OHANOEB THIS SHEET CHANCW OAP GL.488 TYPE TO TIS FROMN8 ADD ITEM92 70ANBGIM9LO. 0&ASS AM)8LAMleNOTE oec 2 707 1070 TECHNOLOGY ORM! *Noma, FL Ma NOKOhIS�FL 84V4 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTP.RIAYEt 31164 ANNEALED OR HEAT STRENGTHENED GLASS •7L16INAIED ATTR SPAglE • • • • • • • • • • • • • lir mamma kiIts •13/16"IO M • • • • •• 13/16° LAME IG GTJ►SSlWtTI16h1.AM1 • • PIG. 11 • Vbibb. Better GLAaroo DU/1M • • • 4w1.. SIMMERING VIUNDpY1 MAPA -CT • •••P• 10 • WMr • Oe��P'R'•4W7/hN O F� • rd 11 I•• D „\•`V ‘,YNN MulF''�i �, tiZO ;GENS• ‘40.0305 ,,A oO ''FStONA� tct, A. L'%IIMVMILW P.E. FL P.E.# 68706 ••• • • • •••• • • • • • •••• • • • • s • • • • • ••• •• • • • • •• •• • • • •••• ••• • • ••• • • 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS IN/ HIGH SILL OPTION A TABLE t TIP -TO -TIP FRAME DIMENSIONS WINDOW MOM WIDTH 63" 68" 68" 70" 72" 74" 76" 48" A,B,M +BOA 40.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +50 -00.0 +80.0 -60.0 +79.0 790 82" A,B,M +50.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +78.8 -78.8 +77.8 77.3 +79.9 -78.9 83118" A,8,M +80.0 40.0 +80.0 -80.0 +79.8 •79.8 +78.2 -78.2 +76.9 78.9 +96.4 78.4 +74.0 74.0 UP TO 83 418", C,D,I,F,O,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION ® TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HE85NT WIDT14 383/8" 44" 606/8" 63" 72" 74" 78" 48" A,i;,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 80" A,B,M +80.0 40.0 +80.0 40.0 +80.0 40.0 +79.9 79.9 +70.0 -70.0 +70.0 -70.0 +700 -70.0 62" A,B,M +50.0 -80.0 +80.0 40.0 +80.0 -80.0 +78.9 -78.9 +70.0 70.0 +88.8 -88.8 +87.8 437.0 83118" A,13,51 +80.0 -80.0 +80.0 40.0 +80.0 461.0 +75.0 -78.0 +80.0 438.0 +88.7 -68.7 +85.5 -88.0 UP TO 83 U#" C,D,E,P,O,H,LJ,K,L +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP RAMS DIMENSIONS warns GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIOHT (MAX. WINDOW HT. W/ SASH • 76" FLANGED AND 76" INTEGRAL 11161) 17118" 2a 11/16" 831/8" D,E,F,J.K,L +80.0 [ -60.0 +88.01 0.0 28 34* t 33 3/4" +80.01 40.0 t +80.0 [ 40.0 39 6116" 44 13/16" 60 3/6" IO 16116" +70.01 -70.0 +70.0 {70.0 +70.0 1 -70.0 +70.0 1 70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 8/18" LAM/- (1/91%,.090,1/8"A) F1L-4847.4840.4723, 4967 8.6116" LAM/- (1/8'A,.099,1/8"HS) IM -4847, 4848 C. 6118" LANG- (1/8%60..o$0,1/8"H$) ML -4847, 4848 D. 7118" LAM/ • (3H8"A,.090, 3/18"A) F1L-4948, 4885 E. 7118" LAM/ • (3/181L.090, 3/16"HS) FR. -4848 F. 7/18" LAM) - (6118"48,.090, 3/16"H$) FR. -4848 0.13/18" LAMA 03.1/8" T, AR SPACE, 6119" LAM). (1/8"A,.090,1/8"A) FTL.4848, 4723 14.13/18" LAM/ 93 -1/8" T, AIR SPACE, 61161 LAM/ - (1/8"A,.090,1/81H8) FTL-4048 I. 13/16" LAMP 10 - 1/8" T, AM SPACE, 6118" LAM/ - (118'H8,.090,1/8"HS) FIL-4048 .1.13/18" LAM! 10.118" T, AIR SPACE, 7/18" LAMI - (3/18"A,.090, 3/16"A) F IL -4849, 4850 K. 13/18" LAM) Ki -1/8" T, AIR SPACE, 7/18" LAM) - (3/18'A,.0110, 3/18"H8) FTL-4049, 4850, 4858 L 16118" LAW 10 - U6" T, AM SPACE, 7/18" LAM) - (3/19"H8,.0$0, 3/16148) FTL-4649, 4860 M.13118' 1A54193 -1/8"A, AIR SPACE, 8/18" LAM) - (1/8"A,.080, 1/8"A)ik F11.4003 _ • • • • • • • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE UNITED TOA POSITIVE DESIGN PRESSURE OF +84.0 PSF OR PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE 9. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 126/8" MINIMUM TO 38" MAXIMUM. I I I MEETING RAIL "X" r MEETING RAIL I �® MINUS SASH HT. MEETING RAIL %1'111 • • •• LOWE/PAS. SHSWN wr% : a1 GA?I'E DESIGN FLAN•Ob TIMTIP SIMMONS, 4� PRODUCTes complying with the Florida 8u0dlns Cad.3- O Ma:Pm 14 snow swam Room F F./C x/11 040111 11//196 Sas e.e•m O 0 fiboste40 NOOHANQEBTKO 8H1E7 CHANOEO CAP GLASS TYPO 70 7EAVERED FROMM TO IF =SWUM REF MUM Nom IssecLowlow nom FL 0405 B8Oq0t,5a NDPA AS. F 3494 act Vlstbb Better DEG* PRVEVR&S • • , C Wei I42N Q AQT woo' ere • Ari • 3•d 11 ..'42408-20 D G tit leu;' 4,, * : 140• 58705 a LYi P.E. FL P.E.# 68706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • •• • • • • • • •• .• •• • • • •• •• •• • • ••• • • SEE DLO TABLE 531/8" MAX. FLANGED WIDTHA 821/8" MAX. I.F. WIDTH LU 1 75"I.F. MAX• .—./ HEi A SEE DLO ® TABLE 78" MAX. FLANGED HEIGHT SEE DLO TABLE (MAX) 481/4• MAX. VENT DLO (ALL) DETAIL A 1/1 FLANGED SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) E1 8 DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 1166166 10/07/H 6.116.6 D NO CHANGES 7NN24E2T 6.16166 Raid* F1L 06.666 Best U•I •ec IVO= Dem A75 Raftleac 0 Osaka. 8 ae.a.eer J.d NOCHANCES n88 SHEET AGO OIT i AI. PIN/LF.)VERBICM CHO. NOTE 9. ADD NOTE 4. Dea 10R'TECHNOLOGY ORM NUM& 9, 8.84275 P.O. BOMB NOICOMIR 11.1 4274 eGing Barrer •• • . • • • • • • • • • • • • • • • C1 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL PACED UTE LOW SILL HIGH SILL A 341/2' 34 3/18" B 41 5/8' 41 1/4" C 41 1/4" 40 7/8' 0 82 5/8" 5211/18' E 521/4' 52 5/18' SASH LOW HKGH DETAIL SILL SILL A 341/2' 34 3/15' B 27 7/18" 271/8" C 27 7119' 2718' D 18 3/8" 153/4" E 16 3/8" 153/4" .voLE 5._ PRODUCT REVISED somplyIng with the Florida BAUM COP.Acceptant+, Por `0,11111111 s) 6, �\+O �p6NSe •.'Q i. it • PIA. 55705E gE �?Co •• ALUM. N HUN(WHW MPACT•i. '''A ''S4AOR11AE•• a- • 1•afi•: • • • • 3N700 NTS1 4 4 11 4040-20 D FL P.E.# 58705 •• ••• •• • • • •• ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,1 lil 1!Al o -- IIS o0 2.710' MAX. FIXED UTE DAYUGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (LF.) FRAME SECTIONS® OUTSID ALF. FRAME—Nin OUTSIDE , oo •• ••Q. • . • .. • •• • • • • ••• • • • • • • • • SECTION,CO • RADIUS TOP (HEAD DETAIL- FLANGED VERSION) Deka 18107111 SECTION B -B (LOW SILL SHOWN) NOCHANGES 7W8SHEET OQAM/t t t 1430 8 Deft WV05 wwum B NO CHANGES MIS SHEET ADD LP. SECTli ON$& OONSOLfDA7E BAL. COMPONENTS Ofrmb/o 4.4 Oda 7 ALTERNATE HIGH SILL 1O70TECHNOLOGY cave NOKOMIS, FL 34$76 P.O. MX 1529 B, FL SCA V,tbefy Better ••••• ar.@wr • • • • S • • �"YTi'`S • • . ••• ALLIIN. giNGiE truAla YV/ OF l4P4ci • 8117119l HalfI (J a }} 4U4? O • 1 D • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM2 3 5 $ 7 6 8 10 11 12 13 15 18 17 16 19 21 23 25 DWGB 4002A 1186 40030 1026 . 4004 4025 4026 4029 1080 DESCRIPTION FLANGE FRAME HEAD 98 X1.000 QUAD PH. SMS FLANGE FRAME SILL (LOW ELL) /CHOW OPEN CELL FOPMPAD FLANGE FRAME SIGH S /ASE SASH STOP )1.128 LONG P0T0 812226 781PQA 812228 7PAD1626 612227 812244 012244 SP64AL BN.AWCE, 318°, 6B°, OR 11/18° A BALANCE COVER, 3/9" OR 6/8" 98 X.760 PH. SMS BALANCE 8077074ORACKET 10881086 SASH TOP GUIDE 08 X 1 PHILLIPS FLAT HEAD S. 8IL 1080.1 4063 4029-1 BALANCE DOVER, 11/18° 1A8H8' CCI M BASH BRA010er 9642X 1/1" LG. PH. FH. TYPE F S. OIL 2$ 27 26 30 4084C 40082 1235 1096 1016 FD(EI?660771N0 RAIL SASH foi. RAIL W iP.,.11`0 X.no 8ACK, Fed sot. SWEW3 LATCH 110 X.828 PH. FLEW 8EA1.CVR916 7EN:11 K1' 42504 78X1FPAx 8 �4� 0 7W-BRKT 7832X12FPFX 840640 84000 676180 71068 A 7 4007 1228 31 4008 34 1288 BASH sorrows. (LOW SILL) WSTP" PULS VINYL SASH SCE RAIL IMHPA¢80UIDE 812230 070249 1 42601 36 1822 (.AM 84//846 BLOCK 3/32"x26/84" x 1" 38 1052 LAM EC) SETI1NGBLOCK 1"X3/4"X 118° 7102* 05* 71 37 1224 38 122$ 41 40390 42 40448 44 4222A 46 9880 VOM GLA2. 8E41 OMB (THl2Kj MAW; BEM Buie RHO.) (8 GBWO,818LMtGLA88. GtA104G D, s18 tiver MAIL KIT SLAMS MD, /MP Ohl G1AZIN616EAf,718°(.AMVWGR4.L KIT 6 4S KK 48 640393 6447(3 04222 6986 48 4087 GLA20N0BEAD, 1318° LAM LQ. 94067 47 40/1A 48 4072A 49 4073A LF. 8040 FRAVE, LF. LOW PRASE, LST, H10H$U.l. 84071 04072 84073 60 40748 , 52 4009 FRAME, I.P. MB 84074 811.1. LATCH (EGRESS) (LOW SILL) t3PR6VG �, LATCH 704009 83 1088 54 2740 $1LL 1.A (1410H ) 65 1014 SCREEN (NOR. . VER.) 74PRN0 62740 81014 66 1830 SCREEN CORNER KEYWRINGS 71830 87 1831 88 1073 CORNER KEY VWOUT RINGS BEEN 680840 71831 7C/SP 59 1824 SCREEN SPLINE • .138 DIA FOAM! 61624K nod fut w,wen 1QD7H1 088411 NOO 46G&8711188H8T OHANIEDOPPWA887YF8/07 FRoMFB 11/1.94!8 SOS FIC 4,1 47 X7.94 If8M21. ISWIRENNOWEV DRIVE NOMA FL MI P.0.6QX 1659 NOOOMS.PL$ 2Y4 OWGI 8088 60 1835 SCREEN SPLINE- .138 DIA HARD 618386K 81 SCREEN CLOTH 61616 63 505 GLAZING CHANNEL .686 X.600) 6633402 M 67 88 1101 #O X 1.000 PH. BUGLETEtX CLAM* IIOX1/h.7/1Buse 4061A iMGH 8b1TOMda mom SILL) 708X1 seovisio 69 70 80 81 82 4030A FLANGE FRAAE 801 (HIGH 80.4 S0.IC0NE, DOW888,1196 OR ROW A GLASS stir LAM. (1Ai"r0oo WAWA) 8. GLASS, 616'LAM, (1,8"/!090 PV8,1l5°HS) 0, GLANS, Qd16` LAM, (1/$°H8M000 PV8118°H8) 84060 89 84 88 D. GLASS. 718° LAM, (1B°Ar690 PV8,118"P4 E. 0.488, 716' LN4 (1/8"4.060 PV8,116118) P. GLASS, 716° LAM (14°/18,.040 siUS,1/6°H$) 86 87 88 0. CLASS, 1316" LAM t0,t;1/6°fi AIR SPADE, 616° LAA®, (14)°4.090 PV8.1/8'A) /1.0$.498,1318° LhM 10; 'um, AIR SPACE, 618" LAM, (118°4,.090 PV11,1/81450 1. GLASS, 13/16. LAM 00;1181', A6't $ 4CE, 6/10" LAM, Melte ASO PM8,118"M J 89 90 91 AI! SLAM 1318" LAAM K011 q 41014Pb E, j1I x(119/4.0$0 PVA, J. GLASS, 13/1rLAM K1;11817, AIR SPACE, 718" LAA14, (3/16"4.080 PV8,3118V0 K. GLASS, 13/e° LAM 11141/81, AIR SPM, 718° LN ' 8°4.080 P1i13,311rH$) L. GLASS, 1318° LAM It# 1i8"f• AER IDPA4i8, 710"UTA41, (3i16148,.090 47 FRAME I.F. HEAD ® #40714, 806348 ••• • . • • • ®®FRAME" .F. HIGH BELL 84076A, 6063.16 (USED A8 RADIUS TOP HEAD) act Visteto Dater a. ...• ALUM9 SM9O •1 • • . . • • HUN®{NA 1tIkRACf .� • i 2 II t 404140 • I IntODUCT REVISED Cum A °ems :171:121 tt11111,, M!L(FR 'i'' sos��• osll ice. 41P A. LYI*1 AAOAEt4`a.E. FL P.E.A 68708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1- 2.764 1 1.383 0 FLANGE FRAME HEAD �J #4002A, 6063-T6 .062 1 749 12.710 6 FLANGE FRAME JAMB 84004, 609376 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL *40541, 6083HD-T8® �--2.784-- 0 FLANGE FRAME SILL (LOW) #40030,806378 Jl" 1-.-1.491+4 OSASH STOP 84025, 6083-T6 —2278 T 1.707 23 SASH TOP RAIL 54006C,6063H8•T6 062 3.446 2.946 2.784 ----•I 0 FLANGE FRAME SILL (HIGH) 54060A, 606376 10/07H9 R•ibc O rt�vr°n C RsdYd„c B JJ. NO CHANGES THIS SHEET NOCHANGES THIS SHEET 1.643 I-.738 r.040 OSASH STOP COVER 17 *4053 6063413 ®-I.F. FRAME SEALANT ALONG ENTIRE JOINT IF. FRAME® SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (1/1 8 VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .062 ties r- 1 1.349 0 SASH S DE RAIL 84008, 608378 O SASH BOTTOM RAIL(LOW) 54007,6003-T5 2.3213--1 2.638 ® SASH BOTTOM RAIL (HIGH) 54051A, 6083T5 IJPDA7EFR48ECOMER ASSSWILYTOINOLUDELF. RPM Of Al f f1Y. 2/2&07 TE0144O100YDRNH NO OMIS, FL 842Th P.D. BOX M29 NOKOA98, FL9494 -0131 .878 1.096+ ---IT O GLAZING BEAD 7/16° 54222. 606346 .050 •• 1.1154--4 T, .1157■ •1f • . 46 GLAZING BEAD,4/716°' • • 5985C,6063 -T5 (USED W/ GRILL KIT) ••• 1Z42b' Bawer .678 1.099-{--►{ 41 GLAZING BE 06/16° *40398, 608146 .050 1.088 1 . -►i } GLAZING BEAD, 6116" #40448, 8063376 (USED WI GRILL KIT) .6133 •• • • 1 `@ AaliN$ BEAD 13/16° IG EXTfiILSIOIV$ & FRIA f!_OI NER PAIL• • ALUIi. 1-IUNd WIai�IDbVI� IMPAC= Odr1,0/tl •r rho* • • • • 1 4040.2.0 D S1100 Hoff 7 d 11 'as camplykkg viith, Ilia ' Buildinglorida Cade Amputee No •11111111,, `•`-�V t NN WO Ir. wz- A. L1441/MILLteP.E. FL P.E.# 8179i ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • ••• ••• • • •• •• ANCHOR SUBSTRATE: ANCHOR TYPE. QUANTITIES FORM FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 68.803 64.603 76.000 MC V ° �g0t•► -i5e4. G� ZMt3 "1N''$`.t�`t.1 '"N`J M0 t' �"fi 2.0 Bar �2p:r►0 U`3 2 44$'" Oto `+t w8 p2 p2Mo -8a§ O2 8-8 O2 WINDOW WIDTH AW TYPE a �y 19.128 C,D,E,F,G, H, AK,L �1 '`L 1 1111 1 112 1 1 111112221222(2 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 3 1 212 1 313 21-2-2F2 2 2 2 2 21 2 212 21-2- 212 212 212 21-2 B 1 1-1-2- _1 ir 1 1 9 1 -1-1-2- 1 1r 1 :Ili 1 1 -iii---iii- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212 -2-r2 2(2 212 212 -211 -2Ti 2(2 212 212 2 2 2 3 272 313 C,D,E,F,G, 1 1 1 1 1 1 ,--21-i 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 11,10/XL 1 21 11 21 21 21722121122(221222212222222232122122T32122Ti33212313 A B, M 1 1 1 _1 1 91 2 1 112 1 2 2711-i 1 1 212 1 -21i 1 1 212 1 212 1 1 1 9 213 21i 1 1 1 1 1 1 1 1(2 1(1 1(2 112 212 2(2 212 212 2(3 212 2(3 31-3--212 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1(2122(223122223122323222(323222331322333432333(43344 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 112 2(2 2 3 112 2(2 2(3 1(2 213 213 2 2 2 3 2 3 2 2 2 3 313 2(2 313 314 3 2 3(3 3(4 313 4 4 37.000 C,D,E,F,G, N.101,1(.1-2 1 2 1 11 ` 1 -2Ti 1 2 3.1 1 2 1 2 3 2 2 3 1 2 2 2 1 2 2 1 2 2 1 2 1 2 2 1 2 2 -5F5- 2 3 2 3 2(2 2 3 2 3 213 2 3 3 4 2 (3 313 914 313 3 4 313 474 AB,M 1 1 1 1 1 1 2 1 1 2 1 -1111-11 2 2 1 2 2 1 2 2 1 2 2 1 2 -4171 212 112 212 213 1 2232321221323 2132(32133423333(43133(4 316 313 40.000 PSF 79 C,D,E,F,G, IIAJ,K,L 2 2 2 2 -21-1 2 2 2 2 2 3 2 2 3©© 2 2 2 31111111(11f4 2 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 1 2 212 314 213 314 3 6 3 3 3 4 4 6 3 3 4 4 AAM2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 2 3(41(1111 2 2 2 314 2 418 2 313 2 4(4 212 1(2 212 213 212 213 213 2 2 213 213 213 213 214 2 3 313 314 44.000 PSF 79 C,D,E,F,G, 14,1,1,K,L 2 2 2 2 2 2 2 2 7 2 2 3 2 212 2 3 3 2 214 2 2-13 2 3 3 2 374 - 2 2 2 2 -2-11 2 37 4 2 318 2 313 2 314 2 418 2 314 2 16 2222221f3 213 3134 AAM2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 4 2 2 3 2 3 4 2 2 2 2 2 2 212 212 212 213 212 2 3 2 3 2(2 313 214 211 -iii 314 213 316 313 314 4 8 314 416 48.000 PSF 78 79 C,D,E,F,G, 1-1,61,1cL 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 Ili, 2 2 2 2 2 2 2 2 3 2 2 3 411 2 2 212 212 2 3 3 4-314 2 3 3 4 3 8 3 3 3 4 3 8 3 3 4 6 3 4 8 8 ABA212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 212 212 213 212 213 314 213 313 314 213 314 ,314 213 3(4 316 313 314, 315 313 416 418 314 818 PSE 72 79 79 • • • • • • • • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2. 3 3 2 '•i_ 63.128 H,I,J,K,L 22222223 ill 2334233434213314343334015334446344) _2 4 313 8 AA'M 2 2 2 2 2 2 2 3 4 2 2 3 2 3 4 2 87-4 2 2T 3 2 3 4 3 3 4 2 3 3 2 3 316 2 3T3 2 -4-71 3 -4T1-3 2� 3 3 2 415 3 2 -4113- 3 4 •3 4 6 212 2 2 212 213 212111 314 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4° ELCO TAPCONS 2.1/4" ELCO 864 CRETE -FLEX ® 3-#1200REWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18112° MAX. FROM TOP CORNERS JAMBS - 17 112" MAX. FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ® E 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED W WDOWS. INTEGRAL FIN DIMENSIONS ARE 1• LESS. B. DESi P SURE UMITATIONS: SITE EOF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE AND GLASS TYPE 18 AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAM ABOVE MTG. RAIL. JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) • • • • 491-G.RML • • 8EL6W MTC. RAIL PRODUCT REMIND ss complying with Rha Molds Building Cods Acseplance No• 118AArn oft 04/OW1 Imo 11/1&06 7/80145 Itafsbar D lisofdrait c 8 JL NOCHANGES fl SHEET NO CHANGES 71086N ETT MOWS ISMAPASTRICTEDBYSIZE. 2129/07 MSS 7 8O.OQYOAN6 NO3, RR 8453 P.O.8QIC 1e2O NOKOMIS, FL 3074 arm 14st8la Bluer ANGHOMbstACU 1 f! 4NDQW . • • ALUAiI. SINGLE' M1I1(O IAAR C sari.* • •+r -• as 8/17!03 NTS 8 'u 11 • 460,1a D '1/4 • g gI08• . Q• to .• 2p.SE� VA/ C9 5�FSSiCINN\ . A. LYI14iMII@@E, P.E. FL P.E.# 08708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR SUBSTRATE: NNCFDRTYPE\`oNV QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.855 37.155 44.80U55 52.155 59.855 87.1555 74.855 76.000 0 0 22 0.8-8,„§.8-8,43.8-§.§-8--8022.0000000 2,10 WINDOW WDTH GLASS TYPE cm 8_14.8.-8,41„8-8,41.8,-8,4 2 2010 19.126 C,QE,F,G, H'I,J,K,L 1 11,1!1. 1 1 -if 12j22j1-2r22T2 1 1 1 1 1 Ii 1 2122j2 11 212 Ili -1[i 212 _1 212 _1_ 2j22T22122r22J2 1 1 1 1 1 ill 1 2123r23a2j2312 1 1 1 1 A,B,M 1 111 1 111 1 1 1 1 212 1 211 1 2(2 212 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 211 2 212 212 212-211-212 _1 212 212 212 -21-2-15 1T2 35 312 212 312 24.000 PSF 79 C, D, E, F, G, MAK,L 1 1 1 1 1 1 1 1T1 1 iii 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212 21-2 21-2 2r2 212 212 2r2 212 3T2 312 212 -3Ti 312 -2-11-11-2- 312 21-2-3T1 ABN 1 1 1 1 1 1 212 1 212 1 212i112 1 1 2 1 2 2 1 2 2 1 2 2 1 212 1 312 1 312 1 212 1 312 1 312 1 2 2 1 3 2 9 312 1 212 1 3I2 111 111.:1171-2T2-71171- 32.000 PSF 68 77 C,D,E,F,G, H.I.J,K.L 1 1 1 1 1 1 1 1 2 2 1 212111 2 1 2121j 1 -3-W1 2 1 312 1 313 1 313 1 2 2 1 3 3 1 413 1 312 1 413 1 413 1 312 1 413 111 111 111 2 2 2 2 212 213 ABM 1 1 1 1 1 1 2 2 _1 21 13 1 212 1 212 2 313 1 212 1 313 2 313-311 1 1 313 1 313 1 2 2 1 313 1 413 1 3 Z 1 4 3 1 4 3 1 312 1 413 11 111 111 212 212 37.000 PSF 59 67 78 C,D,E,F,G, H,1,1,10L 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 111 111 2 212 212 213 212 213 313 212 313 313 313 413 313 312 313 413 312 413 414 312 413 A B,M 1 TIT 1 -1171 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 2 2 212 212 213 212 -ill- 313 212 3 3 313 -35413 313 312 313 413 312 413 414 312 413 40.000 PSF 54 79 62 78 C,CE,F,G, HJ,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 212 212 212 213 212 313 313 212 313 413 313 413 313 313 413 414 313 413 414 313 613 AB,M 2 2 2 2 2 2 2 2 212-911 2 2 313 2 212 2 313 2 413 2 313 2 413 2 3 3 2 313 2 413 2 414 2 3 3 2 4 3 2 414 2 313 2 513 111 111 111 212 212 2(2 2(3 44,000 PSF 49 78 58 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 212 2 313 2 212 2 313 2 314 2 213111 2 2 414 2 3134134141114134143(3111414 2 2 2 2 2 2 2 2 2 313 2 514 111 111 111 212111 A,BM 2 2 2 2 2 2 2 2 212 2 313-31-i- 2 2 2 3334143(34(34(41114(3 2 2 2 2 2 2 2 2 414 2 3 3 2 4 3 2 414 2 313 2 6 4 111 111 111 2 2 2 2 212 313 48.000 PSF' 45 74 51 74 79 78 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 4 4 2 -4-1-2-11-4- 2 3 2 2 111 111 111 212 212 2121-11 2123133143333,4 4 313 414 414 313 414 414 413 614 A,B,M 2 2 2 2 2 2 2 2 -2Ti- 2 2 2 2 3 4 4 2 313 2 414711-4-313 2 2 2 414 3 414 2 4 3_ 2 4 3 x+14 2 413,,--A-PTP67 2 11.1 111 111 212 212 212 313 313 34 313 313 53.125 41 87 46 67 78 79 • • • • • C,D,E,F,G, H,I,J,19,1. 2 2 2 2 2 -25 2 Ili 3 ill- 2 Ili 2 3 3 3 2 4 4 3 3 3 4 4 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3-41-4 3 3 2 3 14 8• $511 a• -414:514 3•` 111 111 111 212 515111 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 111 111 111 212222123133333443344443344443134 DOI 10/01/11 DWI 08101!11 1813188 Desi 7128/05 Roottlows tiateksx 0 Itatikaa 8 •o•mms NO CHAM889 THIS SHEET MY 18 RESTRICTED 6WMZ.E SItb>UG ISISARlBADRQNRES7RICT D8Y88£ sem I 2021!07 10701EOH OLOOY DROVE NOKOMIS. FL 84V8 PA 182a NOPIO W FL 84714 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114' ELOO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 9- #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18111° MAX. FROM TOP CORNERS JAMBS -17112° MAX. FROM TOP CORNERS 16° MAX. FROM BOTTOM CORNERS 8° MAX. BELOW WIG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERLA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLO ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIJIITED) HEAD 3 so complying Florida JAMB ABOVE 313 3ndingCw• I •1 Mf G. RAIL JAMB BELOW ay MM. RAS rd • • (• FULLH 2 ```Ns‘� `tNN M/(� P'l • J• ABOVE 212 ° Etsse !: • • o•- 10 3 3 3 2 3 •JA5IS ELOWJ * tub 5 _ MIG. RAIL —14b443bT45(441364to •G� SPAOSI 5fmL ARd Y7a f to ALUM. �IN&E HUNG dtDPW IMP. Ci • ''��SSIOPfA� ; aax•a a ask •••• • •••40>• •• • • • ••e A LYN%I bAIU P.E. 81880 NTS 8 • 11 4041020 0 FL P.E.# 68706 ••• • • • • • • • • to • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• (ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT WINDOW HEIGHT MNUS SASH HEIGHT FROM TABLE B. SU:;$TRATE: , . 17.125 . 22.688 28.211 33.754 39.298 44.839 U U p pU 0 0 NrU NU N QNO Np'toraQN .N-aUrf8 U "CR S Y 0 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 3 2 1 1 3 ANCHCIR GLASL ci 9, TYPE 3 WtiNDOw WIDTH 19.126 32.co8 37.000 1 D,E,F,J, 1 1 KL �........� D `,F,•', ;1 1 17. 1 KL 1 1 1 PSF 1 2 1 1 2 1 1 2 1 2 1 2- 1 2 1 3 2 1 2 1 2 Op 0 c 1 1 50.382 N O U 1 1 3 1 2 1 2 1 2 1 1 3- 3 3 1 3 1 3 1 • 2 1 3 1 1 2 3 3 1 1 1 1 4_- 3 4 - 1 3 3 1 1 1 1 1 -4 3 4 3 1 TABLE 7. 55.925 Z N O U 1 1 3 Z r KJ 0 1 3 1 4 1 3 5 D,E,F,J, 1 1 KL 1 1 1 1 2 1 2 79 2 2 40.000 44.000 PSF 79 79 79 2 1 1 D,E,F,J, 2 2 KL 48.000 1 1 PSF 79 2 1 76 2 2 79 2 2 2 2 77 79 2 2 2 3 3 3 79 79 2 4 2 3 4 79 2 3 2 3 4-I3 4 D,E,F,J, 2 2 KL 1 53.125 PSF 78 D,E,F,J, 2 KL 1 PSF 71 D.E,F,J, 2 2 101 1 2 2 2 2 2 2 2 3 3 1 79 1 1 2 2 2 3 79 63 71 79 64 74 2 2 2 2 2 3 2 79 2 71 2 79 2 3 2 2 4 4 2 4 2 2 4 3 2 5 2 2 4 2 3 2 4 2 6 2 4I3 6 2 4 2 5 41 4I 5 2 2 5 4 73 76 2 2 2 3 3 KL 1 1 1 2 2 2 3 2 3 66 2 3 3 I 2 2 4 4 4 77 69 3 2 3 4 4 4 2 2 � 2_ 5 4 5 3 12 5 4 3 5 3 4 1 5 3 1_52_ 5 2 6 69 3 6 2 5 4-I6 2 142 s s 2 2 6 6,I48. 3 6 5 18 6I5I7 3 3 5 1 7 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE +, 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE poL DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -1712° MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTi ®VIEW WINDOWS FROM TABLES 7. AND 8. USING TIiE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FO` ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW,( 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ZIA WINDOWS ARE 12 518' MIN. TO 38" MAX. $ TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AN FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE ? LESS. 6. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORME RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITEDZ� 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE!- 12.776 ANCHOR TYPE WINDOW WIDTH 19.125 24.000 32.000 1 2 2 15.778 18.776 47 0 2 2 2 N$ 1 1 2 1 1 2 2 2 i 2 2 3 37.000 79 2 I 1 2 2 2 2 40.000 74 2 N$ 1 2 2 Z $ 2 2 2 3 2 I 3 2 12 12 2 2 2 3 213 44.000 68 78 2 2 12 2 2 2 48.000 63 72 3 79 53.125 2 2 I 2 73 1 2 2 2 3 2 2 12 88 2 2 66 2 72 3 2 13 2 13 313 caQ 2 2 3 SASH HEIGHT 21.778 N$ 2 2 2 2 2 3 3 12 13 3 12 13 3 13 13 4 13 13 4 13 14 cA cA 2 2 3 24.776 2 N8 2 2 2 8 2 2 3 3 I 3 3 3 13 13 4 13 1 3 41314 4 13 14 27.778 � � N 2 2 2 2 3 2 z r$ 2 2 3 3 13 13 4 I 3 I 3 4I3I4 4 13 14 Pr 2 3 4 30.775 1 N 2 2 2 2 2 3 4 13 13 4 I 3 I 4 5 13 14 5I3I4 2 3 4 31.108 2 2 2 2 2 3 4 13 14 4 13 14 5 I 3 I 4 5 13 14 5I3I4 51315 5I3I5 J.J. Royal Bp J.R. w.,eer. F.K. Oee.K. O7 0b°J.J.aebx F.K. 7/29105 J. 2=07 Daft 70/07/11 RaltiOns NO CHANGES THIS SHEET Dew 04101/11 aree,r Ote 11/13108 B N/�O�yyCHANGES THIS pSHEET qN EISANO WHERET HOR AND IS RESTRICTED BY SIZE /070TECHNOLOOVORNE NOKOMIS, FL 94278 P.O. BOX 1820 NOKOMIS, FL 94274 13T Wst* Beller (FULL DP) HEAD JAMB ABOVE MTG. RAIL TABLE 8. KEY: MAX PSF (DP UMITED) 112 JAMB BELOW 2 MTG. RAL (FULL DP) JAMB BELOW MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT mnmtoeet SH700 NTS 10 d 11 4040-20 2 RODU T 1SSW Roddu ;°thtins callo 11 i O 17j0 4 4eoopten y ato 'Wag COnttol ill's 1,; „‘N y LYNN/(C � <2,• * : No.5B705 -0••'. STAT OF 2; O,� •. a�Da�oa. �( 'rF`pS/ONAL A. LYNIVIHILLBI`;, P.E. FL P.E.# 68705 .g:J r ,.r 3.35 KSI MIN. (.ON:IRL' TE EXTERIOR INTERIOR �% ., ALL HEAD AND SILL DETAILS) (.OJVCRETEA(VCHOR (SW NOTE _ & 3) ® 2x WOOD BUCK i ®(SEE NOTE 4) i. '.'i •':•^':! _' t 1 . • : -e 13/8"MIN.,1/4"TAPCONA _ , .; 4%3/4" MIN., 1/4" CRETE -FLEX OPTI®Nf i U . V$OQ ddCh —°•. • ' , ( EE ?TOTE 4 , 1 114° MAK SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4" MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® —Tlin «� !Imo CONCRETE ANCHOR, FH BELOW MEETING ��., „ RAIL. (SEE NOTE 1 & 3) �fj + 3.35 KSI MIN. CONCRETE OR1.5KSI MIN. CMU A Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A 1 1/4" MIN." 1/4" MAX. SHIM 13/8" MIN. 1/4" MAX SHIM 13/8° ® ni inft unarr ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI.DADE ANAPCHOR 10 CONCRETEOVED 1/4° ELCO TDGESIS 13/q ° SS4 CRETE -FLEX. MINIMUM DISTgN� 2. FOR WOOD1/4" SS4 APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) O} 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHDSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT FRt INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF'; OF3-16 AND A M OF lir THICK. THE ALUMINUM STRUCTURAL MEMBER S OF A SIZE TO PROVIDE ULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 512 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE, MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONs MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT 15 EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. B. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) 3 2x WOOD BUCK (SEE NOTE 4),&, DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 6" O.C. Ready bee R J.,L 10107/11 0� Randy, J.R. Rana y; FK COW 04/01/11 b 14" MAX. SHIM DETAIL F, (HEAD) .131" DIA MIN. x 2 1/2" NAIL, AT CORNERS AND 6" O.C. INTERIOR (ALL JAMB DETAILS) WOOD FRAME .131' DIA. MIN. x 21/2' NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE EXTERIOR DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME NO CHANGES THIS SHEET Cela 11/13/00 C awe.. B 140 CHANGES THIS SHEET FJ( Dew 0/1/05 or.b4 try J.J. ADD INTEGRAL FINANCHORAGE UPDATE & REORDER NOTES ADD NOTES 7. UPDATE CONCRE'EEMBEDMENT DIM. 1/23v7 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Vintbly Better ANCHORAGE DETAILS 1154 ALUM. SINGLE HUNG WJNDOW, IMPACT er saes 811700 Soic NTS 11 a 11 4040-20 D PRODUCT REVISED as complying with the Pimida Building Coda — r A474Pt21e2 No 1/�� Exp„ .n Miami D Product Centro v it *• NO.58705 ETA 0AN•., fiCORWP r1G: ''/7;;62S1t A. LYNNMILLLk P.E. FL P.E.# 58705 1 . • • . DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA —Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact', sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the 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 stege in the applicable building code negatively affecting the performance of this product. TIAMINATIQI•F of this NOA will occur after the expiration date or if there has been a revision or change kuthe.tbaterialt, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 'Kodak .for tales, advertising or any other purposes shall automatically terminate this NOA. Failure to,cgrpply w ant section of this NOA shall be cause for termination and removal of NOA. AbliERTIONIINT: The NOA number preceded by the words Miami—Dade County, Florida, and feitowpd by ;he 'expiration date may be displayed in advertising literature. If any portion of the NOA is di4flMyed, thef'it shall be done in its entirety. iNfRECTI¢N:; A4 copy of this entire NOA shall be provided to the user by the manufacturer or its i ribtitors alnd shall be available for inspection at the job site at the request of the Building Official. Tina NOA rimes NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1,13-2 and E-3, as yell ss approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26`h Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.roloroklado.noviooro/ .3 NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted 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 Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •••• ••• •• 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 . • ' 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 201-94 ••. •••• 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •••• 6) Forced Entry Test, Type "C" sliding window, Grade 10, • • • •••••• per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 •• . `"' •' ?along with marked -up drawings and installation diagram of XOX aluminum • • . • . ; fo;izontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test • . Report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmund() ••' • •••••• •Largaespada, P. E. • (Submitted under NOA No. 06-0405.06) E-1 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PUT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Salle' HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBG • • • . 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. •••••• : • (Submitted under previous MOA No. 11-0630.02) ▪ 5. • LRboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration • : . Tdsting Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, ... ...•• ' • . • • . : •.:(Submitted under previous NOA No. 07-0815.09) . • • • ••.• • •••. . •. • .. • • •.. • . .•.. . . •••• •... • .. ••• . . E-2 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Subted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. .... . • •... • •• • •. . . • . • • •▪ . . • • . . • ••. ..•. • . . •. • •.. •..• •••• . . • .• ..•• .... • •. • .• • • .... . •. ..• • •.•• . . .• •. E-3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. B. 818" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 8116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) ti7ES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMA CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0. 13/18° LAMI I0: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 8/16" OR 3/8' AIR SPACE AND 6/16" LAMA CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18" LAMI 10: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 6/18" OR 3/8" AIR SPACE AND 8/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. 1,13/16" LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 8116" OR 3/8" AIR SPACE AND 8118" LAMA CONSISTING OF (2) UTES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI ID: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.).GLASS, 3/16" OR 114" AIR SPACE AND 7/18" LAMA CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 716" LAMA CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LTTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMA 10: (1) UTE OF 1/8° OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" MR SPACE AND 7/16' LAMA CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O_X Xct , XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FT44859 AND FTL-6330. ELC O TEXTRON NOA: 04-0721.01, 03-0226.08 ANSI/AFBPA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL NOA DRAWING MAP SHEET GENERAL NOTES. ....... GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 VERT. SECTIONS6 HORST.. SECTIONS.. 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL.... 8 ANCHORAGE 8-11 • • • • • • • • .��N.I7IYNNIyOI • • ��Z'." ENSB * CODE, INCLUDING THE HIGH VELOCITY • • •• ••• •• • • • No. 68708 THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ::.:::.°1;Al. fi(- •: �`• • •• • •' 6 (OT'me GENERAL NOTES:_ : •: . ,Boma? �C�`,•ALUM° HORIZONTAL I;OLL t WIN xw,yMMAeTr` iONA� �`� th•Aie• &O. tr • • �4077a • • son ♦ • • 4.L AIWA P.E. H w710 NTS 1 d 11 4127:10 E PAS 68/05 • 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING • HURRICANE ZONE (HVHZ). A \9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH Rewrap J.R. FJC DMIZI F,K 16/17111 laalskonea 8 7882010 CODE CHANGE Attx anon/ 4113877 DON 2/23!00 t D ADDED AT CAP TO BE T E61PERED O +30FT AIO7E C ADD FTL-8390 TONOTES 78CHO.NOTE 870CURRENT EDIT. OH•W9, GR: J.J. 3/9308 1070 TECNNOLOOY DRIVE NOKOMIS, FL 34270 P.O. KIX 1828 NOKOMIS, FL34274 13G.T: Better •• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• 1/2" NOM. GLASS BITE 60,81,82 IFF NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18° NOM. 5/18" LAMINATED GLASS 21 aEXTERIOR INTERIOR (AU. SECTIONS) 3116° ANNEALED OR HEAT STRENGTHENED GLASS SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE +- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16° LAMINATED 6/16" OR 3/8" AIR SPACE —•- 118" OR 3/16" ANNEALED OR TEMPERED GLASS Qp 16/18" NOM. 13/18" LAMI IG GLASS W/ 5/18" LAMI 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16° ANNEALED OR TEMPERED GLASS 13/1rNOM. •• ••r • • • • 13/16" LAMI IG GLASS W/ 7/16" LAMI • • • • •• ••• •• • QD FOR INSTALLATION IN THE HVH2 ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Peadllp ReolOp JC 16666, FJC Oda 1017111 WW1 Oita 4/16/07 DOE N28AG rant*** E NO CHANGE flI8 SHEET ADDED IDCAP TQ BE TEMPERED. +SIFT NOTE NO& AN9ETH1SSHEET Dar 1070 TECKNOLOGY DRIVE NOKOMIS. FL 378 PA. BQX 18211 NOKOMIS, FL 34214 PGT 1Rs1* Barin► o.•ta� • _ •-. GLAZING DETAILS: • • /•° • • ALLY esPdPeat I edge Full • • • • • • • • • • • • HORIZONTAL tMNBQW, IWPACT • 2 - a 11 4127-10 E CT PRODURBVISED as complying *WI Iho Plo ida Budding Coda No �r ,„ "..IF7 ,I.. P.E.058705 ••• • • • • •• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• 6•• • • TABLE 1. XOX_ (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WIN[aoW - GLASS ; - - . WINDOW HEIGHT ` W!.UTH- Typic - -26" : ' 4 : 36" 38 3/8" 48" 50 6/8" 54" 60" 84" A,B,G,H +60.0 -60.0 +60:0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 63" +60.0 -60.0 86" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 B A,3,0, 430 9 -65.0 2 460.0 -60,0 +60.0 -60.0 +60.0 FOR INSTALLATION IN -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" - ; A;73,6,11 4105a ::t0.0 - +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 GLASS TYPES G 3 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 - 11-1= A;8,G,{-I 4:60.b: =5p.0_ }60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -50.0 +59.5 -59.5 +53.6 -53.6 +50.9 -550.9 LFTSHALL THAVEA TEMPERED LG. GLASS UP TO 111" C,1 +60.0 -60.0 CAP. BOTH THE DP UP TO 111" D,E,F, J,K,L +75.0 75.0 AND ANCHOR QUANTITY REMAIN UNCHANGED. XOX (1/3,1/3,113) TA FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLLER) 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 86 7/16" A B,C, G,H 1 +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 OX AND XO TABLE 3. FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 ffi� 11p,1�In REVISE) �Flodda UP TO 74" C, D,E, F, I,J,K, L +75.0 -75.0 canning code • + A�F''"`� No D fsrr, GLASS TYPES: TEST REPORT F11-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 ""`P MieinliJado Pro - - Cmnro A. 5/16" LAMI B. 5/16" LAMI - (1/8" A, .090,1/8" A) - (1/8" A, .090,1/8" HS) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 318" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI C. 5/16" D. 7116" E. 7/16" F. 7/16" .Leer LAMI- LAMI LAMI LAMI o. (1/8" - (3/16" - (3/16" - (3/16' n"Ee� HS, .090,1/8" HS) A, .090, 3/16" A) A, .090, 3/16" HS) HS, .090, 3/16" HS) - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI 1G-118" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3116"HS) `��,,,"", ,I,l/// \��`O�y LYNN M/1/F /�� d•,.•' ENSE •'••� � ~ ,� '••,,lr �� is No 587051.:.1..4.1 ••: �`�� J.J.::77 10/17111 E NO CHANGE THIS SHEET m.aY4ar .r 1�• O ""seal J.R. °"` 820111 R°'�`°"` D ADDED IV CAP TO RE TEMPERED t%•+30FTNOTE 1070 TECHNOLOGY DRIVE DESIGN PRESSURES •; ��` '�'P •'•. sive of �i�il``'•.. A...der FIC Oafs 4115/27 aavnt".r C ADD INTEGRAL FIN OPTION 8UPDATE ASTME1300.02DPe NOKOMIS, R 34778 as 89X,828 �- ns,: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FLOR,OP'•a�` '�,`SS/ONA�- `� aAner FIG Cat": 2126/08 CeuleeM+ ✓J. TAWS 323/08 NOKOMI, FL 34274 Vi.,Th7 Heuer s"t"abs" H10 este NTS se"r 3 d 11 f�4 No. 4127-10 yr E // � w LUnM 08� �.e. B sender. J.J. 27 3/8" MAX. DLO • —� _`/ENT 54 5/16" MAX. DLO FIXED oc o X e O X DLI FI LI 110" MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/41/2-1/4) 27 318" 27 3/8" MAX. DLO MAX. DLO VENT FIXED 1 1 D D DN": 10/17/11 ! DETAIL A - OX OR XO GE dE IG. 85 7/16" MAX. WIDTH I.F. FRAME -1 88 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) PRODUCT REVISED es complying with Igo Florida Building Code (, Acceptance No te: , 4 04 /(o NO CHANGE THIS SHEET fender. J.R. pew 6120/11 sa"m"e: 0 NO CHANGE THIS SHEET sender• F.K Cramer AK. Dahr W18/07 Deb: 22izaros Andover c ADD INTEGRAL FYI FRAME MAX DIMENSIONS AND COMER CONSTRUcnaNDE7at ARCM SHT E. oa.a4dg: J.J. n9/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. 090 1620 NOKOMIS, FL 34274 BGT ELEVATIONS 16, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vts1b y Bcudr Ovtaakehb Best IA.. HR710 NTS 4 J 114127--10 E * No. 58705 • 010:" 3 T .1 �'��.''•. FLOR\Olt,t4/ j ‘.;\‘‘‘' A.LYkfaIi.ER1 P.E NEN 58705 1.-- DLO FIXED ;1 ...14, al KO 1.16,, 1 f_ DLO VENT iy, 63°M �� A 318" LAX. 3 ALL XED TES O tl / / X 1 A 56, MAX. DLO VENTS I ALL 62° I.F.FRAME ALL CONFIG. FLAN FRAC ALJ CONF MAX. FRAME 73" MAX. WIDTH I.F. [...—C 74" MAX. WIDTH FLANGE FRAME DN": 10/17/11 ! DETAIL A - OX OR XO GE dE IG. 85 7/16" MAX. WIDTH I.F. FRAME -1 88 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) PRODUCT REVISED es complying with Igo Florida Building Code (, Acceptance No te: , 4 04 /(o NO CHANGE THIS SHEET fender. J.R. pew 6120/11 sa"m"e: 0 NO CHANGE THIS SHEET sender• F.K Cramer AK. Dahr W18/07 Deb: 22izaros Andover c ADD INTEGRAL FYI FRAME MAX DIMENSIONS AND COMER CONSTRUcnaNDE7at ARCM SHT E. oa.a4dg: J.J. n9/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. 090 1620 NOKOMIS, FL 34274 BGT ELEVATIONS 16, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vts1b y Bcudr Ovtaakehb Best IA.. HR710 NTS 4 J 114127--10 E * No. 58705 • 010:" 3 T .1 �'��.''•. FLOR\Olt,t4/ j ‘.;\‘‘‘' A.LYkfaIi.ER1 P.E NEN 58705 EXTV RIfR MAX. HEIGHT FLANGE FRAME Rend J.J. MAX. VENT DLO MAX. FIXED DLO JJ INTERIOR J MAX. VENT DLO EXTERIOR INTERIOR s •-- MAX. FIXED DLO --( MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FILED DLO —►1 F— MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR SECTION C -C (VERTICAL SECTION, FLANGE FRAME) 0 10/17/11 > SILL (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) T DLO ..-I NO CHANGE THIS SHEET Herd BF J.R 8/20/11 nromooc NO CHANGE THIS SHEET RovdEy. F.K Dew 4/16/07 Reekor Omm EX F.K. Oar: 2.18/08 CaadadEy J.J. ADD INTEGRAL FIN FRAME, ITEMS 41 42 AND 43 AND VIEWS. 8/29/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1529 NOKOMIS. FL 34274 Visibly Better SECTIONS salt ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Eawwdc HRT10 I-felf 5 d 11 L:saSeNa. 4127-10 E PRODUCT REVISED as complying with Bm Norge Building Coda Acceptance No ivlwn4 Dud. Redact Comm' 4 • DWG# REV DESCRIPTION ITEM l 2, ,4045' ' SAM STO., (ST.Dj(ANTI LIFT CUP) 3' #8Xe"/4P1 PE. PART D • 4102 A FLANGE FRAME HEAD 4 4055 SS.S SEi5PIOVER SASHSPJP) 6 4136 FLANGE FRAME mi. 7 4137 SILL ADAPTOR 8 41331 --.ROLLER TRACK 10 +71298 , Ul'H 1 CcVr4c ' 16?6 _` ' 4og.s*if oPP1,aCELL OA PAD 14 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 1683 23 225-1 24 226 29 4128 32 4006 33 1235 35 1096 36 1016 37 4126 38 1683 39 7070 40 41 4139 42 4140 43 4141 50 51 1224 52 1225 53 4039 54 4044 55 4222 56 985 59 4067 60 GLASS 61 62 63 " 64 65 RANWFRAMEJAMB , MAT'L PGT# 6063-T6 AL 612237 6063-T5 AL 612244 7834AA 6063-T5 AL 6063-T6 AL 64136 6063-T6 Al. 64137 6063-T6 A I. POLYPROP. 64131 71298 GASKL1'(RM/�I-`aLAMESILL JOINT 6063-T6 AL 7PAD1626 612225 74134W/K #8 X 1.000 QUAD PN. SMS G SCREEN ADAPTOR 781PQA 6063-T5 AL 64110G B FIXEDMEETINGRAIL 6063HD-T6 AL 64054A WSTP.,.187 X .230, FIN SEAL 640660 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 W STP.,250 X 270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS 616830 4211211D ITEM DW G# 66 67 GLASS, 68 69 70 71 72 73 74 75 76 77 90 91 • 92 93 94 95 1014 DESCRIPTION I MAT I PGT# REVI 13/16" IAM! IG -1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB. 1/8"A) 13/16" LAMI 1G -1/8"A (MIN.) 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8'HS) 13/16" LAMI 10.1/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1/8"HS,.090PVB, 1/8"HS) 13/16" LAMI 10.3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (118'A,.090 PVB, 1/8"A) 13/16" IAMI 10-3/16"A (MIN.), 5/16" AIRSPACE, 5/16" 1AMI (1/8'A,.090PVB, 1/8"HS) 13/16" IAMI10.3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1/8'HS,.090 PVB,1/8°%5) 13/16" LAM110-1/8"A (MIN.), UV AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 13/16' LAM! IG1/8"A (MIN.),1/4° AIR SPACE 7/16" LAM' (3/16"A, .090PVB, 3/16"HS) 13/16" LAMI IG -1/8°A (MIN.), 1/4" AIR SPACE 7/16" IAMI (3/16" HS, .090 PVB, 3/16'HS) 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16° LAMI (3/16"A, .090 PVB, 3/16"A) 13/16" IAMI IG -3/16"A (MIN.), 3/16" AIR SPACE 7/16" LAMI (3/16"A, .090 PVB, 3/16911S) 13/16" IAMI 1G3/16"A (MIN.), 3/16" AIR SPACE 7/16" LAME (3/1694S, .090 PVB, 3/16"11S) 3105-1114 AL 1630 1631 SCREEN FRAME (HOR & VER) SCREEN CORNER KEYW/RINGS POLYPROP. SCREEN CORNERKEYW/OUT RINGS POLYPROP. 1073 SCREEN SPRING ST.ST. 1624 1635 SCREEN SPUNE-.135 DIA. FOAM EM PVC SCREEN SPUNE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH BRASS 7BRW1-IIS HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N D SASHMFETINGRAIL 606311S -T6 AL 64006 WSTP.,.170 X .270 BACK, FIN SEAL 675160 SWEEP LATCH DIB -CAST 71096 #8 X .625 PH. FL. SMS 7858 SASH SIDE RAIL 6063-T5 AL 64126 W STP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 616830 67070K LIFT RAIL COVER CAP 74078"C" L OR R I.F. FRAME HEAD 6063-T6 AL 64139 LF. FRAME SILL 6063-T6 AL 64140 I.F. FRAME JAMB 6063-T6 AL 64141 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) 6TP247W,K VINYL GLAZINGBFAD BULB (THIN) 6TP248K B GLAZING BEAD - 5/16" 6063-T5 AL 64039B B GLAZING BEAD - 5/16" W/GRILL KIT 6063-T5 AL 644703 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 C GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 GLAZ1NGBEAD - 13/16" 6063-T5 AL 64067 5/16" LAM1 (1/8° A, .090 PVB, 1/8" A) 5/16' LAME (1/8" A, .090 PVB,1/8" HS) 5/16" LAMI 1/8" HS, .090 PV13,1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAME (3/16" A, .090 PNB, 3/16" HS) 7/16" LAME (3/16" HS, .090 PVB, 3/16" HS) Rowley. Dom,: Ratlobrm J.J. 10/17111 E NO CHANGE THIS SHEET Remeey D.ra J.R. 8/20/11 D ADDED'(MIN.)" TO GLASS TYPES Ro,dey Dam: F.I( 4118/07 meJ,e FDms FJ( 2128106 Reviews ADDITEMS 41, 42843 Clnebdi,^. 133 JJ. 9/29/06 1070 TECHNOLOGY DRIVE NOKCASS. FL 34273 PD. 898 1529 NOKOMIS. FL 34274 2.784 .082 1.988 I.F. FRAME JAMB #4141,8083-T6 PST Vbibty Better PARTS LIST 41 I.F. FRAME HEAD #4139,6083-T6 .082 3.152 PRODUCTRRVISED as complying with the Florida Building Coda A talmuNo Alga.:Da .f�fl Miuni do Pro • t Contra o%6 I 2710 42 .F. FRAME SILL #4140, 6063-T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 84dom.dist RonE HAM NTS 6 11 4127-10 Ronde,. J.J. Rade, J.R. Rend By FJG 0 .062 - •1.273 = b d 2(10' P 6 a FLANGE FRAME HEAD #4102A, 6063-T6 --il� 062 .490 11 1 I k-1.451-� O SASH STOP #4025, 6063-T5 .08 O FLANGE FRAME SILL #4136, 6063-T6 .061 1.461 O HORIZ. ROLLER TRACK #4131, 8063-T6 78 .062 5� 1r ie I+ .349+y 1.081 1-•-- 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133, 6063-T5 #4006D, 8083H0 -T6 1.187 .060• .678 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 10/17111 Dem 0/20/11 Rsifskenc O wr.ona C NO CHANGE TMS SHEET Astra Br F. B. E oso� .678 1.090 v1 111111►,-��— -IIII I T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 52 b1.513-�{ .040 443- .738 O SASH STOP COVER 3. 80 #4053,6063-T5 FRAME SILL ADAPTER #4137, 6063-T6 .062 0-1.403+( 17 FIXED MEETING RAIL #40548, 6063HD-T6 tom -1.291 37 SASH SIDE RAIL #4126, 6083-T5 .050 .678 1.115 O GLAZING BEAD, 7/16" #985C,6063 -T6 (USED W/ GRILL KIT) I--z.76a•----I 1.1_1082 13 FLANGE FRAME JAMB #4002A,6063 -T6 ribLi .678 1.096 4-•—•--1—T 0 GLAZING BEAD, 5/16" #40398, 6083-T5 .683 w r�.080 �_I-- 59 GLAZING BEAD, 13/16" #4067, 6063-T5 1.097 NO CHANGE THIS SHEET ams: 4116107 NO CHANGE TH1S SHEET Datx 2/2&1 ehe 4d By J.J. Dear 323/06 1070 TECHNOLOGY DRIVE NOKOMISS, FL 34276 P.o. et* 1620 NOKOMIS. FL 34274 121:1-1 s/b$atter EXTRUSIONS 7etr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT earwxoeee HR710 Srelc Half 77 d 11 4127-10 genc E PRODUCT RUYISED ns complying with the Florida Building Code Acne • No I Date Dade Contin O/6 h,t111111111,7 `‘NsNyV LYNN yj//Ie,',i Q• om•;' oGENSE '•, F,Q * No, 58705 • STA EEE'''O ,▪ , SLYI�NAL � ��` A. N# U.L9R P.E P.E.6 68705 ANCHOR QUANTITIES, XOX (114-112-114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I • GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: AN&IOF. TOE "� 2•3, g.t7)?D a _ 2, (ANL 1, CON( 2,3, WOOD 2, CON( 1, CON( 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO 584 CRETE-FLEX 3 - #12 STEEL SCREWS (OS) & snjRt t ? 1 °' ZC:•PtE& ZONES,__,.. ,ZONES ZONES ZONES ZONES D 0 WINDDW SI2t W H HEAD 8 $ILL - �y g. .7-. D & .TIL7", 11 -, . .H,..,".13 HELD & SLL ' N ; I-EAD & SLL ., 0 3 HEAD & SILL -, 0 m HEAD 8 SILL h 2. GLASS TYPES: f A. 5/16" LAMI - (1/8" A..090.1/8" A) ' B. 6118° LAMI - (118".0,.080,118° HS) C. 5/18" LAMI - (1/8" 6 HS FOR INSTALLATION IN THE HVH2 ABOVE 30 GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND 53.125x 38.375 1+62+1+62.1 2 1+C2+1+C2+1 2 1+C2+1+62+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 .0,.090, D. 7/18° LAMI - (3/18° A,.OBO, 3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 4'.3::.00 1+62+1+ +1 ,3 11/2+1 3 /1+C2+1+C2+1 3 1+C2+1+62+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 E. 7/18" LAMI - (3118° A,.090, 3/16'" HS) F. 7/18° LAMI -1(13/01.6°1 HS 080, 3/18° HS) x,60 E+ +g+C?S.1 +0 3 b Cl,� (}t2+i 1+02+1+C2+1 3 1+62+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 G. 13116° LAM!8° OR 3116" A (MIN.). 5/16" OR 3!8° SPACE, 5/16" LAMI - (118" A..090, W A) 54,700, 11 ++ +6"+1 8' •(*C2))1+C2+1 3 ;1+C2+1+02+1 3 1+C2+1+C2+1 3'1+C2+1+02+1 3 1+C2+1+C2+1 3 H.13/16' LAMI 10 - 1/8" OR 3/18° A (MIN.), 5116" OR 316" SPACE, 5/16' LAMI - (1/8" A,.090, 1/8" HS) 1. 13118° LAMI IG -1IB° OR 3118' A (MIN.), SB° OR 3/8° SPACE, 5/16° LAMI - (1B" H5..090,1/8° HS) p ---, 60.000 1+C2+1+(2+1 3 ('+Cie{+�2+1 y 1+C2+1+62+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 J.13/16" LAM:10 -118" OR 3/16" A (MIN.), 3/10° OR 1/4° SPACE, 7116" LAMI - (3/18°.0.080, 3/18" A) 63.000 1+62+1+62+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 K. 13116" LAMI IG - 1/8° OR 3/16° A (MIN.), 3/16° OR 1/4" SPACE, 7/16' LAMI - (3116" A,.090, 3/16" HS) L. 13/18° LAMI 10 -118° OR 3/16" A (MIN.), 3/16' OR 1/4' SPACE, 7118" LAMI - (3118° HS,.090, 3/16" HS) 60.000 x 38.375 1+C2+1+C2+1 2 1+62+1+62+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+24C2+1 2 48.000 1+62+1+62+1 3 1+02+1+02+1 3 1+62+1+C2+1 3 1402+1+C2+1 3 1+62+1+62+1 3 1+C2+2+(2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. 50.025 1+02+1+62+1 3 1+C2+1+C2+1 3 1+C2+1+62+1 3 1+C2+1+C2+1 3 1+(2+1+02+1 3 1+62+2+02+1 3 54.000 1+62+1+C2+1 3 1+C2+1+62+1 3 1+62+1+02+1 3 1+62+1+62+1 3 1+C2+1+C2+1 3 1+62+2+62+1 3 HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26314° MAX. FROM CORNERS. 61000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+12+1 3 1+03•+2403+1 3 JAMBS: 8' MAX FROM CORNERS AND 221/7" MAX. O.C. 53.000 1+02+1+02+1 3 1+02+1+62+1 3 1+02+1+62+1 3 1402+1+02+1 3 1+62+1+0241 3 1+03+2+63+1 3 TABLE KEY: 74.000 38.375 1+62+2+02+1 2 1+62+1+02+1 2 1+02+2+02+1 2 1+62+2+(2+1 2 1+62+2+0241 2 1+62+2+02+1 2 X O X x 3 1+62+2+(x+1 3 1+62+2+(2+1 3 h+C3+j4+p+1 1 3 Imo--- HDR QUANTITY PER JAMB 46.000 1+62+2+02+1 3 1+62+1+62+1 3 1+02+2+62+1 3 1+C2+2+02+1 60.625 1+62+2+C2+1 3 1+C2+1+02+1 3 1+02+2+62+1 3 1+02+2+02+1 3 1+62+2+0241 3 1+62+2+02+1 3 I HEAD AND SILL ANCHOR QUANTITY. 54.000 1+02+2+C2+1 3 1+62+1+62+1 3 1+(2+2+02+1 3 1+02+2+62+1 3 1+02+2+62+1 3 1463+2+03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 50.000 1+C2+2+C2+1 3 1+02+1+62+1 3 1+02+2+02+1 3 146242+02+1 3 1+62+2+62+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 83.000 1+C2+2+02+1 3 1+62+1+02+1 3 1+0342+C3+1 3 1+03+2+03+1 3 1+C2+2+02+1 3 1+03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 1+02+2+02+1 2 1+02+2+02+1 2 1+62+2+62+1 2 1+02+2+02+1 2 1+02+2+0241 2 1+62+3+0,1+1 2 48.000 1+62+2+02+1 3 1+C2+2+62+1 3 1+C2+2+02+1 3 1+(2+2+(2+1 3 1+02+2+62+1 3 1+C3+3+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+62+2+(2+1 3 1+C2+2+C2+1 3 1+02+2+62+1 3 1+62+2+02+1 3 1+62+2+6241 3 1+03+3+C3+1 3 • 314" max. 64.060 1+02+2+02+1 3 1+62+2+02+1 3 1+02+2+62+1 3 1+02+2+62+1 3 1+62+2+62+1 3 1+C4+3+C4+1 3 t 125 I+-3" MIN. 80.000 1+62+2+C2+1 3 1+C2+2+C2+1 3 1+63+2+63+1 3 1403+2+03+1 3 1+02+2+02+1 3 1+64+3+04+1 3 8"X FtEF63.000 1 11 1 1 1 I 11 1 1+62+2+C2+1 3 1+62+2+62+1 3 1+6342+03+1 3 1+63+2+03+1 3 1+62+2+62+1 3 1+64+3464+1 3 O X 106.375x 38.375 1+02+2+02+1 2 1+C2+2+02+1 2 1+02+3+62+1 2 1+C2+3+02+1 2 1+62+3+(2+1 2 1+C2+4+C2+1 2 T----______7_,-________________ ___,- PR0D1fiTTtLYI51 D Florida 48.000 1+C2+3+02+1 3 1+62+2+02+1 3 1+03+3+03+1 3 1+63+3+03+1 3 1+C2+3+(2+1 3 1+03+4+63+1 3 MTG. RAIL TYP.- os complying wHU 16a OuiWing Cale 50.625 1+02+3+C2+1 3 1+C2+2+C2+1 3 1+03+3+63+1 3 1+C3+3+63+1 3 1463+3+0341 3 1+63+4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Accopl nwNO 54.000 1+03+3+03+1 3 1+62+2+C2+1 3 1+0343+03+1 3 1+03+3+03+1 3 1403+3+03+1 3 1+C4+4+64+1 3 (SHOWN IN TABLE KEY ABOVE) .1,4F0'�Q�- ;,• 60.000 1+03+3+63+1 3 1+02+2+62+1 3 1+04+3+04+1 3 1+04+3+64+1 4 1+03+3+03+1 3 1+04+4+04+1 3 Miami Dad; Product Centro 63.000 1+63+3+63+1 3 1+C2+2+C2+1 3 1+6443+C4+1 3 1+64+3+04+1 4 1+64+3+04+1 3 1+C6+4+65+1 3 263!4" MAX. TYP. 2 1+02+3+62+1 2 1+C2+3+02+1 3 1+(2+3+(2+1 2 1+02+4+02+1 2 I -+ 1 1/2' I-.-3' MIN. 111.000x 38.375 1+62+3+02+1 2 1+02+2+62+1 i `x+11111111„1 LYNN 11�,� 48.000 1+C2+3+02+1 3 1+62+2+62+1 3 1+(3+3+63+1 3 1+03+3+C3+1 3 1+C2+3+02+1 3 1+03+4+03+1 3 9" REF.�, 1 1111 X 4 4 4 4 4141 0 I X `�•NN ONi 4,jJ .......... ! , *� 50.625 1+62+3+(2+1 3 1+02+2+62+1 3 1+03+3+63+1 3 1+6343+03+1 3 1+03+3+03+1 3 1+63+4+03+1 3 1- +. \ Qat;• x,10ENSF' ;.(c�,p 54.000 1+63+3+63+1 3 1+62+2+02+1 3 1+q+3+C3+1 3 1+03+3+(2+1 3 1+03+3+03+1 3 1r04+4+04+1 3 No. 58705 80.000 1+03+3+63+1 3 1+62+2+C2+1 3 1+04+3+64+1 3 1+C4+3+C4+1 4 1+C3+3+C2+1 3 1+64+4+64+1 3 MTG. RAIL, TYP. _ _ a' 1+64+3+04+1 4 1404+3+04+1 3 1+65+4+0541 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ; Z I ),� • ` 63.000 1+63+3+03+1 3 1+02+2402+1 3 1+04+3+04+1 3 ' �O�F '" wmeys nv.: wwtom: awraws XOX 1/4-1/2--1/4) (:)..„:. ., STA ..(/ - - ACORIDP.•'• ✓.✓. W0H7/11 E NO CHANGE MIS SHEET ANCHORAGE SPACING, ( \. %�S`S�ONAL fleand Bp �FL eizan ReVeltea D ADDED IO CAP TD BE TEMPERED (g1 +SOFT NOTE. 15 0 TECHNOLOGY . FL 34438 7s ROLLER WINDOW, IMPACT �NG ``• ';;�„�t1Ijj1+x ,, dBF „ �.�,,°. �"'"� ALUM. HORIZONTAL FJC 4/16.107 C UPDATE TABLE4, SELECT VALUES DUE TO ANCHOR CAP. ,4W P.O. BQX 1528 Visibly Batter awa+wac o®roN+. m,e A. LYNN MILLI73,P.E. �F.K F.K Dan T/18/QS o�+j.j. J.J. sees 929/08 NOKOMIS,F134774 HRTio NTS 8 d 11 4127-10 E P.e+58705 ANCHOR QUANTITIES, XOX (1/3113-1/3) WINDOWS TABLE 6 NOTES: GLASS TYPLS A,B. G.H GLASS TYPES C,D,E.F,I•J,K, L ANCHOR TYE 2 • 2.3, '^loop 2, GONG 1. OONC 2.3. WOOD I 2, CONC 1, CCNC 1. ANCHOR TYPES' 8 Sl)657RA.6 701.00 _4090,. ZONES ZONES1 ZONESZONES 1 - 1/4° ELCO TAPCONS 2-1/4' EL COSS4 CRETE -PLD( 3-#12 STEEL SCREYJS(GS) • I* m • - m o ' m m 2. GLASS TYPES: WINiOnty Sl+3. }4, d MEAD 8•Sf_L HLAD 8 SILL- 2 HEA!' 8 SILL , E HEAD & SILL -4 ' HEAD 8 SILL ( HEAD 8 SILL 2 A. 5/16' LAMI - (1/8'A,.090, 1/6" A) a B. 5116° LAMI - (118° A,.003, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 1 FT, GLASS TYPES O - L SHALL HAVE A 45.603 x 39.375 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1> 2 1+C2+1 C2+1 2 1+C2 1+C2+1 2 1+C2+1+C2+1 2 C. 5/16' LAMI - (1/B" HS..CS0, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 46.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D. 7/16° LAMI - (3/10'8,.090, 3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 70.025 1+C?+10C2+1 7 1+C2+1+'C2+1 „:3_1',62 1 62+1 3 1+C2+1+U2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 E. 7/16' LAMI - (3/16' A,.002, 3116' HS) 3 F. 7/16' LA1.11 - (3/16' H5,.093, 3/16" HS) 54.000 1+Ci+1-202+1 3 I.02" .,.2+1 3 1-C2+1+C2+1 3 1+C2+1+62+1 3 1+C2+1+C2+1 3 1+02+1-C2+1 3 G. 13./16° LAM! IG • 1/8° OR 3/16" A (MIN.), 5/16' OR 318" SPACE, 5.!16° LA1+11- (118'A,.090, 1i8' A) 60(30 1-,..C.1..1 '02 .1 : 1+C2 ,'+C2+1 3 ' C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+62+1 3 H. 13/16' LAMI I0. 1/8' OR 3/1B" A (MIN.), 5/16" OR 3/8' SPACE, 5/10° LAMI - (1/8" A,.023, 1/8' HS) 63.000 1+C2+1+C2+1 3 1+02+1+C[+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 I. 13116 LAM! IG • 1/8' OR3 16' A (MIN.), 518' OR 3/8" SPACE, 6116' LAMI - (1/8' HS, 090, 1/8" HS) J. 13116' LAMI IG -1/8' OR 3!16° A (MIN.), 3110'OR 114" SPACE, 7/163 LAN - (3/16" A,.090, 3/16° A) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+'+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K. 13/16' LAMI IG - 1/6° OR 3/18" A (MIN.), 3/16' OR 1/4" SPACE, 7/16' LAMI - (3116' A,.093, 3/16' HS) 48.000 1+C2+1+C2+ 1 3 1+C2+ 1+C2+1 3 1+C2+1+C2+1 3 1+0'2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 L. 13/16' LAMI IG - 118° OR 3/16° A (MIN.), 3/16' OR 114' SPACE, 7/16' LAMI - (3/16' HS,.090, 3116' HS) 53.626 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 3. WINDOW QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2 1+02+1 3 1+62-1«02+1 3 1+02«1+C2+1. 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1 .02rt ANCHOR 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.003 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2. -1+C2+1 3 1+02+1+02+1 3 1+C2+1462+1 3 1+63+1+03+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+0341+03+1 3 HEAD 8 SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.005x 38.375 1+C241+C2+1 7 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+-02+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 253.14' MAX. FROM CORNERS JAMBS: 9' MAX FROM CORNERS AND 22 1/2" MAX 0.C. 48.000 1+02+1+C2+1 3 14(2+1 C2+1 3 14C2+1 C2+1 3�1+02+1+C2+1 3 1+02+1+C2+1 3.1+C2+1+02+1 3 TABLE KEY: 50.625 1+02+1+02+1 3 1 02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+62+1 3 1+02+1+C2+1 3 X 0 X 54.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1+03+1+03+1 1 3 --.-ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+62+1+C241 3 1+02+14(2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2 +1+C2+1 3 1+C3+1+C3+1 3 1+02+1+02+1 3 1+63+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES I 66.000x 36.375 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2-1 2 1+02+1+62+1 2 A CLU5TER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+02+1+62+1 3 1+62+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+62+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 60.626 1+C2+1 +C2+1 3 1-+C2+1+C2+1 3_L 1+C7+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+03+1+63+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+62+1+02+1 3 1+C3+1+03+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+ 1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+63+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3' MIN. O.C. ANCHOR SPACING) 63.030 1+C2+1+C2+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+C3+1+03+1 3 1+C241+C2+1 3 1+C3+14C3+1 3 74.003 x 36.375 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C7+1+C2+1 7 1+02+1462+1 2 1+62+1402+1 2 1+C2+1+C2+1 2 (�-� 25 3/4` MAX. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31+02+1+02+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 I �----I)----3' MIN 60.625 1+02+1+62+1 3 1+C2+1+C2+1 3 1+C2 1+C2+1 3 1+024-1+C2+1 3 1+62+1+C2+1 3 1+C3+1 --C3+1 3 1 141- -+- -I i- - i -- 54.000 1+C2+1 C2+1 3 1+C2+1+62+1 3 1402+1+C2+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+C3+1+03+1 3 9" Rte' x O x 00.000 1+C2+1'02+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1403+1+C3+1 3 1+62+1+C2+1 3 1+C3+1+03+1 3 ------p--------_ -- __ - _� / f.53.00&3.ODD 1rC2+1*0241 3 1+C2+1+02+1 3 1+ 03+1+C3+1 3 1+C3+1+03+1 3 1+02+1+62+1 3 1+03+1+03+1 ��-- 3 PRODUCT REVISED ,,, 00,nplyilk wk1111m lenddn 84.000 x 30.375 1+C2 +1+C2+1 2 1+C2+++ 1+02 1 2 1+62 1+ C2+1 2 1+C2*1+02+1 3 1+02+1+C2r1 2 1+C2+NC2+/ MTG. RAIL, TYP. 2 CLUSTER W/ OF ANCHORS 8utldlay Cmlc +�C 48.000 NC2+1+ 2+1 C 3 1+C2+1+C2+1 3 1+62-1+C2+1 3 NC2+1+C2+1 3 1.62+1+02+1 3 l C3+1+ C3-1 EXAMPLE QTY. (3) 3 ncce;+t• n,Noo et)/ Exp nd 5,3.626 50.626 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2,1+C2+1 3 1+C2*1+C2+1 3 1+C2+NC2+1 3 1++1+a -t 3 (SHOWN IN TABLE KEY ABOVE) /, '- /f 54.000` 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03-1+3+1 3+1 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+0.1+1+03+1 3 • M1�d.,Produa 'ntro 60.000 1+02.1.02+1 3 1+02+1+C2+1 3 1403-1+C3+1 371+C3+1+C3+1 4 1-C3+1+C3+1 3 1+0 +1+p+1 3 I 263/4" MAX 63.000 1+c3+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+03+1 4 1+C3+1+C3+1 3 1+C4+1+64+1 4 1 -"' )----1 1/2" TYP. %�--3"MIN. �t11++l �< 86.437x28.375 1+C7+1+G2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+ +1 3 C2 1+ C2+1+C2+1 2 1+CZ+1+C2+1 2 --+�f1---+1��--+- I ?' ��V VY LYf/t! f 1;�.. N/<< 48.0172 1+C2+1+C2+1 3 1+C2«1+C2+1 3 1+C2+1302+1 3 NC2+1+02+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 8' REF. X 0 '' X - 'I - '�_ ��,0 ,......, �1GCN,gE ., Ctn 5`3.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402.1.(V+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C3+1+C3+1 3 T- ' ,ISS.,.•• 54.000 1+C2+1+G2.+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1+p+1+C3+1 3 1+C2+14-0241 3 1+03+1403+1 3 - - No. 58705 _ 60.030 1+C2+1+C2+i 3 1+:.-2+1+C2+1 3 1+(;3+1+C3+1 3 +C3+1+C3+1 4 1+C3+1+03+1 3 1+C4+1+C4+1 4 �1!TG. RAIL, TYP.- _ .. �' �'--:' 83.033 1+c3+1+c3+1 3 1+c2+1+c2+1 3 1+c3+Nc3+1 3 1+cs+1+c3+1 c 1+ C3+1+C3+1 3 1+Cq+1+ +1�4 EXAMPLE CLUSTER W/ C. OF 4 ANCHORS ( ) = v ' J.J. 10/17/1 E NO CHANGE THIS SHEET Z /7. , �'. STA 6il?• �GU\: 1.,-...., I, o;,.-- e aro'5Cnno:0GYDR ANCHORAGE SPACING, XOX �3-1/3 9/3) o ,�<okio�.. •' '/ J.2 fi,ZW17 0 ADDEDIO CAP TO BE TEMPERED( +30FT NOTE_ NOKC:!�, FL 34275 OI�AL CNG\ 7,-^J"+' F. K on,_ 4/1$%07 �. C UPDATE TABLE S, SELECT VALUES DUE TO ANCHOR CAP. P.O. 80+ 15285.4.1.4....,a. -�- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �• + 11 1' ' -c..l; f•... FK _ 24.78'09 AOJ. .'-'o- Oa, J.J. 3,23/05 1 N..K051+S. F134274 Visibly Bette, HT 710 `, I I NTS L 9 d 11 [,,,I,,,,,7 4127-10 '� E 1 / 1 : + A LYNN MI1LEa P.E. F.Gn 60706 ANCHOR QUANTITIES, XO & AP'CP')R,JYNE 8.OUTAST12,tiTE C WINDOW SIZE W v N 37.000 x 38.378 4 50 54 60.000 63. 63.000 OX WINDOWS 1111111122231 3, WOOD 2, CONC 1 'ZOUES � CONC '-ONES ZONES yco OX ® r, 46 ' X aej X46 w�D 1+C2+1 TABLE 6 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES 6 2, CONC ZONES 0 6 5- s 45 1, CONC ZONES of X R1 8.400 �©®©®©®© .E25 v® �EI ©®©®©®v ©�©®©®©®©®© ®©®©®©_®©®v 626 ©®v®v®©®v®v 000 ©®©®v ©®©®v 6 v®©GEOU LICEMEN_®v©©®© v®©®©�©®©®© ®© ILIMEZEI o�®©®v®©�©®v ow®© © v ®v®vKNOMEIRE®v®la ©HJv ° v®vim©�©®©®v ° �v®vEN NI IUMSEILIri1i�if.7,�� ©�v EMBILICIESIEN o�v,�©�o_®©�v ®v©IZEZIENZ ILEMEGUIN�0®v®©®v ®© ©_�ILIGEEMEGIEBILI_®�__©_o LESEEMILI ®t7__ __ 7__ +113 v�0®©EMENEEIBILI ®©®v 2®v®Q®©®EN�v 48.000 X 38.375 48.000 50. 54. 60.000 63.000 53.125 x 38.3 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.00 50.625 54.000 60.00 63.000 66.000 x 38.376 48.00D 50.825 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 aft 10J17/11 6/20/11 4'15/07 7/29/06 1+43+1 2+43+2 1+C3+1 2+03+2 2+C3+2 2+43+2 1+-C241 1+C3+1 1+C3+1 2+C2+2 1+C3+1 NO CHANGE MS SHEET 2+C3+2 1+C2+1 1+C2+1 1+C2+1 1+42+1 1+C3+1 1+C3+1 2+43+2 2+C3+2 ADDED /0 CAP TO SE TEMPERED 1' +SOFT NOTE CHfQ.TAB1l1DIT06, & DUE TOANCHOR CAP AD 6/79/08 1+C2+1 1+42+1 1+43+1 1+42+1 1+C2+1 1+C3+1 1+C3+1 1+43+1 2+43+2 2+C3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 59x 1522 MORONS. FL 34274 2 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3.912 STEEL SCREWS (G5) 2. GLASS TYPES: A 5/16" LAMI - (1/8"A,.090, 1/8"A) B. 5/16" LAMI - (1/6°A,.090. 1/8° HS) C. 5/16" LAMI - (1/8" HS,.000, 1/8" HS) D. 7/16" LAMI - (3/16" A,.080, 3/16' A) E. 7/16" LAMI - (3/16° A,.090, 3/16° HS) F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16' LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPA H. 13/16" LAMI 10 -118" OR 3/16"A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMS - 1!B° A'• 1/8° H) J. 13/16• LAMI O - 1/8" OR 3/16" A (MIN.), 3/18" OR 11/4" SPACE, LAMI - ( A,.0601 1 HA) K. 13/18" LAMI IG -118" (118" HS,.080,1/8° HS) OR 3/18° A (MIN.). 3/16' OR 1/4" SPACE, 7/18" LAMI - (3/16" A,� , 3/16" HS) L. 13/16" LAMI 10 - 1/8" OR 3/16° A (MIN.), 3/16" 0111/4" SPACE, 7/16° H 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE LED ON (3/16° THE FOLLOI ING HS) DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221f2" MAX. O.C. TABLE KEY: FOR INSTALLATION IN THE HVHZ ABOVE 30 TEMPERED I.G. GLASS CAP. BOTH HAVE E P AND ANCHOR QUANTITY REMAIN UNCHANGED. 9" REF. r ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1-..-1-18 3/4" MAX. --i 1"'-3" MIN. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF 3 ANCHORS (SHOWNIN TABLE KEY ABOVE) �r_� 314" MAX 1 1/2" TYp, MIN. 8" REF. MTG. G. RAIL EXAMPLE CLUSTER W/ QTY, OF 4 ANCHORS arm»... V4ib16 Barrer ANCHORAGnft E SPACING, OX AND XO W/NDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 10 111 to,, T 4127-10 PRODUCT REVISED Buildi lye i 14 WeFlortda Aa?Pia,�x No Miami Dada tnui/ \\`‘ONY LYNN �� QC��.•' �,10ENSC • . < *•• N. 68705 *' STATE 'NAL 1 0,4.10A/AL � r// O 11 X11`` A LYNN Min 111 P.E/7 62705 P.E MIN. 3.4 KSI I CONGRET6 1x JVO')D EJCK, • NOTE 3 13/4" MIN. E.D. TYP. : i4OTE'1 ry" tr��1a MA: :.•!. SPoM CONCTE• : _ WOOD R_'- ANClis i.``--:—, • s LNCHOR, NOTE 'I ,- DETAILA ' ' "' NOTE2 2x WOOD BUCK. NOTE 3 1 3/8" MIN. DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX —+ SHIM WOOD ANCHOR, NOTE 2 13/8" MIN. 1/4" MAX. SHIM —.I CONCRETE ANCHOR, NOTE 1 b 1/4" MAX SHIM 2x WOOD BUCK, NOTE 3 Ix WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1 1/4" MIN. (1.6 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4° S54 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIf HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 3/4^ EXTERIOR INTERIOR E ) "MIN. E.D (HEAD & SILL DETAILS A, B, C, D, G & H) INTERIOR DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS ExTERIOR °I ' 13/4"MIN. MIN. 3.4 KSI _a E.D. TYP. CONCRETE 1/4" _{-MAX. SHIM , • NOTE 1 • 1 NoxitteM J.J. Resin Br J.EL Nandar F.K m"e,B7. F.K DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 3/8" MIN. DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS oda 10/17111 neea 6/20/11 4/IEOT 2/28/06 R°ddes: E N.wsbe°r ReKNonr c DETAIL H (HEAD) NAIUNG .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G. H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS NO CHANGE THIS SHEET CANgelGe J.J. It07D TECHNOLOGY DRIVE CHANGE THIS SHEET REVNOTES1�q��p R�T/� �g E��ADLFCHNOTE b TOFOC, lcuRRNT EDITION"' P.O. BOX MB 08 1 NOKOMIS, FL 34214 NOKOMIS, FL 34275 ic°""r" Ydrtbly Berner ANCHORAGE DETAILS eee: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HRY10 Half 11 a 11 4127-10 E PRODUC7'RRVISED as complying with the Florida Building Cock Oce m Acceptan PAWN llY aunt e Product Contra 1.4.0' Zolp .01%11111//i,,/ . ••• LYNN y///` ii N .00 uCENSF'•..6 * ' No. 59705 . t A. LYNN MILLER, P.E. P.E.#5E705 .1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE 01? ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, Fi. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.L APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., 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 heroin. • • + NEWALpf'tjiis NOA shall be considered after a renewal application has been filed and there has been • :no eIange itf the applicable building code negatively affecting the performance of this product. TERMIN 9i1 of this NOA will occur after the expiration date or if there has been a revision or change tithe materials,use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement • sof nny proaue4 Star sales, advertising or any other purposes shall automatically terminate this NOA. Failure . • td egmply frith nny section of this NOA shall be cause for termination and removal of NOA. ex.bVERT IS'LMEN T: The NOA number preceded by the words Miami-Dade County, Florida, and . Wowed E.'tt: expiration date may be displayed in advertising literature. If any portion of the NOA is :. 1islllayed„thep it shall be done in its entirety. . • I!11PECtIoN A copy of this entire NOA shall be provided to the user by the manufacturer or its •'cfl tributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mintnidade.aov/economy NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10- 0819.05) 2. Drawing No. 6300JR, titled "Impact --resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked, -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No.11-0922.01) QUALITY ASSURANCE • 1. . J%4iami Dade Department of Regulatory and Economic Resources (RER). •... . • • . • • E. • MATERIAL CERTIFICATIONS • 1. •••Mile. •• .. . . • •. • . . •• •• ',,.. •• •.•• • • .. • • •.. . •••• •• •.•. STATEMENTS 1.. • .. Statement letter of no financial interest, conformance and complying with the • •: •FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. ""Lhboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration •''l sting Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) E---1 • Jaime D. Gasscoh,1'. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin. D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq L Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to POT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.L", approved on 12/08/11 and expiring on 05/26/16. • .•. • • • •... • • • •. • •• • • •• • • • • •• • • •••• • • • • . • •• • • • ••• • •••• • • • •• • • • • • • . • • • •• •• • • •••• • • •••• • • •• • • • • • E-2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS ADDITIONAL EXAMPLES OF MUU. CONFIGURATIONS: -"I tt irmt— r—OPENN VEOTN—I )—HORLL AML LENGTH—.j GENERAL NOTES: 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, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING' AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY M THE RESPONSISRITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE t*IPTB, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN DING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAD. APPLY. 6} WHEN FINDING YOUR 817E IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL 8E BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS SY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTEDAS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL-6443; EL00 ULTRACON/AGGRE-GATOR NOA'S; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN ma HMHZ. \ SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPENINGVWIDTH FON VERTICAL NALOPENING YAWN FOR VERMA1. MOIL MULTIPLE MULLIONS GENERAL NOTEB...............r._..1 ELEVATIONS............................ MULL TOPIC WOOD......_.,._... 2 MULL TO 1X & MASONRY—..... 2 INSTALLATION NOTES,.___......2 MUU. TO MAY..„.__._._...._ 3 MULL TO STEN. BTIID..._.._.,.._. 3 MALL TO MULL.................._.....3 ANCHOR BPECB.....................3 ALTERNATATE 4 BAY MULL INSTALLATION--.... 1 X 2 X. 128 MOLLSPECS.._..__..8 1 X 2X.37& MULLSPECB.....„._.6 1 X 2.78X.378 MULL SPECS..—...7 1 X2.78 X 44 MULL SPECS.—...8 1 X 3.128X.800 MULL SPECS.....e 1 X 4X.128 MULL SPEOS,....»_..10 1 X 4 X.378 TUBE MULL SPECS_ 11 1 X4X.376'T MULL 8PECS.....11 124X 3.188X 286 MULL 8PEC8_.12 2 X4 X.25 MULL 8PE0S...„...... 13 2 XGX.28 MULL SPECS._......__ 14 128 X 2.11 X.728 MULL SPECS— 18 SPX3.28BAY MULL SPECS.......10 48•X S28 BAY MULL 8PEC.4.._._ 17 MUWON&CLIP DIMBNS ._.18.20 EXAMPLES 1 &2....._.._.._._.._....21 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT nasieri FOR THE OPENING USING THE ASCE.7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL RT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE (9 THE WIND LOADING IS'RECTANGULAR' OR TISANGULARRRAPEZO1DAL'. 4) FUND THE CHOSEN MULLION'S MULLION CAPACITY 0,1$/FTTI, FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING (P TME MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY 0.88/91') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (.98(91'I FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (1.88). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FURL MULLION CAPACITY. s• ••• • • • • • 8) FROM THE ANCHOR CAPACITY (LBIR TABLE 014 THE SAME SHEET AND USING OUR SUB RIME GDN91T(QN (q)t� iMIPLE ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR OLP PA SMEFY• %HAOTHS REQUIRED ANCHOR CAPACITY IS MET. • •• •• • • • • • • 7) IF THE MULLION CAPACITY (LBS/F11 OBTAINED IN THE TABLE E HIGHER THAN THE DESIGN PRESSURE REQUIIEMENTUS,FT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THUS VALUE A LOWER ANCHOR CAPACITY 0911014 MAY SE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (1.13S/FP) FOR THE FENESTRATION PRODUCT TO BE gag AVIV/RARE. fl•NAL MULLION CAPACITY (LBS/FT'' OBTAINED FOR THE MULLION SYSTEM. THE L *!R O /FIE TWO SHFIAM.Ati9OR mg • MULLED FENESTRATION PRODUCTASEMBLY. • • • • • • • • • • • 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICAOON YIVQN UEINA THIS NBA TO APPLY FOB A RERIIIT. ••• • PRODUCT REVISED es gtvX wllh the VlW WIZ ACV p18 No • (477. V8B Contra ottIl11/11,1 �ON.� YNM a{�l41,, \��4,�`.•'�ApENSMp '•.F� iii * • No. 68705 A. LYNN MAULER, P.E. FL P.E.O 68708 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •••• • ••• • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) /—MULLON THBR THE STANDARD OR OFFSET MUU. CLIP MAY BE INSTALLED BY THIS METHOD. SEE SHEETS 18.20 FOR HOLE LOCATIONS EDGE DISTANCE WOOD SCREWS EXTERIOR EWE TYP. ANCHOR SUBSTRATE, SEE VOLES 113-108 FRONT VIEW BUCKBTfEP AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET 1. .250' MAX FOR ALL MULLIONS SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAI. SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ME FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5 FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR PERSUBS1RATE, Slie TABLES 18.108 EDMUND DISTANCE SEE TABLES 18.102 DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CUP SHOWN) BUCICSTIEP TYP. ANCHOR AND „--PER SUBSTRATE. ATTACHMENT ele SEE SEE TA BY AS, SEE m 888 ma I, BHEhT M1. �.! EDGE DISTM35 FOR MASONRY ANCHORS EXTERIOR E008 DISTANCE FOR meow ANCHORS TYP. ANCHOR PERSUBSTRATE, SEE TABLE818.108 MIN 0.7 KM CONCRETE OR C4I FRONT VIEW BUCKBTRLP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. Eves SEE SEE TABLES 18.188 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY SE INSTALLED BY 7H19lWTHCO. PRODUCT REVISED • as camOying 11itlahn LTI� 13ufdInBCO* A Acceptance No J. ```LItlt1111n1�!' • • • `�� ONV LYNN �/! i�� * ' No. 68708E * • ,0/3;�, ••• ••• • • • STA 0 �/: • • • • • • • • • ''�'..FCORIOP.✓''G�=` • • • • • • • •• . A. UttNN MHLE� P.E. FL P.E.#58706 • •• ••• • • • • • •• • • • •• ••• •• • • • •• • • ••• •• • • • ••• • • • ••• • • • • • 1 • • • ••• • • - • • • • • • • • • •• • • • •• •• • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. TYP.ANCHOR SUBSTRATE. SEE TABLES 10.108 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR /VP. ANCHOR PER SUBSTRATE. SEE TABLES 10-108 100 2.71 M CONCRETE OR MU FRONT VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-108 EDGE .. , ...—DISTAD SE TABLES M6127 K81 =CRETE OR CMU 10.108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SEE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 1S BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY 8E PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPUCATIONS IN MIAMI-DADE COUNTY. USE ONLY MIA I-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 174' 5.8. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION INTERSECTION NOTES; (U -CLIP) 1) MAY BE INSTALLED IN 'TEE' OR 'CROW INTERSECTIONS. 2) MAYBE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CUP DRAWINGS. SHEETS 15-20 1F Q FOR C:ORRESPONDINGMULLION. M ON 0912 STEEL SCREWS. = y SELPMILLING CM PREMILL I—. MULLION AND U000.00 TOP VIEW VAwEe-r--i LCTION U±:LIP FRONT VIEW O 1 EXTERIOR'----- \ ff RI 1 12 0 M Z t P R 2 to Q 2 40 SEE SHEETS 18�' FOR1 ms 118 001.8 UICATIONS 8020 DISTANCE SEE TABLES 18-100 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, 8001001.0810-100 • *! SID E VIEW SEE SHEETS 1840 FOR HOLE LOCATIONS FRONT VIEW t2 EXTERIOR • • • • • • FOR STEEL STUDS • • • 18 GA AHD CODE. A2XWOODMl : ••• •• ATTACHMENT BY USE WORD ANCHOR SPECS NOTES: 1) FOR 2X WOOOOACKEIT EL STUre WOOD*• ANCHOR VALUnM * BE l D, • • • • • • • • • • • 2) SEE CORRESPONSWG NNALON TABLES, • • SHEETS 5-17, FOR OL/WTRY OF SCREWS. • • • • •• SIDE VIEW EDGE DISTANCE SW TABLES 1&108 • • • • • • • • • • •• • • • • • • •• • PRODUCT REVISED as oomply3Dg with the Florida BuldIngCodo 2 ► Magma N0 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • DETAIL F: FIELD -MODIFIED MULLION CUP (F -CLIP) SEH DETAILS AE, SLEETS 2AND 3 FOR INSTALLATIO N TO SPECIFIC SUBSTRATES. DETAIL 0: ANGLE MULLION CUP (ANGLE CUP) MULLION SIDE VIEW, MOWN MOTH V'X4•X.125 MULLION STANDARD HOLLIOR CUP MOW= TO PTT NELD CONDITIONS. EXTERIOR EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: INTO WOOD, STEEL, AUX% CMU OR MASONRY TYP. ANCHOR SUBSTRATE. SEE TABLTID H MOS 2 STANDARD CLIP TO BE MODIPED 1 N.PIBLD. +\ 0 TOP VIEW TYP. ANCHOR SUBSTRATE, EEE TABLES ISMS rXB X.123 ANGLE PER ME.UOIEID, MUST OEINSTALLED INSIDE OFMML. 0 DETAIL H: BAY MULLION INSTALLATION (ANGLE CUP) 30' OR 45' 8AYMJLL TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 12S OR 133 EXTERIOR rx IPANGLE CLIP, 2 PERMULUDI END. MUST SE INSTALLED INSIDE OF BATMULL. 1) DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.28' X 2.11" X .126• MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CUP 18 NOT SUITABLE FOR THIS APPLICATION. EXTERIOR INTO WOOD. STEEL, ALUM OR MASONRY EXTERIOR TATO WOOD. STEEL, ALUM, CMU OR MASONRY 0-, EDGE DISTANCE PER ANCHOR VON ••• • • • • • •• NOTES FOR INSTALLATION T10N 0 8 HII • 1) USE 2 ANGLE CUPS PER mall:* EItICiS fin BBI:INS!R1fID INBCE OF MULLION. • 2) DETAIL 8: SEE TABLE818-118 FOR ANCHORIIGANTI?IEB AAD @HEM 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLE§ 128 011,1AFOR ANCI4OR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATORS. • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • ••• • g. r rt 1saa fi 11Z Z � M Oft 22 er 6Z� aat i A J ! D �'l• , • �CEN3F .'Q �i :i74(1 ND. 68705 66 ..o• STATEOF �•w� •.,!ROAL9P ' ji�� ', it- 613.�P.E. FL P.E.# 68706 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 1A (NEW Capacity Table (tb•At0l 1 x2o.126 Alum Tube M1dI6n1111111II1!I111.1hihihhihhihihihihhihihihihhii Opsnh* WIdth (fcff wricalpaparrirp()or°F•n:BHeight(aamnxEolp) 50 H 601n 70 H 001n 8019 10010 120 H 140 H 18016 Realsnwler Luang T•pfTEare. Loodn9 Ree1=Ws toed= Tmpl1Uwm. Lead= Reo•7n•der Loading 191p/fdeng. Leadng {916144•.4• 169.499 T271169•• Lo0dn9 Rtaulodw Leedn5 7!571701••. Loadtg Reatmwlar touting Tr.pITd..g. Lo4d9ng 11202 /0250 12e9151 Lomeli R.O59 11HI 465.457 71.p151 Lure R101=0127 Lead= T aWasc . Lo0912 2170 r 3.14' 2' 040 094' 0.320 Embedment It*j 1314" 1. 4' 1314' 13210 2' 1-114' 71/4' 1.70 1.114` 1.145 470 2' 1919' 1310 (nee nate42 2 =Oen 954.7/7W90.C./81a61wd 60O5912Clip 5tt917 390100 30010* 400190 8905. 1944120 27054 280 ne 361109 74086 4582o 684 300 118204 si031n 4219 1138 400 170.0 832 93.2 400 3158 325 708 495 1079 321 099 400 104.4 819 62.1 408 ' 1010 319 659 400 104.0 310 48.6 400 104.0 319 399 400 0740 319 35.0 400 1040 310 4819 74.0 312 038 206 824 312 73.4 252 53.6 312 07.0 240 480 312 83.2 293 MA 312 81.3 244 379 312 81.0 244 31.2 312 819 244 200 312 818 244 204 312 81.0 244 .00978 H 639 201 70.0 234 03.2 281 619 128 459 201 607 224 399 201 62.1 7a 35.5 281 60.1 223 319 201 49.3 219 288 281 40.3 219 220 281 49.3 219 208 ' 281 483 219 6410 629 247 679 207 43.0 047 489 202 379 247 44.6 199 329 247 41.6 000 20.2 247 39.4 104 203 247 30.4 193 21.9 247 30.1 103 102 247 881 193 18.4 247 36.1 193 60 H 384 200 412 170 32.0 200 364 168 27.4 200 319 383 24.0 200 289 160 21.3 260 21.1 169 102 200 20.9 157 180 200 26.0 160 33.1 181 203 185 27.0 101 309 152 23.7 161 289 149 287 191 24.5 140 164 101 229 144 188 181 21.7 149 60 H 289 165 300 142 24.0 165 221 139 202 165 23.1 128 100 183 21.0 134 72 H 722 139 233 120 106 130 199 110 169 130 (79 110 74In 18.0 125 192 100 16.7 126 169 107 75 H 17.8 110 142 104 TABLE 1 Anchor Capac0y T6bto (Wsy Annar Cap Patens 869ehet03 272 Concrete 451 Cam Ho3oaCMU =led CMU FTWood awe A 91maType 3H6' Moo 17& 4oa1 N4° Moo Macon WV El= Ultra= X19 Elco Moo= 1!4 Elco 1d68oan 1µ°8B Eke mar 7019'Elco 005080 114'078 Else A0gaGetor 01 08 8crew9310 012000.4 8oeew(05) 5126b• Sawa (0 ) Edge Distance r 2-72' r 2-111° 3.78' r 2467" r 2170 r 3.14' 2' 040 094' 0.320 Embedment It*j 1314" 1. 4' 1314' 13210 2' 1-114' 71/4' 1.70 1.114` 1.145 470 2' 1919' 1310 (nee nate42 2 =Oen 954.7/7W90.C./81a61wd 60O5912Clip 5tt917 390100 30010* 400190 8905. 1944120 27054 280 ne 361109 74086 4582o 684 300 118204 320120 4205s 60006 4 Ancham Et 1.19' 7110 0.0 / =mew (6<onus cap fig. 27 480109 7002* WA NIA WA NIA 380 Re WA NFA NIA WA WA 652 Ate 540 Poe 112059 4 Mohan 5g 3' M1*0.8.14212160 Angle CCM /0"5).37 780119 780 Ho 6303e 28600e 189809 8400. 8800. WA 75000 9352e 080426 23040. 85259 94008 11200* 2M oto= ®0.4P MA 0.0. /U48p, Ido lir Mum. Vt. 47 WA WA WA WA WA WA WA WA NIA WA WA N/A WA NIA 718 0e 1Anchor /F•C8p5'4447 105069 15609 220161 44559 82254 186879 14000 17769 37089 2:41459 33109 5915e 163199 21050 28000 20.0.94'$ 4.16' NA0-CJFC7p gng.97 24059 3600e WA WA, WA WA 19) Re WA WA WA NIA WA 32859 420x9 9000. NOTE: FOR THE OFFSET CLP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1. • • FIGURE 3; • • FIGURE 4: Ell FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 8: • FIGURE 1C • ANCHOR CAPACITY ADJUSTMENT FORMULA: (013.)X `MULUONRCAP mANCHOR CAP.,w USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WI•L YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR 'INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. 3) MAJLUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FELD FOLLOWING 02,11ENS1ONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AN; GROUT-FII:ED• • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM WOOD SHALL BE PRESSURE -TREATED • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL SE 8553-T8 AND BEA MINIMUM OF .52549 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTBIAL 8TEE! t0 BEA! LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, • • 1.000' 1► - •1' X 2•X .RB' IL*AUON • ••• • • • • • • • • ••• • • • • • • •• • .•••• • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 000 0 • TABLE 2A Mullion Capacity Table pa) 1x2:.3/5 NUTZ;:filMI Opening Width (tor wo0co-opemblgnlUOon9)orOpeningHeightgarP' '!mtA0a9) 0981 6010 7070 6010 BON WO In 120 to 14015 1601n Reol•gsdar 134414 TMplfdard. 1°5004 Realsaulat t."02 Ttayfdm6. L00,00 R°o68a v (.6658 T•pnle1 . 04o41119 Raal•g8et Wang 726761x44. Lmdbg Reolsadeder Loe6h4 714619809. Laadig Reo•sg8ar Load' Tra Mian• Waging Ram laadtrg 997716940 Lags. R4atatgulat Laa•hg T1467T6400. hawing Ream Lady Tirdidate. Loadro 2-17' 11 1 II 1 II I la I II 1 II 1 II 1III111II 14/4' 1-1/4' 1414' 1.174' z 1 la 1 II 1 II 1 II 1 II 1 11 1 11 1 {{ is i 42In 770.5 620 170.0 436 161.3 662 1720 478 1297 662 1700 603 113.6 602 1849 519 100.9 662 188.8 617 038 692 1689 617 75.7 662 198.6 517 8(9 662 1609 617 697 609 1689 41T- 17461n 46 In 1219 607 138.0 419 101.4 507 1182 610 699 607 1067 433 750 087 1026 399 67.8 607 925 297 sae 607 890 396 60.7 607 69.0 398 43.4 607 89.0 398 380 607 92.0 398 60.62810 100.7 463 1149 329 694 460 999 371 74.1 456 995 384 84.8 468 84.6 360 67.8 468 81.3 367 Ste 483 620 366 439 486 820 258 37.0 468 e00 369 32.4 469 60.0 368 548 954 400 92.3 336 712 400 80.8 328 810 400 727 392 634 4680 67.3 319 47.6 400 84.0 315 427 NO 823 314 36.6 400 01.6 313 395 400 81.5 313 257 400 810 313 60 In 82.3 324 659 276 01.9 324 570 270 449 324 61.2 264 329 324 499 260 349 324 Lig 267 ell 3010 42.0 256 280 320 428 263 71.2 324 469 se 19.0 324 40.9 263 631n 63.9 204 67.4 292 44.8 204 49.2 248 324 204 436 241 33.0 204 Sae 237 299 204 37.1 234 259 294 35.2 292 224 284 33.5 230 19.2 294 33.4 230 169 294 33.4 230 688 42e 299 49.8 330 390 266 424 225 334 280 27A 721 282 266 341 218 780 208 31.0 216 214 269 299 212 19.5 288 290 210 187 786 27.7 269 149 265 27.7 208 72 M 320 225 97.9 196 30.0 278 323 101 227 226 284 168 228 228 268 768 220 228 Tag 182 180 226 2221 160 19.0 226 20.3 177 129 220 196 178 113 225 190 078 78 In 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 229 170 192 203 796 167 17.0 202 197 163 123 202 10.4 183 126 202 197 160 10.9 Ng 126 iW 9.e 202 16.8 768 78In 283 792 289 169 239 199 221 186 252 182 220 (62 77.7 192 197 159 18.7 792 15.1 167 742 193 tag 166 110 180 16.2 162 10.1 182 144 160 69 162 14.2 160 901n 16.5 144 19.0 128 124 144 181 123 MIn 16.2 127 18.6 113 TABLE 2B AnchorCepeo@y7 Table(ms) Anchor C5p P0Son16 86Letmt4C 2.64 C000wfe abk Ceno. Hew+CMU Mel CMLt PT Wood INN Nada/am NW ass l , leg EldsMace GMT 010010488 Winson 3115" Boo LIMON 114' Elea Masan Zoe 566/93dor 6165(55 15traom 174'88 Elan Agorae* 8108188 047804057 812 8ee( Sana 912 awn e6e0(057 Edge Cateme 515 r 2.112' T 2.17' 3479' i' 2.17 r 2-17' 2' 3.108 r 0.4/g 0.51' 0.24' Em142h0•dp* 13+4' tag 1494 1.74' z 1-106 1414" 14/4' 1-1/4' 1414' 1.174' z 1315* 1.418" (ea nate4f 2Nlahae 04.75. an 0.77/Sandi 1 or Oast ap(Ptg. 13 38024 3900.0 46090 66606 184408 sofa =Is 954498 040.8 4680s eaaw 1182 Ms Oa as 420 m• Mo the 4 Masa a 1.15" Mie. ON / Sanaa Ica Clad) Ca 3142. a 460198 786104 WA WA WA WA 30054 WA WA WA WA WA 863.4 8406s 112054 4Amami a3'la. ac. / Mall Arg06Nips /008.33 750494 783 Ito 890.5 1560798 1886 R4 540 Re 860104 WA MO Ito 938 Re 68008 216409 65215 8MM 1120@8 2Arcata a0.4r Ns. 0.0. /UC0658o 1a Nim. (719. 4k WA WA WA WA WA WA SBA WA WA WA WA WA WA 1014 71698 1 Anew /sap (Fa 40 066 54 lake 2295s 44854 922598 138 Os 140 m4 171 the 370 94 234(98 342798 60154 18304 210Ito Na ma 207s:hose ®1.19 am 0.0J 144968 (Fa a 240798 360 Rs WA 1'6A NIA WA 19054 NIA 11A WA WA WA 328180 4107!0 08004 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP °IGURE 1: • • =IGURE 3: • • FIGURE 4: • • 9GURE • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA? lop )0, ANCHOR CAP. ,, ,,) .ANCHOR CAP.,® `MULLION C:AP....,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) 00 THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR I48TRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLfP8 SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1&Z0. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 8(5014510. • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • 1818 • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GRQ)1T-F114 : : •• ' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSU69 TRFJ1�f jp• • • • • • • •� YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF .12' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT P X 2' X.375• MULLION LEAST .126* THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1-000. f' THE MATERIAL • • • • • • • • • •s• • • • • • • • • • •• • • • • 3 • • 2 • • • • • e • • • • • • • • 00 • • • • • • • • 1818• • ••• • s • • ••• • • • • • • • • • • • • • ••• • • • • 18 4 ••18• • • • • • • • • 18.18 • • • 1818 •• • •• •i• • • TABLE 3A Madam CapsoIy Table Male) 1 x .876 2.76 x MUM Opening W5dth (lorver3oa0y-spa ablg mu96ns) 0? Height (lar harizanlaarspenrin2 5810on6) 5010 6010 701n 8016 e01n 50810 12001 14010 16016 Reeha• 00 Latta Dem' twang Ratenater Lamm Trey/Waag Loring 59010060 Wang Trs51110 . Loosing Raatmg:5er Wang 745397809. Lang Redraft Wang 1183110000• Wdaa Rectoraolor Lada Trepans 5.00055 Rectorate/ 5.00065 Trg h 00. 5.70605 Redrew* 1011090 Tracattes. Lowing Reo0e Ater 108313 70890100.2 Woke a 11 II 11 if 11 II 11 ii 11li11li111111li111111li11li11fi11fififi11li11li11li11li 1.34' a 1-114' 1.144• 1-184' 1410" 1-04" 1.1047 r 14/6. 13467 ass 6da4) 2Analo•514.78 MA0.Q/61309100aO134113pVt. 13. WOae 390105 450616 890168 11344 Ike 27008 330105 36468 743 Ike 48888 854180 1182 he • 826100 420230 C 11 i7 1 4218 170.0 620 170.0 435 170.0 744 1720 - 470 170.0 608 170.0 500 1700 002 1708 ' 510 170.0 1116 170.0 621 1700 1240 170.0 621 .148.7 .1201 1700 521 1273 1301 170.0 621 111.5 1301 1700 621 461n 1700 700 5708 604 170.0 050 1700 504 1700 000 1700 630 170.0 1133 1700 801 1810 1138 170.0 507 136.6 1139 1700 680 113.0 1138 170.0 660 07.6 1180 170.0 680 85.4 1139 170.0 660- 5080.62501 60.6251n 170.0 747 170.0 683 1700 608 170.0 631 1678 1032 170.0 604 1406 1032 170.0 723 130.5 1032 1740 747 1173 0002 1700 768 01.9 1032 1720 760 1339 1032 1700 768 73.4 1032 170.0 760 611n 1700 717 1700 612 181.3 007 1708 321 1303 807 1647 730 1209 807 1525 720 107.5 Oa 145.0 714 846 007 141.1 710 620 001 140.0 795 08.1 007 1408 708 60.6 607 1400 705 6010 141.1 735 321.5 616 117.0 735 130.3 611 1008 735 118.0 699 852 736 1002 590 744 736 80.0 063 70.5 738 06.1 678 686 733 018 074 60.4 735 810 574 44.1 736 018 674 6381 7218 BBB 130.0 670 101.8 680 111.5 557 87.0 008 06.0 047 38.5 800 00.1 638 873 50 6 839 511 80.0 888 70.8 528 648 000 75.5 51 43.5 680 750 521 88.1 880 768 WI 601n 1000 607 1124 6222 68.3 897 841 511 75.7 601 86.0 501 882 607 77.5 483 538 607 71.8 488 53.0 607 87.0 481 442 407 63.4 476 30.8 807 62.7 474 33.1 057 (27 474 721n 010 810 65.3 443 65.0 010 73.0 434 6C1).3 863 420 81.0 610 57.0 410 444 610 63.3 413 428 510 540 408 34.0 610 409 402 293 610 44.4 399 20.0 510 44.3 399 761n 689.0 458 726 400 570 460 81.7 392 498 460 64.1 385 43.4 450 40.0 378 328 468 440 W3 34.7 456 45.0 960 209 468 377 362 244 460 340 358 21.7 460 367 368 7510 61.2 435 07.0 301 630 436 546 313 440 435 400 366 401 435 44.7 360 347 435 09.0 355 321 436 341 351 200 435 34.4 344 429 436 328 341 70.1 430 322 340 0001 41.8 327 43.1 285 868 327 30.4 285 240 327 310 280 201 327 203 276 232 327 26.7 271 240 327 227 2135 17.4 327 21.0 262 149 327 553 260 OB N 34.4 287 3.4 207 247 257 220 262 24.0 207 20.0 246 210 787 23.1 244 10.1 261 720 240 173 207 143 537 14.4 267 140 222 10516 24.2 227 24.1 205 202 227 20.8 281 173 227 140 116.1 227 168 595 11110 22.3 215 223 174 58.0 216 121 101 169 215 132 160 12010 178 164 178 107 TABLE 3B Anaho7Capaalty Table pa) Anchor Clip Pattens 01161(830 278C8*85 3.68000 11010vC66U Mod CAW PT Mat 6105.81 Maw Type 0716 Woo Macon 144" Wm Ultr n MaconAroyeGolot 3118 Soo Libman 1/4" Cho Mace 132 8511604 5(16 8100 Macon 04' 88 @00 AWreerota 010 Bial Wow 552 Mal aaaw10.5) 81262894 88086(08) E49e12sW8s(ln7 A 2-1R' P 200 0400" 1' 21/2' P 2.15.4" a 3.116 r 0.48' 054• 0.320 870115600.03117 1314" 1474' 1414" 1.34' a 1-114' 1.144• 1-184' 1410" 1-04" 1.1047 r 14/6. 13467 ass 6da4) 2Analo•514.78 MA0.Q/61309100aO134113pVt. 13. WOae 390105 450616 890168 11344 Ike 27008 330105 36468 743 Ike 48888 854180 1182 he • 826100 420230 WO la 4 Am0a00L10' WA O.C./ 848510 ler abet) C9ppg. 4 480 lbs 700 Re OVA WA NIA WA 880288 WA WA WA IIA RIA 65208 640508 1120.5 4 328088 0 • Mln. 0.6 /(2)255 035eC3ps I 55Ig. 33 786155 750 98 820 he 156003 189800 040Ike 6808. NW 780 Re 938100 053 285 2384 Me 66255 840 Its 112058 2Anotae ® 0.407 4450. ate. 9 UGtp 86015 A130. 5Fta 4) NIA WA N/A 16A WA WA WA WA WA WA WA 88A WA WA 71859 1 Arrohor/ 601135559.87 103260 188160 27858 448160 02216e 13568 100558 1775.3 37013e 284108 39280 60158 103 Re 210244 28085 2 Anoka 46 1.18100E GOAFCBp 0%.87. 2401k8 360180 WA WA WA WA 160189 WA WA WA WA WA 32866 420000 500 24 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: • • 71014355 3 • • FIGURE 4: Ell FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: • FIGURE 44" 411 • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,„,,,,‘ (OP�)X( yaANCHORCAP.e MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLEILL51.5. • • ' • ' 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEEN 15.0 • • •t..._••• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWl04.13H EE B•4O. • • • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.• • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.85. ALUMINUM SHALL BE 6003-78 AND A MOMS) OF .1251 • • • 2 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (1S GAUGE). STEEL :SMoT ••1' 2.70` X elt LLIONLEAST .126' THICK AND 000 ALL ANCHOR81NT0 METAL SHALL EXTEND AT LEAST Y• • ••••iTHEMAT�- •• o • • • • • • ••• • 1.000' r-- 3 Q 2 n n X 1 i 1 m 1 1 `\1111111111,//, •0''v10ENSF ' • 9 ' . * f No. 88705 SAT OF '1/0",S/ONA`L. T" A. LYNN MIIt I LLER, P.E. FL P.E.N 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • 0 • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 4A ((tuition Capa•hy Table llbedtt) 1 x .868 5540174bone 2.78 x Opening Width (For vat8 mb18 rmiltom) or Opening Hel91d (for hotlmr4a apamtrg m10ons) 6019 601n 7018 635 905 1035 16361 1401n 1635 1881144517811 Tom' Login R08184171211 Lowing Tom'R01021040 team Louth T417<3845 loadag R81381011437 178480 T1415711/45. loading R041e11 Loot* 714446109. 1292118Laadne 02424222 7487421509 lwdn8 Redmg42 lmdre Trap/15257. Lowing Realosolwr L20470 7mpM :hag. Lowing r Lowing 7021/84212 loa look; Alum.Loan 1 ii hi ii 11 hi ii it hi ii 11 hi ii it hi ii II hi ii 11 lai ii it hi ii 11 Ili li 11 h ii II hi it fl ilihi li II ii 11 hi li il la ii 1 11 iiihi ii 11 ii it la li I7811 425 170.0 820 1700 496 170.0 744 170.0 478 170.0 863 170.0 600 174.0 962 170.5 556 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 5468 170.0 821 1513.7 1620 170.0 621 1318 1020 1700 521 4614 170.0 706 1709 624 170.0 060 1702 864 1702 592 170.0 630 170,0 1133 170.0 681 0710 1276 1702 577 1700 1417 170.0 680 141.7 1417 170.0 680 121.6 1417 170.0 880 106.3 1417 170.0 680 80.00615 1704 747 170.0 613 170.0 866 170.0 031 170. 1048 170.0 664 1702 1163 170.0 723 1526 1285 170.0 747 140.3 1266 170.0 760 1219 1208 170.0 758 108.6 1288 178.0 750 61.4 1288 1710 756 0414 170.0 707 1702 612 1700 1355 170.0 001 1710 1118 170.0 764 1617 1139 170.0 003 133.9 1130 170.0 637 1202 1130 170.0 668 4705 1130 1700 681 86.1 1130 170.0 881 75.3 1130 170.0 081 645 170.0 885 1702 701 148.6 015 1823 701 1215 015 1442 746 1004 015 132.3 735 072 915 123.9 125 07.9 915 1185 720 792 915 114.4 716 825 816 114.4 710 542 015 114.4 716 635 161.0 630 9719 710 1205 830 1310 084 163.5 880 1x42 081 94.0 898 1122 610 64.4 830 104.8 002 719 830 MA 636 83.3 638 945' 649 542 663 94.1 648 47.4 630 01.1 649 8018 132.1 781 1402 650 110.0 781 1199 630 84 767 1069 024 626 787 011 814 73.4 767 811 618 665 767 842 600 05.0 757 70.0 543 475 767 722 691 41.3 767 78.2 691 721n 101.7 838 100.8 652 84.6 636 9t.0 540 80.1 530 692 638 72.2 621 816 630 605 514 609 820 92.3 508 42.4 636 679 600 38.3 638 86.3 407 8,1.8 038 55.2 487 605 671 904 463 72.1 571 75.8 488 71 67.4 470 64.1 671 60.8 471 489 671 555 484 432 571 619 469 310 571 47.0 451 30.9 671 44.8 447 27.0 571 44.5 448 781* 80.0 042 09.4 474 617 512 705 465 57.1 642 021 400 610 542 527 449 44.4 542 61.0 442 40.0 80 47.6 437 330 542 429 420 265 042 402 425 269 842 40.1 423- 801* 82.1 407 63.7 351 43.4 407 46.4 305 372 407 399 349 326 407 35.8 343 289 40? 321 334 28.0' 407 2073 394 217 4W 221 327 169 407 24.1 322 18.3 407 230 310 4013 429 356 44.1 320 329 368 87.2 914 317 308 324 309 20.0 330 28.8 304 239 350 20.1 300 215 350 .24.0 203 17.9 358 210 286 15.3 355 192 284 1081n 311 233 618 285 25.1 239 28.9 261 21.6 283 225 247 118 283 15.8 244 16.7 283 109 240 111 289 108 237 11101 279 29' 213 242 23.1 207 225 238 10.8 287 205 235 17.3 207 15.3 231 15.4 287 925 220 120 5 220 229 223 206 15.3 220 189 263 117 220 182 262 1_ _ TABLE 48 AnchorCapaciy Table (Me) Anchor O6pPaltenl9 608417814 27kComes ae10000. 1242.012.23 Med CO3 P7 Wood Motel MakeT7Pa 3116' Mao 11103421 114' Sao I20a094 619' Moo ti» 3715 Oho Moon 114'8500048885 114938 Eby A991t8e0X 6H0 Eta UWaeOn 114'88420 090140439 IRO Steel 8000(087 0re•a1 08780(88) 42840 8004638 802013/11038157 1' 2.1147 1' 2.102' 2.060' 1" 2412' 1' 2.112' 2' 3.55 2' 048' 0.64' 4256' Emeelmw912 1314 134' 13747 1374 3' 1.1147 154" 4114' 454' 2 Aaohol3 49 475 410. O. / 82,01eed or 0044 Cep 633313 38092 300163 46004 69006 1914 be 270 2805a 364133 74014 1.54" 468183 1.1147 2' 13W 1168' 63464 11112 g4 36302 (see •35541 680384 4 Anchors 421.18'1e*10.2 7 Si ro•a 2401281)889218 27 48003 70004 WA WA WA WA 380184 WA WA WA WA NIA 462182 y 1120184 4A044 423' EA 0.0.100 248 Ansis C4476333 780182 780164 68020 too 04 21302 940154 68084 WA 760 •e 098164 �2,0 230114 852 bw 1120184 2M9o80re 42 0.45 WA 0.0.1I14312 5801/8' Alam. 0'114) WA WA WA WA WA 8YA WA WA WA WA WA W!0. 718 bw 1 AM14N F4;29 1102.67 2 Anak•e ®1.151161 RC./ Ptllp(Flg 83 19514 155164 ' 228188 44864 822124 135 364 14004 VI Os 3701135 23414 33264 60109 18304 21064 26384 24094 365 g4 WA WA WA WA 1000e WA 1 WA WA NIA M04 42064 66364 NOTE: FOR Toff OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • IGURE 3: FIGURE 4: [1:11 FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE • FIGURE 8: • • C5CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA: Al4cHOR 0:0%) x tCAP••••,, MULLION CAP.,,,,,,.,. ANCHOR CAP.„. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINO:51M ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2'4 FOR GENERAL INSTALLATION METHODS. 1* - 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS A7D10R OPENING WIDTHS 18 ALLOWABLE. • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.254 • 2168' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 680. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.85. ALUMINUM SHALL BE 6883-15 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045" THICK (18 GAUGE). STRUCTURAL STEELBE AT • • LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • THE MATERIAL • •. • •• • • • • •• • • • • •• • • • • •• • • • • Xt76l"P'MULIN • • • .• •• •• •••• • • •• ••• • • • • • • • ••• 2 3 J as 1 pN$ pd 07 1 1124 13 4RODUCT I6VRSBD om1411Aug with 890 Fl8188 38122no Code Acceptance No 4 .•v`0\41-.YN1.4,� *I/ �``,�1'�' cEN$F .1''i, * ' No. 58705 '. *3et s 8• TE f3 . f A. LYPiN76611�, P.E. FL P.E.5 88105 ••• • • • • ••• ••• • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• TAS Mu81an Capaaay Table Me) 1" x 3.128" x Tubs 6� Op.nbb WWth (for vol I0 uMn3 m151one) orOpening Heklbt ( ) 60 In 402 7018 801n 5836 10015 120 fa 14001 14015 Redanstdar Loading 11574Wmg. Rectengu154 Leading 71414/9109 Lea** 25111169196 141020 057175539. Le 8 Rectangular Lading TraWTdeng. Loadn Redonda Lamas haWTdmg. Leading 15 Lembo 7004210419. Loading Re Oar Leading 73 47800. Leading Rml•nidar Laming 111051110g. 1.022/49 Rantander Lolea*vg 756/03540 te 3.2727 I 1 1 1 I 1 I 1 I 1 II 1 11 1.474 II 1 1 1 11 1.818' II 1 I 1 I 1 I 1 11 28012 II1 74012 II1 66412 II 14 S lei 4215 110.0 820 170.0 436 1700 `744 170.0 475 170.0 886 170.0 500 170.0 012 170.0 819 170.0 1118 170.0 691 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 154.4 1602 /700 521 4016 170.0 708 1700 524 170.0 660 170.0 554 170.0 082 110.0 830 170.0 1198 8702 681 1700 1276 170.0 577 3700 1417 170.0 690 157.7 1677 170.0 580 136.1 1677 170.0 680 118.2 1571 170.0 880 50.025 In 170.0 747 1702 583 170.0 816 170.0 811 170.0 1018 1700 684 1700 1105 170.0 723 170.0 1345 170.0 947 1700 1458 170.0 768 141.7 1485 170.0 768 121.6 1405 1700 766 1063 1405 1740 769 5416 170.0 197 170.0 012 170.0 We 1760 491 170.0 8418 170.0 764 170.0 1278 170.0 803 156.1 1441 170.0 637 140.6 1101 170.0 858 124.0 1401 1700 861 106A 1401 170.0 581 93. 1401 170.0 881 8015 1700 885 170.0 701 170.0 4483 1780 710 1668 1168 1700 876 1367 1158 4070 938 1223 1168 1626 017 111.0 1168 140.7 910 02.5 1866 144.8 603 790 1168 144.5 003 890 1158 144.5 003 831n 170.0 930 170.0 945 169.8 1040 170.0 860 1370 1049 158.8 660 1196 1049 141.7 848 1066 4040 132.0 830 960 1040 125.0 658 70.9 1019 110.3 WO 645 1049 1129 010 690 1040 116.0 819 6816 1868 588 1700 749 139.0 053 151.3 804 1161 955 133.7 788 104.2 055 121.4 776 028 085 1129 7E8 83.4 586 4064 757 494 585 06.8 740 580 055 047 740 621 655 967 745 7281 1284 803 134.9 897 107.0 893 1144 532 910 893 101.1 580 843 803 01.2 658 71.4 603 03.9 840 04.3 803 728 842 516 003 722 832 45.9 803 69.6 826 40.1 503 61.7 421 7015 4092 721 184.1 629 01.0 721 970 818 760 721 861 858 683 721 788 698 80.7 721 70.1 588 846 721 85.4 670 469 124 586 658 140 721 59.0 584 34.1 721 661 663 7816 101.0 684 158.4 658 84.2 886 69.4 657 722 854 75.4 978 63.1 684 70.4 587 561 594 04.4 660 616 884 09.0 631 42.1 904 81.1 841 361 864 415 638 31.0 884 502 694 9081 ' 866 514 876 469 640 814 97.3 440 47.0 614 50.0 440 43.1 944 440 433 38.6 614 406 427 32.0 014 37.3 421 27.4 014 162 412 29.8 514 20.4 406 240 914 290 403 93 In 642 492 567 404 452 462 47.0 318 *7 452 406 390 330 452 364 354 30.1 462 32.9 376 27.1 462 30.3 378 22.6 492 266 367 19.4 458 242 359 189 458 22.0 355 10065 al 367 804 522 31.7 351 323 317 272 357 28.4 312 218 587 262 308 21.1 3W 22.7 303 140 357 208 200 15.0 357 160 293 13.0 367 142 287 11. 897 160 283 111 fa 35.1 338 354 300 29.2 358 80.1 301 260 338 28.1 290 21.0 338 23.1 292 194 386 20.8 589 17.6 339 19.0 284 14.6 338 18.5 978 12.5 308 14.6 273 110 338 134 231 120In 21.7 240 282 583 23.1 269 23.7 259 108 2119 204 289 17.3 289 18.1 252 15.4 289 18.3 249 130 289 14.0 248 31.8 289 12.8 240 9.9 239 11,4 230 80. 249 10.4 232 TABLE BB MaherOapashy Tabb gbs) A410113r CS3 Patterns enbaila: 3.114 Omelets 3.100668. 11619*YOMU Med CHU P1 Wood Metal Amber1275: 5787 EkelOOaom 1/4191014rema @86'5785 ma= ffi157EIm LWea66 144 Bee Mum /8'00 Ma A09e0atm Sir Bae uamm Thr 080m Aggaeaar HO8MI Gomm 80281ee1 Guam 912131"4 Sumo 8) Edge Manes 663 t' 2412* Y 2.542" 3.118' P SW 1" 3.2727 r 3.118' 2" 0457 044 0824 Embedment 0 : 1.54" 1.914• 4.964' 434" 2" 1-874• 1.474 1184 1-1W 1-184 404' 2" 1.818' 13O (amro404) 2Ano1wm 02 4.75462 0.0. / 81114155143 7(9191) 30012 31025 459356 - 92030 184400 21012 28012 3640• 74012 ' 46030 66412 11823* 328156 420165 55812 4 Arse= Q1.16'MW,0.4/ 8242245 047(63, 22 4589* 700165 WA 10A 1244 NIA 88012 NUJ WA WA N'0. NM 8528* 84012 1220158 4 Anoka 23'800.0.0./652524a LLpa 4*I9.31: 78012 7800.5 88112 108030 189312 840165 58012 NIA 78040 00805 80012 2384.8 86230 84012 11. Ms 3 Anchors 020.45'tem O.C. /UCS, late 057 Atm*. (7l .48 NIA WA N/A WA WA 5I14 NIA WA WA WA 70A NIA WA NIA 207412 144e844/9445471267 405 495 15830 22530 44622 62225 135578 14012 17702 370 Re 23412 33292 39130 15312 20012 26022 2 Malta a 31, 1r Sim 0.0.1F4:BP0a945 24030 35005 WA WA NA WA 100 [be WA ISA WA SpA WA 328 DA 47012 56316 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • FIGURE 3 • • FIGURE 4: • • FIGURE 2 • • • • • • ANGLE CLIP MUST 8E USED 114 PAIRS. FIGURE 5: • FIGURE 0: • • ANCHOR CAPACITY ADJUSTMENT FORMULAI (O m) x ( ANCHOR GAP.""""1 =ANCHOR CAR,= MULLION CAP.„‘„,,„ USE THIS FORMULA TO OBTAIN Th• ANCHOR CAPACITY REQUIREDCORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MMIAUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPENING WIDTHS NI ALLOWABLE. •• • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.26 HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AM 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.88. ALUMINUM SHALL BE 6083.78 AND BE A MINIMUM 01.128' • • • THICK. STEEL STUDS TO BE A MINIMUM GRADE 39 AND .045" THICK(18 GAUGE). STRUCTURAL STEEL TO 88 Ale LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAIYONI: THE MATERIAL •• • • • 4100 •3, • •• • ••• 1+1.000'-t • • •• • • • • • • ••• • • • • • •• 1'Y 1prybZCWLUON•41• •(1' *FbWLL1pm) •• • • • • • • •• • • •• •• • • •41• • • • • • • • •41• \``11 { tLYNN 74i rl" * No. 88708 33.I!�Vsiftir- s,.. EOF ./.149:7 �`�� A. L MN MR618(Q`'.E. FL P.E.# 68708 LY= • • • • • • • •00 • • • • • • • • • ••• • • • • • • • • • • • • •• • • • 00 •O • • 0•• • • TABLE eA Mann Capacity Table gbe1R1) 1249.126 Opening Width (torw i6c80y-sporty means) orOpening Hetet (far hod 4paIgtn2ratans) 68 66 6366 708 6001 001n 1001n 1201n 14061 ISO In Rectangular Looting 9454111ang. Loadog Rectangular Wedgy 1te7Rdmg. Lowing Re,tmgu4ar loaded TreRdang. Loadg Rectangular Lambe 11a477dana Loading Rmeengutar Lambs 0s'1884g. Loafing Loafing 7/4710418. Loadlg Reatea929 Loed@tg 7rep4M•g. Loafing Nea6a•dar Load6g 7reentlen5• LeedOg Items Loa•ng ' Loafing 11 hih ii II ii 11 a li 11 hihih ii 11 ii11 2' ii 11 h ii 11 hi� li 11ilII 2' 1;28' � ii 11 la li 1 11# la 1 ja. ii 1 11f 1111414 21013 ii IIi -428,•- 611416e la1la ii 111 '38013 3e ' 421n 170,0 620 170.0 435 170.0 744 170.0 478 170,0 888 1760 808 170.0 992 170.0 618 1700 119e 1702 621 1710 1240 170.0 427 170.0 1488 170.0 621 145,8 1488 170.0 621 1279 1489 170.0 621 4811 770.0 768 170.0 424 170.0 850 1700 601 1700 893 1700 830 170.0 1133 170.0 601 170.0 1275 1700 077 1603 1303 1709 880 1302 1808 1702 880 111.7 1303 170,0 880 017 13011 170.0 880 4022610 170.0 747 1709 653 170.0 690 170.0 631 170.0 1010 1760 884: 170.0 1195 170.0 723 180.1 1235 1702 747 1409 1235 170.0 768 117.1 1215 1702 768 100.0 1235 1700 786 87.8 1233 1702 766 841n 1760 707 170.0 812 174.0 965 170.0 091 170.0 1118 175.0 744 184.4 1158 170.0 803 1372 1168 1700 837 1232 1158 1700 850 *02.0 fuse 1702 881 662 1165 1700 801 773 1165 1700 461 601n 1709 880 170.0 701 158.7 1642 170.0 707 1429 1042 181.1 032 175.1 1042 148.7 610 1112 1042 1382 601 1002 1042 1302 701 09.4 1042 125.1 182 719 1012 1261 752 626 1042 1201 7*2 6910 110.0 030 179.0 748 1412 092 1632 818 : 1*.0 902 1464 789 113.4 802 131.0 702 100.8 992 121.4 728 90.7 932 114.0 768 M8 922 108.4 746 84.5 992 1060 744 68.7 0992 1600 744 831a 185.4 847 170.0 768 1319 947 1400 780 1101 947 130.3 788 1004 947 117.7 782 819 947 108.7 730 82.7 847 1022 727 089 847 961 713 69.1 947 849 711 81.7 947 849 711 7211 185.0 849 142.7 131 1132 840 1219 727 07.0 040 106.9 708 849 049 064 898 78.6 848 89.7 028 07,8 840 82.7 678 652 840 703 859 48.9 849 716 842 429 408 114 651 109 *169 782 120.7 665 40.3 742 1026 862 62.5 708 80.0 840 722 782 00.9 820 842 762 742 020 672 762 892 813 48.1 742 628 662 413 182 289 601 361 762 59.4 690 78 in 1869 724 1114 631 89.0 721 042 621 78.3 724 62.0 809 066 724 74.4 089 69.4 724 49.1 501 53.4 724 8331 883 449 724 67.3 613 382 724 61.3 457 390, 781 590 485 9011 89.0 543 719 483 660 813 60.7 474 45,7 808 52.9 468 436 649 47.4 449 38.8 043 42.8 452 34.8 643 390 448 Mt 613 34.0 498 240 643 32.1 430 21.7 543 30.7 428 9810 672 475 66.0 427 47.8 478 407 418 400 478 43.2 412 338 470 38.6 410 319 474 34.4 400 24.7 418 320 365 230 478 201 366 200 470 202 380 170 470 24.2 978 1089 40.3 377 41.1 341 33.6 377 34.0 335 280 377 30.0 330 283 377 208 320 214 877 24.0 321 261 977 220 317 160 371 102 310 144 377 17.1 304 1161n 37.1 357 372 323 300 367 31.8 9111 200 357 27.8 313 232 367 24.4 309 200 357 22.0 305 180 357 201 301 15.4 357 17.4 204 12086 20.9 308 28.8 279 24.6 308 261 274 21.0 900 21,7 270 163 308 182 267 183 308 173 263 1441n 170 212 172 858 TABLE Avatar CepaoIly Table (87e) Anchor CO Patterns 50656808. 221t 4326024 Silk Coach, 600*43060.3 14100211 Pt Wad 644101 PadtorTip0: 3SWEho Masai tV111to59etm1Mr L01wm 3/1VBsoLrann 114" Boo Mann 44 140 Seo Age tin8'eoo Macon t/4'BBEIae Al Mr •to Mad Saw MS) Pi Steel Flaw (116) 112660• Scow (05) Edge Diskame (014 1' 2112' 1' 2.1451 11-111' r 2.12' 1' 2142' 2' 3-1.09 2' 048' 004" 0.324' 0866060o4104 1514' 1414' 1414 1414 2' 1-44 1-114 1-114' 1.44' 1-44' 1-44' 2' 1;28' 1515' (.05605154) 2An2.6845&78'M*O.b.I6I rdaip(RI14:4 Mlle 39065 j 460166 M013 15446110 210*50 21013 BIM a 740 Ws -428,•- 611416e 11080 --=:T3 '38013 3e ' 4.016105®228' 6®6.0.0.teta060d0p(Flp. 1* 700 Re 70005 630 Os 141060 862®9 64A 560 Os WA 800*57 WA 800 R6 6288 86200 840 Ms 1120 Re 8ARO=(01.18.Mt. O.0./86mdmd/21pfig. 4y 6801.08 140008 N/A WA 6888 WA 728 E0 NIA NIA WA WA WA 106400 166000 224085 4 Maas. r We OA i (530* M%o CBpe (662.6X 780156 7980 KWh 178005 KM n0 84000 6960 10813 148411b. 92885 1320®3 2384In 282164 84000 11281.05 0Motors ®ZS' 695. AC./ (2) 20 Au4srape rite): 157008 117000 107305 234000 284413 51000 040 to Net 114000 140000 752500 354068 67820 .126004 19008 4 Anchors I& 045606 AA! (#4347, Into WI' A3661. (Ng. 7): WA WA WA WA WA WA WA WA 6!A WA WA 6214 WA WA 143260 2Ashen 32226'6460.A/FCip(R6.8).. 35008 350 les 20005 72805 47805 WA 26013 WA 31660 001 44000 000 52805 42008 66008 4Mahn 61.16'Min. AA/Map (R6.6)• 48000 70008 67A WA 6888 WA 38000 WA 661 NIA NIA NA 85200 84060 112806 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • FIGURE 6: • FIGURE 2 • • FIGURE 3: • • • • FIGURE 41: • • • ANGLE CUP (FIGURES 6&8) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • • FIGURE S: FIGURE 6. FIGURE 7: 11 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DE..) X ( ANCH°R CAP'•""'") ANCHORCAP MULUC:N USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT LS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATioiterF1.0 .8l8 • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ▪ • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE • • • • • •• ••• •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT To SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. MOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1820. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW PMGROUTd+2.LED • • • • CONCRETE BLOCK UNIT (CMU) 814.015. CONFORM TO ASTM C430. WOOD SHALL BE PRdE88ERE4'REAIt D YELLOW • SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL SE 608346 AND BE A MINIMUM EF . 8' TFQCJ,(. S?EEI�• STUDS TO SEA MINIMUM GRADE 33 AND .048' THICK (1S GAUGE). STRUCTURAL STEEL TO T L 128• THWR AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MATERIAL. +j 1.000' f-- • • 2126" • • •- • • • owl ••MULUON iIi 18 1 a 8 N �•‘‘\ 001111W/h. INN /+We(�i*, 141 ��' yICEN&••'•`1P * No. 58705 1511 3sta 134,: A LYI� StuXER, P.E. FL P.E.6 58705 O 00 • • • • • • • • • • • • ••• • • • • • • • •• •• • • O 00 • • • •• • • • • 0041 • • • • • • 0• TABLE 7A 72181on Capacity Tabs ) 124x.370 .811401 Nam Tabs Opening WURh (7a t•16ca2y-apal*>in9 mWE0119) orOpaMn9 Height 00rhadvadei papoMMMng!Wilms) 6010 pin 7084 6018 0061 10061 60*4 1406, 18011 Radar Loading Tr/Winans. Loading Rectang48i Loading Tom. Leen; 688(80114 Loading Toptuang. LoamLeming Rea•10da $aldniaig. *084110 Realms Lowing 7078409. Loans RdeaKiva, L4ada1 Ttap101ang. 10adng Reolasonar Loading 170777400. LoaInO Reo a8 *01610 7mpItd* A. Loam Raotangdar 128669 114749140. 1.486341 2' 11 ii 11_1/ 054* 0.324' E1 s1a9 (90; 1491 II 1 1414' 7 i 1-114' 1.444' 141 ' 1.144' 1-144' 2' 14148' i 1 2AM**1 0:,'4.78121. 0.8. 1Stant22 Cap (1118. 1 a72r I 896160 i i 0804 Ds i I l •(90 45896 664 Bs i if li S M73In 428 170.0 870 170.0.."435 1410186 170.8 744 1760 478 770.0 666 170.0 606 -170.0 992 1104 018 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 -1008 170.0 41 170.0 1735 1700 821 170A 1881 170.0 531 4818 170.0 708 170.0 524 170.8 800 170.0 681 170.0 992 170.0 630 1700 1133 1700 881 170.0 1276 170.0 877 1700 1417 *70.0 881 1700 1700 170.0 660 170.0 1893 170.0 680 1512 2024 170.0 666 60.02610 1700 747 170.0 683 170.0 800 170.0 831 800 1048 170.0 684 170.0 1106 170.0 723 170.0 1346 1760 747 170.0 1494 170.0 768 170.0 1783 1702 766 . 1684 1819 170.0 760 130.5 1019 170.0 766 546* *70.0 787 176.0 812 170.8 968 1702 691 170.0 1110 170.0 754 170.0 1276 170.0 003 170.0 1434 1700 637 1700 1094 170.0 818 169.9 1709 170.0 881 137.1 1790 1700 850 120.0 1790 1700 881 606* 170.0 885 170.0 701 170.0 1609 170.0 797 1700 1240 *70. 878 1760 1417 *700 944 170.0 1594 170.0 990 168.6 1819 170.0 1033 129.8 1819 170.0 1063 111.0 1619 1702 1000 97.2 1618 1760 1083 8384 170.0 830 170.0 745 1702 1118 1700 650 170.0 1309 170.0 940 1760 1488 170.0 1015 166.7 1612 INC 1078 141.0 166 170.0 1122 117.6 156 166.5 1158 100.7 1642 1379 1167 80.1 1842 1572 1167 pin 170.0 174 170.0 789 170.0 1189 170.0 009 170.0 1384 1002 1004 1472 170.0 1088 142 1472 169.6 1148 128.6 1472 166.6 1130 107.1 1472 1474 1108 01.8 1472 140.0 1104 803 1472 1480 1100 170.0 1063 170.0 878 1704 1215 170.0 10099 1000 1320 _170.0 150.2 1101 144 1120 149 1082 117.3 1370 137.8 1008 1064 1320 1208 1049 886 1320 117.0 1024 76.4 1320 112.0 1013 600 140 112.5 1012 786* 170.0 1122 170.0 037 1484 1184 *59.4 1013 128.2 1184 139.0 664 1122 1104 189.7 078 00.7 1184 115.3 884 89.8 1584 107.8 882 74.0 1184 072 900 84.1 1184 00.1 027 661 1164 02.3 026 78 is 1861 1124 170.0 997 130.8 1124 1470 980 1168 1124 128.0 047 103.8 1124 115.6 031 02.3 1124 1064 018 83.0 1124 664 800 85.2 1124 89.0 800 80.3 1124 046 881 01.9 1124 832 078 001n 1001 844 111.0 700 90.1 844 04.3 736 77.2 944 621 724 614 844 73.3 712 80.1 844 004 702 54.0 844 51.4 893 45A 844 64.2 878 384 844 60.0 880 63.8 844 477 662 986* 66.1 742 01.0 669 74.2 742 77.2 661 83.8 742 872 841 66.7 742 699 831 494 742 84.1 122 44.8 743 49.8 8U 97.1 742 43.9 1100 314 742 19.0 590 27.8 74 379 684 10810 104 588 83.0 610 621 088 63.6 621 44.7 688 466 613 35.1 5811 41.4 666 344 608 37.3 466 31.3 688 342 492 20.1 688 292 451 213 688 284 472 100 036 24.7 466 11114 579 655 68.0 503 40.0 666 466 400 412 856 422 667 38.0 666 36.0 440 229 646 34.2 473 289 ass 915 407 24.0 666 27.1 487 20.0 616 24.9 448 186 666 22.4 442 12091 462 476 48.4 438 38.0 478 39.0 48 32.8 478 33.7 420 70.6 476 20.8 414 20.3 476 262 409 22.8 476 249 404 19.0 478 21.1 396 163 476 167 367 14.3 470 172 301 14418 286 330 217 366 22.0 330 224 301 189 330 19.3 897 18.8 810 17.0 203 TABLE 7B Anchor Cap111ty Tbb)o 0093-► AOOhWClip Peltsr13 2.714 Camas 3.6k Caw. *06660000 R203 OW P24444 Metal Anew Rpm 8318'3100 LEN= 1009'83x0larmoil 11118' Moo Wrenn 3115600 Ramos - 166Eke 1@rmin 114'883146 6138 6ti8'Eta Wu= 1/4'1303100 Aagre43akr NO 8121 8410/136) 11211941 8404(06) 112 81011 eaav(86) EO69aS O O (o) 1• 2.181 4' 2-147 3.10 1' 2481 1' 2442 2' 3-148' 2' 0.46' 054* 0.324' E1 s1a9 (90; 1491 1414' 4S74• 1414' 7 1.414' 1-114' 1.444' 141 ' 1.144' 1-144' 2' 14148' 1448' (80$ 1411 4) 2AM**1 0:,'4.78121. 0.8. 1Stant22 Cap (1118. 1 a72r 3120s 896160 46905 88096 0804 Ds 2706, 29006 354aa •(90 45896 664 Bs 4102 Ms 226194 420161 6O16"s 4Anetae8QM' MIA. OW. 18tmoIIazdQ(I.3) ROMs 700163 08066 1410186 852@0 NM *Ms WA 61x98 61A 88003- NIA was 8*0 lba 112006 8Mam9431.18'NAO.C./8124dcup l 4) 08088 140003- WA NA WA WA 76009 WA NIA 021 NA 10A 130409 1600103- 2240175 4Maws ta9'WA. 0.C./ft) 24AmPsCbt(Ry0 70003- 78584 80001 178503- 3288 Bo 040190 68584 78863 1480184 648 Ma 138505 238405 65204 640183 312006 8Maas apV NA0.C./09248N07eRips (Ra. 83 117004 1170I9 1520189 284003- 2844 Bs 810190 840 lbs WA 114010s 1404 Ma 137016 3648 Os 87880 126006 180003 4Nabors ®0A6Ulm 0.0.iUCBp.mt01*5 Aon (Ha 7* WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143204 2 Masora 42.85'1413 0.G/Rigg(At 5) 200004 360185 203 Ms 708*140 47813- *114 283306 WA 34803- 0145 440 M8. 0I5 328184 420196 88903 4Maws et1.WM050.C.r044fia.8 480 Ms 70066 WA WA NA WA 36006 WA NIA WA WA WA 852(9e 640(98 112914 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 2: FIGURE 2 FIGURE 4. FIGURE 8: FIGURE 8. 7.881.E NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 04 ALLOWABLE.• • FIGURE 1: • ANCHOR CAPACITY ADJUSTMENT FORMULA: • • - FIGURES: '• • • • • • • FIGURER • • • ANGLE CUP (FIGURES 666) MUST BE USED IN PAIRS. • • • • • • • • • 11 FIGURE 7 (DP ) X {MULLIONCAP =.88131011 CAP.® USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT t8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL VELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • 44.0▪ 00 SHEETS 10-20. HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 10-00, FIGURES SHOW SUGGESTED, APPROXIMATE 3101.E LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW A�-N'D.."-R GROUT -FILLED CONCRETE BLOCK UNiT (CMU) SHALL CONFORM TO ASTM C-90. WOOD a1wy. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 800F 0.69. ALUMINUM SHALL BE • • • 8083.16 AND BEA MINIMUM OF .126' THICK, STEEL STUDS TO 8E A MINIMUM GRADE 33 AN .044 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126• THiCK AND A38. AU. ANCHORS • INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • --� 1.000' J.'-- 6 2 0-1 (17 3 in 0X 1 1 4+2 \`0\ LYNW o•' GENSF'' * No. 58705 STA SS' bMLLLL2R1PE. FL P.E.# 58705 00111 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •0 •• • • • •• •• 0•• • • • 0011 • • TABLE OA NWIlan Capacity Table (b&1t4) 23(4x,26 Atm. T is Opening Width (tor nerl y-opaming 8256217) or Opening Helt08 (for horkoria9psp8is 8 m18o120 5055 80551 7010 801n 9855 103b 1201n 1401n 10010 Redensuter Loading TIM/ rang. Loadug Rectangular laming 71ap718ang. Leading Roo,455Wer Londe 0eA11dang. Loading Rea/angular L8a68 Rep/Mang. LoadIng Rectangular Loading Trapf07an8. Laming Reateragier Loafing Tlaplaier•. g RmdmBdlar loading Trapfilang. Loathe; Reotmguku Loafing Ral 1*Iano. Looming Reotan34or Load/41 WOW* loading 1 h it 11 / 11 h1110.i it it 144• 1.344' it II II it hi i 144' 1hih 1.1/4" 144' i 2' 1 hi (see note 41 hi 390100 � ii 460190 h1 I i 25000 III 7401ba' � I h it I6811, �3�i1 I 42 55 1700 620 570.0 435 170.0 744 170.0 478 170.0 866 170.0 508 170.0 882 170.0 510 1700 1115 1700 621 1702 1249 1140 r 521 /7001 1488 170.0 131 170.0 1736 1700 521 170.0 1453 170.0 621 4810 1700 708 1790 624 170.0 860 170.0 034 170.0 682 1700 830 1704 1133 170.0 881 1700 1278 170.0 877 170.0 1417 170.0 080 170.0 1700 1700 880 1700 1983 1780 660 110.0 2287 170.0 680 50552810 170.0 747 170.0 689 170.0 866 170.0 631 1700 1086 170.0 884 170.0 1105 170.0 723 1700 1348 1700 747 170.0 1404 1700 700 170.0 1793 170.0 144 170.0 2002 1700 785 1740 2381 0700 768 64 N 1700 757 170.0 812 1100 858 170.0 691 170.0 1118 1740 764 1700 1276 170.0 803 1700 1431 170.0 617 1700 1604 170.0 850 170.0 1813 1700 664 170.0 2231 1700 685 170.0 2660 1740 881 6055 1700 686 5700 701 1700 1083 1700 787 1700 1240 1740 578 170 1417 170.0 944 1700 1606 1740 998 1700 1711 1140 1033 1780 2125 1700 1033 170.0 2479 1700 1083 1848 2480 170.0 1013 6310 1700 530 1700 746 170.0 1116 1700 670 170.0 1313 170.0 940 170.0 6468 170.0 1518 170.0 1573 170.0 1078 1700 1659 1760 1122 170.0 2231 170.0 1189 168.7 2133 1702 1171 145.9 2653 1700 1171 1700 074 170.0 789 170.0 1169 170.0 903 170.0 5384 1740 10021 170.0 1630 170.0 1086 17110 1783 170.0 1155 1782 1968 1760 1210 1700 2338 170.0 1270 1810 3437 170.0 1213 132.0 249 170.0 1285 721n 1760 1083 170.0 075 110.0 1270 170.0 1009 170.0 1488 1740 1178 1700 1713 1700 1230 1700 1819 170.0 1316 1700 2128 1740 1307 145.8 0184 1704 14688 1240 2184 170.0 1520 1042 2154 1702 1030 7655 1700 (127 170.0 931 1780 1345 1700 1080 170.0 1670 170.0 1209 170.0 1784 1700 1920. 18&1 1980 1700 1421 1480 1860 1745 1806 123.8 1960 191.5 1518 106.1 1513 184.0 1138 820 1890 1847 1631 7811 1700 1161 170.0 951 175.0 1381 1740 1118 170.0 1611 1700 1250 1700 1842 1700 5398 152.7 1881 1700 1474 137.4 5691 163.1 1600 114.5 1885 147.3 1471 98.2 1881 1130 1413 852 1681 137.0 1454 9010 1700 1328 1700 1144 149.1 1390 1060 1210 1270 1398 1380 1196 111.0 1078 121.3 1175 89.4 1398 110.2 1162 85.5 1398 101.8 1147 74.8 1398 89.8 1122 03.9 1395 82.7 1105 65.9 1396 769 1095 90 55 147.4 1220 1810 1098 122.8 1220 127.8 1079 105.3 1220 111.2 10811229 98.0 1044 612 1229 69.0 1075 73.7 1228 42.4 1018 81.4 1098 722 883 627 1230 65.0 977 461 1228 62.1 887 10010 103.8 871 1050 877 60.3 671 660 892 74.0 971 77.2 840 64.7 ` ‘a.13-919 071 684 837 570 071 51.5 828 51.8 871 60.6 618 43.1 911 49.0 708 970 971 44.0 702 32.4 571 40.8 711 11110 980 859 07.3 832 705 910 812 eta 08.1 919 70.0 808 03.9 794 63.0 019 59.7 784 47.7 919 61.8 774 39.7 515 44.5 703 34.1 519 402 742 208 919 27.1 703 12010 765 788 78.8 710 029 788 64.8 705 639 780 668 895 472 780 444 888 412 78644.4 J 577 37.7 788 40.5 680 31.5 786 34.9 553 27.0 788 31.0 641 34.8 785 28.4 631 14455 437 548 442 804 35.4 548 37.0 498 312 548 31.9 441 27.3 645 212 455 24.3 546 263 479 31.6 846 220 474 15.3 648 19.5 484 102 848 17.2 495 13.7 648 160 446 TABLE 9B An horCapoetty Table (IMO AndlorCVPatterns 55..0ata Irk Gloome9. 3.655 Coro. 140080080U Med 00(0 P7Wood Metal Andmr Type- 3115' Eloo Memo 174 Elco UWrason G0° Mem 3118.844 mace 1M�o*Oaoan uc8913w Aggxlmtar 6110 em Mauro 174.89 Ego Aggetdatar Mg Meal 8mm fta 84,474357 912 Steel 88ew0661 Edge Ix6tano. Ont: I` 2-513' 1' 2442' 3.16' 1' 2-02' 1' 2.572' 7 9170' 2' 0.0 0.64' 0.324' Embedment 505 144• 1.344' 1.168 144' 7 1-114' 144' 1.114' 1.1/4" 144' 1414' 2' 1-318' 1418' (see note 41 2 Anthem 59 4.76"1410. O.0./81madald13O 1or2le 390100 988180 460190 59080 1844 We 27098 25000 38461 7401ba' 48870e 17341te 11429. 328110 4201M 6809. 4An80096290.'680.0.0./l d558904935 740 Rs 74000 830 Ba 148805 1424@0 WA 680170 WA 99588 WA 88098 WA 022Po4 54066e 119888 6Amino 991.71. Mtn. O.G/Blo0dmd 687(11642 88090I? 750& 0 00 10488. 8 WA 703 9. ' WA 70090 WA WA R9A 97500 128890 188090 4 Anabom 3'6,0.0.0./(11246 Angle 0010 (lig. 655 78090 68090 168090 1090 00688 g0 WA 76090 93090 8809. 238488 81390. 94090 112088 8 Anah•e®3'MN. 0.0./(2)2x8 Mate urns on 117090 117090 10239. 2340Ma 284400 8 84090 WA 114000 1450 as 1309. 354800 87890 12989s (880 90 3Artdil•a 441.34'680.0.0.! Uap, Mo U8' Alma 056 it WA WA WA WA WA WA WA WA WA WA WA WA WA WA S4 6Md8ee 64 0.6P 6011.0.0. 7 U47�, Into WV Num. 090 0.k WA WA WA WA WA WA 170 WA N/A ' 790 WA WA WA WA 2146Um 2Anahnft 2.88 Mtn.O.0. 1PQ8p 0085): 3709. 370103 3180.0 76390. 71290 WA 2809, WA 340190 WA 44094 WA 328 Bs 4209. 6809e 3M03550 441.71' MM. 0.0. 1Fr110P15. 164 39110. 390 On 34090 7809. 94093 2/090 280 Re WA 3809. 48090 44090 1105 to 32088 42090 60098 FIGURE 1: • - FIGURE 8: FIGURE 2: • • FIGURE 31 • • is FIGURE & • • • FIGURE 7: FIGURE S: FIGURE 8: FIGURE 10• • • • FIGURE 4: • • • • • • • ANGLE CLIP (FIGURES 8&8) MUST BE USED IN PAIRS. ()CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.)X { ANCHOR CAP'"'""°,) ANCHOR CAP._ MULLION CAP.,... USE THIS FORMULA 7O OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MLILU014 CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: �� 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 22 FOR INFORMATION ON LOADING. SEE SHE 2 4 F067 •• •• • • GENERAL INSTALLATION METHODS. • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS I8 ALLOWABLE. • • • •• ••• •• • .260' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1820. RGURE8 SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. • ••• • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONttlip BLOKK UNIT • • (CMU) SHALL CONFORM TO ASTM C.80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH 11.9 OF 145$$ • • • • ALUMINUM SHALL BE 8003-T6 AND BEA MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .005' THICK (18 • • GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTENDAT fEAST4 SCREW • THREADS BEYOND THE MATERIAL 2.000'- • 4000' • • • • 49 • • 30X 4X26' jW.iI�N • • ••• • L a 1 1 1 1 *,RODUCT RHYMED es eareplyine wihateRonde 35084 03110 Tlo_m>rf''� SLI451110110, ••N.N, Nq .7Nh .4ri `'/i *r N0.68705 * • LA ;33 o lc t3 itc5Z' ST E CCI` tAuti 0%0° A. LYNN MILtOER, P.E, FL P.E.H 58706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A MuN(on Capacity Table 1.28" x 3.188" x Opening Width dor vetticaly-spa muiims)orOpening He.,ht(Cc halze-6pamng016i40fm) 6001 8014 701n 6045 9014 10044 17045 14014 18464 157918891021 Lowing 151101110110. 1.86200 61963 Loafing tlNafesg. Loading Roeten3nlsr Loading tmp79fan0. Weans Raofan9105 Loadag 4eplTdelu. LomOy Reotm•45 Wean tm➢191899. Wang Real or Loans 1189111990 LentoLocoLoading Rederevler 11871770509. Reatengular Loans 11ap7T05g. Woke Reat835900 Laa tWN Lang. Loemng i it ii it ii it ii 11 ii it ii it ii ii ii it ii it 11 ii 11 li_11 2 Makes 004.-. MA. O.1/ 0008*ard CDs (Fla 1) 380 (63 11 l 11 l 270100 201180 384100 1 7 804100 11 li si786 4214 170.0 520 170.0 438 170.0 744 170.0 478 170.0 e63' 170.0 508 1740 082 170.0 618 1700 1110 170.0 921 170.0 1240 170.0 621 170.0 1488 170.0 624 170.0 1736 170.0 821 161.8 1788 170.0 621 4810 170.0 708 170.0 824 1700 550 1700 684 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1276 1700 871 170.0 1417 170.0 880 164.8 1648 170.0 680 1327 1648 170.0 800 118.1 1648 170.0 400 6002614 1700 747 170.0 583 1700 808 170.0 631 170.0 1046 170.0 881 1740 1186 1700 723 170.0 1346 170.0 747 1870 14688 170.0 768 1392 1488 170.0 700 119.3 1488 170.0 788 104.4 1488 170.0 768 641n 170.0 787 170.0 612 170.0 656 170.0 891 1702 1118 170.0 764 170.0 1215 IWO 703 163.1 1378 170.0 837 148.8 1378 170.0 660 123.3 1370 170.0 Bal 104.8 1378 1700 861 01.7 1370 170.0 881 6014 170.0 088 170.0 701 1700 1083 170.0 707 168A 1168 478.0 878 139.0 1166 187.4 030 4236 1168 1049 910 4112 1163 -1804 912 82.7 1160 1440 938 70.4 1168 1440 896 60.8 1110 1440 906 831n 1700 070 1700 745 180.1 1081 170.0 eta 1372 1061 453.9 862 170.1 1831 142.0 640 1047 1661 132.3 037 96.1 1061 170.7 810 80.1 1061 118.0 622 , 660 1831 119.1 821 600 1831 110.1 831 8813 197.1 957 1700 715 139.3 837 161.5 805 119.4 507 134.0 780 104.4 837 121.0 777 92.0 057 1128 787 83A 061 108.9 755 150 057 100.0 760 09.7 957 88.9 748 522 667 86.9 746 7214 122.7 804 135.2 838 107.3 834 1152 694 91.9 606 101.3 671 80.4 804 61.4 880 71.6 804 64.1 960 84.4 004 786 843 630 804 72.3 833 480 804 08 az 402 804 490 628 183.4 722 114.4 830 612 172 970 618 742 772 863 800 88.4 729 787 683 830 772 70.3 688 54.7 722 665 680 462 772 W.6 670 70.1 722 68.7 683 94.2 742 682 664 7614 1012 805 406.0 800 64.4 886 880 608 723 883 780 877 590 885 70.6 683 58.2 885 84.6 680 50.9 885 80.1 654 422 885 61.3 843 382 889 51A 637 310 886 002 698 0081 80.9 615 880 457 84.9 915 57.5 449 47.1 616 60.1 441 412 818 44.7 434 30A 510 448 428 33.0 915 22.4 427 270 815 33.1 413 23.6 018 700 440 70.8 816 29.1 404 63In 64.3 463 668 404 45.3 463 47.1 397 38.8 453 41.0 391 33.9 463 344 385 30.2 463 33.0 378 212 483 30.4 374 228 463 286 958 19.4 403 24.3 380 17.0 463 729 359 40861 381 388 390 823 310 360 32.8 318 272 359 W.4 313 236 159 703 308 21.2 708 22.7 304 10.1 388 20.8 300 150 368 16.0 293 1111n 35.1 338 386 300 20.3 338 30.1 361 25.1 338 281 227 77.0 338 232 283 198 338 20.0 289 17.8 333 181 285 42014 270 290 263 264 232 300 23.8 280 119 200 20.6 288 17.4 780 162 253 100 4 280 184 249 14401 181 201 118 199 TABLE 8B Anchor Capacity Table (Ms) AMONClipPattern Se8e0ete: 37k Concede 3.814 Caw WWII C1,01 WW1 CAW 77 Weed 146441 AndiBrlype 3J18Eta Mown Sr [Baolbruor 6/187 Eno1406 t660con 918 Env Meow U4E•eoWmeon Elco Amstar 5/157 Ego U6reoon 114* NEW Ag•oa00Or 6408!64 Brew 038) 812 awl 850.8(08) 012 8181 ears (418) Eden Mame (Ivj r 2-117 1' 2.17 3.1/37 r 2.11r r 2.12' 7 3187 7 44r 864' 0.3247 8mbeap5690 147r 13757 1304 for 7 1.1157 1492. 1.14° 1.1/4' 1-114 1-115' 37 1487 437 (we 08te4) 2 Makes 004.-. MA. O.1/ 0008*ard CDs (Fla 1) 380 (63 3901404 480100 833130 1844 Me 270100 201180 384100 740100 48308 7 804100 1182 es 126118 42009 683.0 4Amhorse 1.1r MN. R0.1Standard can 57 2k 48069 760@8 WA WA WA ISA 360(00 WA WA WA WA WA 852 W4 84064 112010e 4 Anal= 403' 1 140* O.C./(2) 24Mg% 010 wia, at 730100 700160 830130 1680164 189884 6408• 68054 WA 75000 8388s 88010. 2384@. 85213/ 64068 112004 4 Arnhem 5 0.41. On OA /1101 3801037 AMA 1719. 4 WA WA WA WA WA 1404 WA WA WA WA WA WA WA WA 143240 1Anobor/74111*4779 k 16869 15600 Abe 44908 22215 13564 14069 171105 370115 234100 332.93 69100 16304 21016. 20166 2 Aggro tic' rot. oz. r F.oprtg. 55 240134 300@5 WA WA WA WA 180155 WA WA WA WA WA 32846 420 Me 65080 : FOR TLE OFFSET CI.IP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 6: • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULAI MP.) `AUCH0RCAP. 1 ANCHOR CAP.,, MONUSE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 13 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR (48TRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.• • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, BEE • SHEETS 1S-20. HOLES TO BE DRILLED I4 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMNA,' SHAUVE 6083-T6 AND BEAMINIMUM OF .128' THICK. STEEL STUDS TO 841AMINIM GRADE33ANO .045' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126• THICK AND A36. AU. • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL: • • 1--7.2647-�f ••• • • • • • • 3.14180 •• • • • • • ••• • • • • 4,4X- hiutjtote • • • 4L1-14y0F 311.11.14PNI • • • • • • • • • • • • ••• • 2 Q C PRODUCTREWSED as 8601p)y100.9/I5 the Florida Acceptance&danceNo =.15.05 * No. 5874)5 SITA1 01• /��Oi8i,;i� NCN A LYNN/I�AI n1P.a FL P.E.# 68705 ••• • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • •8• • • • • • • • • • • • • •• •• • ••• • • TABLE 10A MuWon OSPeosy+ Tttb7e (Iba1R2) 21011.25Leading I'M uM�lk Opening SUM (for 1871AOns) or Openfn5 Hof&h1(for h0rinols l ri ,salons) 000n 6001 7041 80In 991n 10010 120(0 14001 18001 Re41m1•dm Tiep121550. Realea051ar Load*, Load*,� 750 I** LewinLom01g Rec49 4o Trep$Tdmg. LamingII Reatenekr T070T0555 R8:4e874m Loadng 'Oe /70311. Loam Rettm•ldar W256 T739/511037. Leading 1 5.006708 11991/1585 Losdtg 'Reim Load* 780111 058. Leeks 0001005002 1793/111351• II it II � ii 11 � li II h ii II � 11 i il la il 1Loadrg 11 li 1 li la li 1 u la 1 la 1 la 111-1111111111111Imam II si II 11 ii li II ii il it it la li 1L4o0r il 11 ii I 4201 1700 1374 170.0 488' 1704 744. 1700 478 1705 838 870.0 606 170.0 902 170.0 080 1700 1118 1790 821 1790 1240 170.0 821 170.0 14883170.0 14/A 521 170.0 1735 170.0 521 170.0 1133 170.0 51- 4801 1700 708 1790 614 170.0 880 8704 684 170.0 892 1704 830 1704 1133 1700 884 170.0 1275 1704 887 170.0 1417 170.0 880 170.0 1700 170.0 681 170.0 1883 1704 880 170.0 2207 170.0 480 60.8060 170A 747 170.0 563 170.0 398 1704 631 1704 1048 1700 884 170.0 1185 170.0 723 174.0 1348 170.0 747 1700 1484 170.0 788 170.0 1703 110.0 766 170.0 2022 1705 786 1790 2391 1700 768 0411 1700 797 1790 812 170.0 068 170.0 401 170.0 1418 370.0 754 170.0 1216 1700 603 170.0 1434 1790 037 -1704 1604 170.0 858 170.0 1413 170.0 581 170.0 2231 1700 681 470.0 2650 1700 801 6001 170.0 888 4700 701 170.0 1062 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 1700 5504 170.0 880 1700 1774 1704 1039 170.0 2125 170.0 1083 570.0 2470 1700 1003 170.0 2833 870.0 1083 8310 170.0 930 170.0 745 170.0 1118 170.0 880 170.0 1302 170.0 846 170.0 1488 170.0 1016 870.0 1873 1700 1078 1700 1880 170.0 1122 170.0 2131 170.0 1180 170.0 2809 170A 1171 170.0 2078 1704 1071 8001 170.0 974 170.0 789 170.0 1488 170.0 503 170.0 1384 170.0 1002 170.0 1555 170.0 1080 1700 1753 070.0 1103 1700 1046 170.0 1210 170.0 2338 170.0 1278 170.0 2727 170.0 1280 170.0 3117 170.0 8206 7201 170.0 1883 1700 878 170.0 1275 170.0 1008 170.0 1458 170.0 5128 170.0 1700 170.0 4228 170.0 1813 170.0 1315 170.0 2128 170.0 1387 170.0 2650 170.0 1489 170.0 2975 1700 1188 1700 3400 170.0 1530 7811 170.0 1122 170.0 831 1700 1345 170.0 1000 170.0 1570 570.0 1289 1700 1784 1790 1322 4700 2019 170.0 1424 170.0 2243 170.0 1028 170.0 2622 170.0 18'29 170.0 3140 170.0 1 884 1700 9609 8700 479 7001 1700 1151 170.0 867 170.0 1301 1700 1116 170.0 1014 170.0 1260 170.0 1842 1790 1339 170.0 2072 170.0 1474 170A 2302 1700 1564 170.0 2753 170.0 1700 170.0 3723 170.0 1777 170.0 3463 1700 1788 0001 1790 1328 1703 1144 170.0 1594 1700 1325 470.0 0050 170.0 4498 176.0 2110 170.0 1863 170.0 2991 1704 1703 170.0 2350 110.0 0010 170.0 3186 170.0 2126 1590 3415 170.0 2278 133.6 3413 170.0 2361 9811 1790 1417 1704 1232 1700 0700 1700 1494 170.0 193 170.0 1022 170.0 2237 170.0 1784 170.0 2560 170.0 1982 ,1700 2833 170.0 2395 160.0 3199 170.0 2338 122.1 3199 189.6 2470 120.0 3180 1881 2428 10801 170.0 1394 170.0 1409 170.0 1913 170.0 1047 1709 7220 170.0 1220 170.0 2550 170.0 2878 484A 7181 170.0 2271 148.3 2781 101.9 2393 123.0 2761 140.4 2181 106.0 2731 1289 2234 92.7 2781 1100 2105 11110 170.0 1838 170.0 1484 170.6 1985 170.0 1700 170.0 2283 170.0 1922 170.0 2821 1740 2149 151.0 2832 1623 2245 136.8 2882 148.4 2210 113.5 2912 128.4 2168 970 2832 116.1 2128 804 2832 1803 2888 12011 170.0 1771 170.0 1580 170.0 2125 1790 1859 164.4 2252 1895 1991 135..1 2262 141.4 1064 110.1 2252 127.2 1888 1091 2252 118.1 1918 00.1 170 09.0 1572 772 2282 08.9 1838 870 2252 614 0008 14411 126.1 1504 028.8 1445 104.3 1564 100.1 1426 39.4 1864 014 1407 702 1684 80.7 1388 88.8 1564 723 4373 028 1884 65.7 13588 52.1 1584 500 1590 44.7 1694 492 1308 39.1 4884 44.4 1283 1 Anchor Capacity Table (Ms) AnchorC5p Panama Substrate 2.* Genre* - 3.514 *no. H(41owCMU P504014U P1W488 Meld A1s0xTy0e 22116 Eke 1700441 114 Faao1lmeoerl eM8'Eb0 Macon 3/18'fi0p18tWp4r1 11"413094511,001 11588134* 905311411 5%B•E" 18066411 114"8813** Ag01s00t4t 61005.1 6455/9351 612&084 041526357 M281401 Sane 935) Eels Olsten* 557 1" 2.117 1' 2.113' 3.1/8" r 2.17• r 2.133' 2' 349' 2' 0.40" 0.84' 9324 Embedment 519 6314' 13th 1374" tare 2' 1-'767 1.1$4' 44/4" 1.1/4 1-114• 1-114' 7 1363 1418" (see nee 4) 2Ankle 0475' 70110.0./ Godard GO (F15. 1 or27 390 Me 31090 4501* 8800* 16448, 270160 28010 3549, 740100 4601* 184 Se 115208 37080* 4281* 180 Ns 449058385404.1330050 0.0. 1 8151830 340(188.37 78068 790122 800 ifs 1780168 308460 82016* 650108 70816* 1480®0 9980* 110460 23841, 852 88* 04015 1'20100 8 Meta 451.71" WA 0.9/ Manch* C5p (7g. 47 119050 1400 M0 101008 2595 00 TBA WA 84006 NIA 10856, 14/A WA WA 1304 034 1690768 224000 4 MON* 453` MIs 0.0. /(2)216 A1314 087116.93 67 70065 780100 3806, 1880160 1808108 53960 56000 WA 7801* 9860 8801a 2384158 8626, 04010 1120888 am** 8021051.0.0./42126A70100970(108 57 165060 '19060 1390183 312013 379218 108060 112003 WA 152090 187268 17501* 472810 130400 1880122 224060 1290461.0 48 1.W 190 OA /(2) 215 Ang1e 0988 (710 77 108010 210010 1440 00 3780184 WA WA 13201* WA 150010 WA WA NLA 1110 90 30201* 33601* 4 An461.4451.34.1164 O.C. /16010, 0,22110' Num. BFg. 87` WA WA 82A WA WA WA WA N/A WA WA WA WA WA WA 143260 8Mews 45 984" 6111 0.0. /12021, 038118' Num. fig. 97 WA WA WA NIA WA WA WA WA N/A WA WA WA WA WA 286410 2 01000* 48400' MIs 0.0./ 7428309. 107 39080 360022 4506s 39060 103210 27000 28060 8841, 74080 8080, 05211 118210 82810 4201, 08090 4A40.5*40 .74* Mn. 0.0. l F.007559117 580122 70010 50581 128808 WA NG 470180 WA 63300 WA WA WA 05260 84014 11280* FIGURE 1: 111 FIGURE 8: • FIGURE 2 111 FIGURE 3: • • • • FIGURES: • • • • FIGURE 4e FIGURE 8: FIGURE & FIGURE 10: FIGURE 11. 01 ISI FIGURE P • • • • • • • • • • 11 i ANGLE CLIP (FIGURES 6.7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ( )X(MULLLONCAP ANCHOR CAP USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED` CORRESPOND8NG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. !TWILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDmONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET 22 FOR trirtseir 1:4 • • LOADING. BEE SHEETS 2.4 FOR GENERAL O 8TALLATION •METHODS. • . • • • . 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDT SS3 ALLOWABLE. • . . . • 3) MULLION AND MULLION CLIPS BLOWN ARE NOT 70 SCALE. FOR EXACT DIMLRd!)ONSr8E!S4oELg1 18-20. HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION& 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLY GROUSFILLED• CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD MALL BE PR888URE-TIERPED • • YELLOW SOUTHERN PINE WITH AN 8G OF 0.80. ALUMINUM SHALL BE 0083- c• MIBJ 2B •' .1 • THICK. STEEL STUDS TO BE A MINIMUM 0005E 33 AND .045* THICK (18 8 ffl4, + ya TQ • • BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND T 3 SC • 2`XMXO' THREADS BEYOND THE MATERIAL. 01007.7001 2 Z 2 a 1 80 X 4V 1 �Ir LYNN * ' No. 68708 * 'b•a 0 /5 /.3 _ ;7.73% �STATE 0'F • • ((/:z. ��44.`S••:4LORtoP.• S�OIdAL.``�. •Irtiiiil1t4 A. LYNN MILLER, P.E. FL P.E.B 68705 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLEIIA i4u1110n Capacity TOM (MOM) 196' 12.11" aTubb Mal Opening WINE (toraerloally-spaMngmullions) orOpening HetoM Om hstizonialltsoarningmullions) 60In BON 709 601n 609 10048 1208 1409 18001 Renta lm 14039 7107+7807•. 1.9499 133976 40? . Wears 7a1pallar• 13ding R4aimg14U 13319 TraprnOm3 Loa6n9 Reaf3ID8ar 13919 Tm3716atg. 1.999 R31mBWar L3di,g 799639. .000115 931an• lar LA2@4g 190d1635 L3dilg Fistaxasular 1.01619 7a8p/74eg. Leadlog Malamute? LoatEn9 T•plf4an0 Loilliag Rectangular Loading 744877580 laadit• 11 ii 11 i fl �� 111111111 i A. 0.874' II II 11 11 11 II 111111 1-14" 1-14" fl 11 II 11 II II II 11 l l 11111111111111 168019 9 1858133 041 075 655980 qq 788114 li 11 li 66219 429 1442 626 187.0 423 120.3 626 1483 410 103.0 626 1369 414 901 8213 1348 411 80.1 628 134.1 411 721 620 131.1 411 60.1 628 1311 411 " 61.5 528 134.1 411 461 626 134.1 411 489 gab 403 1046 333 80.5 403 647 326 69.0 408 88.4 320 60.4 403 61.4 317 637 403 70.1 316 483 487 78.6 314 40.3 403 75.0 314 348 409 766 314 30.2 403 788 314 9.8289 623 382 81.0 301 888 262 783 204 588 362 71.8 288 61.5 387 67.2 256 45.7 361 64.6 284 41.2 382 686 389 34.3 382 63.6 283 284 282 6433.6 283 287 361 885 283 618 679 318 74.1 287 58.5 315 842 281 488 316 517 255 414 318 61.6 263 37.7 318 60.6 230 386 318 486 249 283 318 45.1 248 24.2 318 490 248 21.2 818 411 248 60In 49.5 268 61.1 219 412 268 45.7 244 383 2813 447 210 308 287 37.2 287 27.5 268 348 334 247 268 39.4 263 208 245 322 201 17.7 287 322 201 15.5 266 322 201 639 43.7 234 46.6 200 30.6 234 391 196 306 234 34.7 183 .287 234 31.6 159 217 234 29.4 188 21.4 234 289 164 17.8 234 28.6 183 163 234 286 183 134 234 285 133 88 9 37.2 213 39.4 183 31.0 213 33.7 179 38.5 213 218 174 282 213 219 173 20.8 213 261 170 788 213 23.7 189 166 213 222 187 13.3 213 210 180 11.6 213 220 188 729 288 178 30.1 156 288 170 25.8 162 244 178 37.6 148 17.8 179 20.3 147 155 178 18.7 145 789 24.3 181 25.4 140 213 181 295 137 17.4 181 180 1361162 101 17.0 , 133 709 236 162 236 133 186 162 039 131 181 182 17.6 128 I TABLE 11 Anchor Capita,/ TabI. (Ms) An19fot Clip Moms &Siutx 2.7k Comets 3.61 094 HoIlo•O6h1 sued Wu PTWoo4 Meld A304Y114 Stir Mao lAmoea 1/493440 Utr3m 648 Eta° Us•oan 3119 Hw10U341 174" ass WSI100n Ur 88 Eke A311539or 8178' BIOS Mom 1/4`48 Woo Ag74e0018w 01054018 8aelag48) 11 91251. 8eee(05) •1288751 8331/1/41 Edge Usfms Erg: 1' 2412' 1' 2412" &U8' r 243 1' 2.112' r 3446' 2' 448' 064' 0.874' BnSedmetom 1.411 1314' 1.374" 1-314" 2' 1-14' 1-14" 1-14" 1-87 1414' 1.444" r 1.946' 1416' (419881.4) 4 040149 20 3' 494 MR 7 (33293601 4324 (R8.1)1 380 ks 769165 ' 6885, 168019 9 1858133 041 075 655980 788114 tit. fibs ' 88655 2364187 66219 840188 1432487 FIGURE 1: • • • • ANGLE CLIP MUST SE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS *NCIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANCHOR CAPACITY ADJUSTMENT FORMULA (DPe) X ( ANCHOR ."'°} ANCHOR CAP.,m MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 03 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONALANt3OR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-88. WOOD SHALL BE PRESSURE -TREATED • YELLOW SOUTHERN PINE WITH AN 8G OF 0.85. ALUMINUM SHALL 8E 8083.18 AND BE A MINIMUM OF .126' • TACK. STEEL 8TUD8 TO BE A MINIMUM GRADE 33 AND 948' THICK (18 GAUGE). STRUCTURAL. STEEL TO BEAT • LEAST .126 THICK AND A38. ALL ANCHORS INTO METAL MALL EXTEND AT LEAST 3 SCREW THREADS BEYOND. • THE MATERIAL. r-1.78('-1 • •;�..,/i_ • • • o iX.}2H N• FIN ALU ) •• • • • • •• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • ••• • 3 1 1 1 1 8 M 2 PRODUCT RHYMED es =implying vat 160 0103448 AA ro'1No23-R:ZS.OS \‘�,41 LYNN 414,�� 'B� • t u !S 3 -,��5•. FCORLOP.» = S�ONAG 1 0s A. LYNN MILLER, P.E. FL P.E.#58705 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • ' • • • • • • • •• •• • • TABLE 92A Mu12on Capacity Tabt• (lba1Ilr) 3.28° 30 BAY ULL OpoNnpWidth (fee witIoatl epanrinmmUSoom)ofOpantngHearporhot*5Mo0y-spas1 rsm1 ) 6010 * 8016 705 80th 9046 1605 12014 1405 1605 7595111589 Leadtg 752n5510. Lamb80 Raelmgttar Leadag T4148*80. Loafing Reotalt9alar LoetBp 1149791547. tnatlng Recta/War Laad09 Tia916ang. team Rectangular t+eede0 5.9411695. taealg Reaten94iar Loafing Trap/Mang. Leaang Rectanylar 1.0553 TrepfT495. Laming Restangular LaadI g 1*5i l0eng. Loedetg 65415126lar Waring TreplN•g. L068 g 2u1' I 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 528 use 425 170.0 820 170.0 438 170.0 744 1780 478 170.0 680 170.8 606' 1700 9922 170.0 615 170.0 1118 170.0 621 170.0 ' 1240 170.0 021 170.0 1486 170.0 621 170.0 1735 170A 621 ' 149.1 1740 170.0 621 495 170.0 708 170.0 624 1700 800 170.0 484 170.0 992 170.0 890 170.0 1138 170.0 881 170.0 1216 170.0 877 1700 1417 170.0 880 162.2 1622 170.0 680 13005 1622 170.0 660 1143 1622 1700 680 50.8255 170.0 747 170.0 8133 170.0 808 170.0 801 170.0 1048 170.0 864 170.0 1198 17/10 723 1750 1348 170.0 747 , 184.2 1443 170.0 768 138.6 1443 170A 768 117.3 1443 170A 766 102.8 1443 1700 760 845 170.0 707 170.0 012 170.4 969 170.0 691 1700 1118 1700 754 170.0 1276 170.0 603 160.4 1380 1700 837 144.3 1353 170.0 680 1283 1353 170.0 661 103.1 1363 170.0 8881 902 1363 170.0 661 605 170.0 808 170.0 701 170.0 1093 1700 707 187A 1219 470.0 878 148.1 1218 170.0 064 1259 1218 159.5 936 1160 1218 1621 924 07.4 1218 146.1 013 83.6 1218 1481 843 73.1 1218 1401 013 835 1700 930 170.0 746 1700 1110 4700 860 180.2 1160 708.5 033 131.4 1160 163.0 914 1108 1180 141.0 898 106.1 1160 434.2 880 870 1169 128.7 871 70.1 1180 1202 870 85.7 1160 1281 870 8840 1700 074 1700 780 1624 1018 180.8 881 430.8 1080 1482 064 114.3 1048 133.1 960 101.8 1046 1224 839 01.4 1049 11211 830 79.2 1818 105.4 921 80.3 1048 100.2 018 67.1 1048 108.2 018 725 180.6 800 147.9 784 117.4 080 126.0 748 1030 880 110.8 734 88.0 880 903.0 722 782 880 112.0 712 70.4 880 802 703 98.7 880 792 893 80.3 880 706 888 44.0 880 704 888 705 1187 700 180.1 848 906 740 108.4 870 80.6 700 03.3 863 74.8 700 80.5 652 606 700 709 046 890 780 71.7 635 48.9 790 06.1 824 42.8 760 82.1 610 37.4 790 810 617 785 1100 700 110.5 807 92.3 760 081 844 701 760 850 632 602 760 77.1 021 012 780 700 812 80.4 760 857 680 48.2 780 090 694 300 750 002 608 34.8 760 66.5 088 805 72.1 003 74.4 800 60.1 689 02.8 491 810 262 64.8 483 401 609 48.9 470 40.1 693 44.4 480 38.4 663 409 482 980 803 382 452 25.8 663 33.3 416 226 683 31.0 442 981n 89.4 406 81.1 443 49.8 496 61.5 435 42.4 485 440 427 37.1 480 39.0 421 33.0 408 301 416 29.7 415 832 409 24.8 495 29.1 400 21.2 495 26.0 394 188 433 26.0 380 108 5 41.7 391 420 803 340 391 $60 349 29.8 801 31.1 342 281 801 27.8 937 292 391 240 339 209 301 228 328 17.4 301 10.7 321 14.9 391 17.8 918 1115 38.4 370 392 338 320 370 330 330 270 310 80.8 328 240 370 263 320 21.4 370 22.6 316 19.2 310 200 312 180 390 181 305 4205 30.4 317 300 289 263 317 280 284 21.7 317 4 725 280 10.0 317 190 379 180 317 170 273 444 5 17.8 220 17.8 203 A Anchor Dap4oIy table Os) Anchor Clip Fathom 1000ea15 2.79 ( s10 3.151 Cana. 142196415111 Med OM PT Wood Menet AndtorT 3n8't9c0f8traeea 184'ElaotlWaotn 616•&x0114 lea UM 051.5154:41 EIS Eke Aao3s50 Papas* SW E00 1810648 1W00Doe A0810ffiar *108100* Sow MS 012 God avow (08) 012 Steel Saner MN Ed2901slentol?* 1' 2.182' 1' 2112' 8118' r 2•IA' 1' 2u1' 2' 8.116' 2' 0.48' 864' 0.324' 25&odm004(00: 1-35' 1414' 1514 1514' 2' 0.114' 1.184' 1-114' 1.174' 1.114• 415 2' 1418' 1418' Owe ad04) 2lmohm00r WM 0.8.I(*000M 9C3p16't.t5 38034. 890180. 45088 89025 1050 2/0 Ike 203 the 364160 740Ws 46100 720 On 1182180 528 use 4205e 64009 4 Anoints 630'515. OZ. /0)248At05Caps (8122): 70080 70000 790 Ws 187000 2525153 61000 600 108 WA 1120800 03800 880 Ds 239408 8620e 9400.8 118008 0Anh•e802.7rMa. O.O. t(2)2t6Atgtottpa(Ro.* *10ds 1120 Ds 86808 724808 22040s WA 8405 NSA 10$888 29A 139005 ISA 976 IM_ 126600. 188050 FIGURE 1: FIGURE 2: • - FIGURE 3: • • • • • ANGLE CLIP (FIGURES 14) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1020. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT-FLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL 8E PRESSURE -TREATED YELLOW SOUTHERN PRE WITH AN SG OP 0.80. ALUMINUM SHAD. BE GUSTS AND 8E AMMAN OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' TICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA 03F...) x ( ANCHOR CAP"'°'M°°` =ANCHOR CAP.=, MULLION CAP..=,,,,! USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ITIS LONER THAN THE MULUO N CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. Sr WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 128• ••• • •� • • • •• • • '. •• • •7 • ••• • • • • • •• %••• 7 "i.q • • •• 000 • • •• a 143 1 Z 8 1 1 r 10 y y0 1 F • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • PRODUCTs w1itht499I0rld6 Buy1dIn8Code 3 AaasD, i>mw i -IiZ:d1-1. rttral votilltlr/tt •40NvlYN 2Re'�i�: No. 88705 "�: SATE / a•V7: • •/ /ONAL. 4%‘‘ • A. LYNNMILLER, P.E. FL P.E.# 58705 ••• • • • • • • • • • • • • • •• 0• 000 • • • • ••• • • • ••6 • • • • • • • • 000 • • • • • • • • • •• •• TABLE 13A M11Non Capaaiy Table 8b9113a) 3.2r 46 BAY MU LLL OpooInSWIWI velfaelrspam}remwtons)orOpsnht8Hel$)k (for horlmrta9yspe1Wremans) 601n 801n 700 8010 0010 10011 12010 1400 180In Reclanwlm 10adn0 110777506. Lig Waft Tray7alang. 1o01ng Rectory* 12326 714 a Lowing Reoreog iar Loading T630715369. 1.0e+E0 Rectangular L0029 0e ?Tla g. 544a29 Rectangtin Loading 10a 48s g. loafing 1109320* Loading Trapfirlang. Loading R3c1angfer Lasing TOS. Lowing Rao*7 Ger Waring 1274156539 104219 II II ii 1 11 1 li 1 II I ii 1 II II ii 1 II I ii 1 !I II li 1 IId I 1 fl II li 1 il I li 1 II I li 1 II II li 1 11 I li 1 II II li 1 IIf II 1 I 1 IIl I 1 II 1 I q 4210 170.0 820 170.0 43.1 170.0 744 1700 478 170.0 888 170.0 608 170.0 802 170.0 819 170.0 1118 170.0 621 170.0 1240 170.0 621 1729 1486 170.0 321 170.0 5735 170.0 521 1803 1871 170.0 891 40 M 1702 708 170.0 624 170.0 530 1709 584 170.0 082 170.0 830 170.0 1133 170.0 681 1709 1278 170.0 877 1705 1417 1709 880 183.7 1837 170.0 680 140.3 1837 170.0 880 122.8 1537 170.0 820 60225 113 170.0 747 170.0 693 170.0 886 1720 835 170.0 1046 1709 884 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 760 147.1 1852 1709 758 120.1 1652 1705 768 110.4 1552 170.0 768 8410 170.0 701 1709 812 1700 089 170.0 691 170.0 1118 170.5 754 1729 1275 170.0 803 170.0 1434 170.0 837 165.2 1458 170.0 856 1213 1455 170.0 881 110.8 1453 170.0 801 07.0 1865 1720 681 win 1709 885 170.0 701 170.0 1063 170.0 787 170.0 8240 1702 810 186.1 1309 170.0 044 139.7 1389 170.0 920 126.7 1308 103.9 901 104.8 1399 157.1 962 89.6 1300 167.1 082 788 1309 157.1 932 8310 1709 830 1729 745 170.0 1118 110.0 550 1619 1247 1720 940 142.5 1247 1865 983 128.7 1247 182.0 055 114.0 1247 144.3 962 05.0 1247 1381 038 81.4 1247 135.7 938 71.3 1247 138.7 936 6910 1702 074 170.0 780 170.0 1189 170.0 903 148.4 1150 163.7 086 120.8 1150 147.9 945 118.4 1180 186.8 028 1039 trap 120.4 914 09.6 1100 110.6 803 741 1190 1181 093 842 1190 1181 893 7210 161.0 1010 469.8 677 134.7 1010 144.6 846 1184 1010 127.2 842 101.0 1010 114.7 828 59.8 1030 109.8 817 00.8 1010 088 897 67.3 1010 028 755 87.7 1010 67.8 700 50.5 1010 87.7 789 7810 137.4 080 143.8 742 1168 909 1220 778 911 808 107.1 781 530 000 082 740 783 868 882 738 08 7 00 0.3 89 729 57.3 906 14.7 718 49.1 800 712 710 429 008 702 708 78In 127.1 881 132.6 704 186.0 681 112.8 738 005 081 869 726 70.4 801 089 713 70.0 881 81.0 703 89.6 061 75.4 094 63.0 581 68.1 861 45.4 861 849 875 327 801 83.7 072 0010 82.7 848 80..4 674 88.0 848 711 586 69.1 846 428 554 61.7 840 58.1 545 465 689 80.0 537 41.4 8(6 47.0 530 34.5 618 412 619 29.5 848 382 511 280 848 38.8 807 68 la 882 688 70.1 655 W.6 WB 69.1 499 487 588 51.4 491 422 888 45.8 483 37.9 585 41.4 478 361 600 89.1 470 284 888 33.4 459 24.3 888 30.5 452 21.3 868 28.7 447 10861 479 449 482 435 89.9 449 412 999 342 440 559 303 292 449 31.7 387 289 449 24.8 382 239 449 38.1 377 20.0 449 22.7 386 17.1 449 224 381 16.8 449 189 558 11110 44.1 420 480 389 388 428 375 379 31.6 424 52.6 373 27.8 426 20.1 887 24.0 423 282 382 221 426 24.0 358 18.4 426 20.7 860 162 424 13.8 343 12010 34.0 384 38.5 331 20.1 351 285 328 242 384 268 891 21.8 384 22.8 311 10.4 384 20.5 313 17.9 384 187 309 144In 292 253 20.4 2533 18.0 263 17.1 230 TABLE 13B AnahorCap•aly Tab(• (Iles) AndrorCIOP�ms 1100241x 2.72 Comb 3.0r Coro. Wiles 242 Paled CHU PT Want M•el AmlmrTypz 3/11 ENOL • 114'dao183e0ae d18'doo Waco y88'Elm Macon 1N'6lea16650t 114'!20 dao Aggeetar 8138'�e U4aom 174'08800 AgWOflalor •108109 Screw036) 812 Steal 80494(06) /126104 8529 (06) Edge l2sUn55422): 1' 2.1781 r 2.171' 3472 r 2412' Y 2.1/2 2' 3479' 2' 0.46' 0.64' 0.824' Ena t (0 2 1314' 1414' 1444' 1412 2 14/64 1412 1.14' 14/4' 1.174 1032 2' 1448' 1316' (860 role 4) 28920003536' 29 Med (2216.001408p0re. 1) 39700 OMOtto ' 48970 890133 1705114 2700.0 280 me 554 as 740460 40320 720.80 110221 325118 420110 6800.6 4 Ar80635982 MSL 0.0.7(2524675971e 0101 (110. 22 78900 78004 74004 1070100 2626*18 640 me sea Ito WA 112030 838*05 MO Me 228474 033810 640 Ds 112000 132007/3 592.71'AOn.0.0.1('2 580gloC39s21g.3) 1120133 112354 85500 2248 Oa 2034101 BOA (235* WA 106900 WA 122008 WA 87800 1280163 1880110 FIGURE 1: • FIGURE 2: • - FIGURE 3: • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING T1iE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MR.UON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1840. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOU.OAW7 AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALT. BE 6063-T6 AND 8E A MINIMUM OF .1211 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS 3410 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: PRO X I ANCHOR CAP., ,,` vANCHOR CAP... %MULLION CAP.,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM 8144E ANCHOR CAPACITY TABLE. .120' 1.1 1 1 yyr j 7 h • •• • • • • ••• • • • • • • •• • MULLION /�/� •• ••• •• ••• • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • ••• • \\t 11111171] „\`t�1 LYNN •�7�� ' WCENSF * No. 68708 p' 0TATE513 S `S,t7s/ONAL ¶„V� t A. LYNLLgIILrR, P.E. FL P.E.#58705 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • 0• •• • r. 1'X2' X.125' MULLION 606376 ALUM. XSECTION .376' MIN. .376' MIN. Pik 'X2'X.376'MULUON 6063-T11 ALUM. *SECTION t+-.126• 2.000" 3.126' f STANDARD CUP BOOMS ALUM *SECTION .126• 28' 6.600' CUT HERE TO .375' _ CREATE FCLP.SEE rMEC DETAIL F SHEET 4 4_ STANDARD CLIP 606346 ALUM CENTER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER +1116'. .376' .740' 4 1.000'I..- .378' 1' X 2.76" X .376' MULLION 60634e ALUM. *SECTION T .338" MIN. t 1 6063U�UM. USED FOR ALL 1' X Z' AND 1'X2S$EETS64 TOPVIEW .33r MN, I f U•CLN 6063T6 ALUM. 1' X )1.5m MUM ONLY. MMT TOPVIEW .336 } UUP 6083-TOAWM. 1.25'x3.186'%.255' MULL ONLY. SHTOPWEWEET 17; 1' X 2.75' X MO' MULLION 6063T6ALUM. *SECTION TABLE B X11-.126' 1-61.007.4 I-1.250"-•1 .128' .266 1.26'X3.188'XMrMULLION 608376 ALUM. X -SECTION 916 ANSLE CLIP 008376 ALUM. TOPVIEW CENTER OF ANCHOR IDLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER +1118". Mull Dimension (sheet M) POT Pad Mullion Std. Glp 'Offset Clip U -Clip Angle Clip ?X2' X .126" (5) 68605 688113M 688111866 668243M 688511M 1" X2" X.375 (8) 868006 888114M 6881119M 613824466 68851266 1"X2.75"X.376"(7) 88807 88811666 6681120M 688224566 888513M 1" X2.75" X.850" (8) 88808 8881180 668112166 68624866 eessi I 1" X3.125" X.600" (8) 86637M 668111866 686111466 6682420 65851 1.25° X3.188" X.285° (12) 66641M 6881117M 68811130 88624166 888514 1.28" X2.11" X.126 (18) 69370 NTA PYA NIA 6885170 CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. • TABLE A 1.28'X231'X.126'MULLION 5083-T6 ALUM. *SECTION Dimension Valle On) For Mullion: A 1.626 8 y 664 1" X2' X.126• minum c 0.885 Tube MuMon D 0.740 A 1.125 B 2.404 1"X2'X.376" Aluminum C 0.636 Tube Mullion D 0.490 A 1.876 B 3.000 T X2.76" X C 0.767 .376 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1"X2.76X B 3.000 . C 0.476 Alum D 0.638 'lithe Mullion A 2.000 8 2.637 1'X3.126'X .600' Alum C 0.863 Tube Mull D 1.137 A 2.626 B 3.282 1.28" X3.186 mig ••• ••i .42 i • • • • . . l,,� 461)L2.11'N ••A ••1.811 1211rAlt i. Tube Mull ••• • 1) HOLES TO BE DRILLED EN THE FIELD FOLLOWING DIMENSIONAL riFFICT1g1N13 ONE fl0N'rH1$ 81tET. 2) SEE SHEETS 617 FOR SUGGESTED. APPROXIMATE 11011 LOCAf10$ & AlQtxioito.C• &9TAI:cE: • 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • • • •• • ••• 1 RODUCTREVISED $ complying with RsFlotlis X00& 3-D , .__'tit-►„ Mud ' 840PTOMOd +.., 1\1ltltlttii,, 1`� ��ONY I YNR1 2/4/F 20 CS No. 58705 *�' • - 1 • [l/`: • • •:� STATE f •• • 'i� S • ''/S!ONAI. tE� �` • A. LYNPrI�1�LgR, P.E. FL P.E.# 68705 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • •• • • • • • • •• •• 1,000' —I 1000 i-- 1'X4'X375' MULLION 808370 ALUM XSECTIGN .126' STANDARD CLIP 808378 ALUM. 2 -SECTION 1'24'2.37r 6.600" T•MULUON CUT HERE TO 600348 ALUM. 376° 3.126'—I__ CREATEF.CAIP.SEE (-.376• XSECTIOECTION DETAIL F, SHEET .128' 2.878' 2 .378 MIN. 2.280' CENTER OF ANCHOR H0LE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SMEET8 3.17 FOR THE ANCHOR 0.0 DISTANCE MAXQ. UM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER r 1118'. STANDARD CUP 808348 ALUM. TOPVIEW .125' .375' 3.000' OFFSET CLP .126' 1 1 r/ 5115348 ALUM. TOIMEV NOTES: .740' 1).HOLE8 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEI: SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. UCLIP 800378 ALUM. XSECTION UCLIP 808348 ALUM. USED FOR ALL 1' X 4' MULUON6. SHEETS 10811 TOPv1EW TABLE D CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. TABLE C 2.000' i 226 ANGLE CLIP 808378 ALUM. 2 -SECTION 6.000' .378' MIN .376' MIN. 228 ANGLE CUP 608378 ALUM CENTER OF ANCHOR HOLE MUST LIE TDA WITHIN THE DASHED BOUNDARY. SEE SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER r 1116'. Dhnenelon Value (4n) For Mullion: F 3.887 1" X4" X.126° 0 1.000 Al u lnum Tube H 2.680 Mullion F 3.187 1" X4" X.376" 0 0.767 Aluminum Tube & H 2.430 "T" Mullion F 2.813 30° Bey Mull. • F 2.878 46° Itay Mull • • • • a 2 1 4 3 "RODUCTREVISED n complying with tAa Florida Buitdlnn Coda Arco, ., .: No • • • •• • • Mull Dimension (sheet 0) POT:F!# ... . Mullion Std. COp Offset Clip U-CIIp Angle Clip 1' X4" X.128' (10) 88384 668111M 6851122 1 688241M 688518M 1' X4° X.378" (11) 86810 888112M 8061123M .088242M •868-518M 1' X4' X.378"T° (11) 68853 688112M 1601423M •689242M: 48318M: 30 Degree (16) 88640 NA • * i • MX • '8&91$ • 45 Degree (17) 88850 N/A NSA • NA 138651144 • • • • • • • •• '3-y NBandDarP Con11 fir NO .s. 4, .0 My (<<Qp4 �' No. 68706 * . S. "-D'.t. !v )5 l'3 i tt�i; • • •• ,!ltOlVAt.lttt� • • • • A. LYNN MILLER, P.E. FL P.E.# 68706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • TABLE E Mull Dimension (sheet B) POT Part# Mullion Std. Clip U.Cllp Angle Clip r X4' X.26" (13) 66802 1358281M 686271M 6665112M r X6' X.26°(14) 68804 688282M 888272M 66(06113M NOTES; 1) HOLES 7O SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . 80' .260' 4.000' 3'X4'X26' MULLION 608346 ALUM. *SECTION .250' -2.007-1 .376' 378• MOV. 000' -11+-.126' STANDARD CLIP i 6083-T6 ALUM. :4./ *SECTION 126` 1.490' 6.600' CUT HERE TO 376 UMIN 3.600` t CREATE F-CLIP' SEE DETAIL F. r SHEET --- r L ' - 1 7 --- J 3.43 n __-L___ J L _ irrenmean in ID /CENTER OF ANCHOR 1101E MUST LE: 8083.76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 8.17 FOR THE ANCHOR O.C. 2.126 U CLIP 8083-T6 ALUM. *SECTION .126• r 376' 3.43r U-CUR800833•T8 ALUM. 4 t�:!!u SH__ 13 TOPVIEW DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DIAMETER: ANCHOR DIAMETER ♦ 1118'. WITHIN THE DASHED BOUNDARY. SEE 6.660' CUT HERE TO .376' r MIN. 3.600` t CREATE PCB,. BEE DETAIL F. r - SHEET4 -I ------r--- L _____ _ _ I 1 I I e n __-L___ J 1 4.685' 6.4, STANDARD CUP 8083.76 ALUM. TOP VIEW SHEETS 6.17 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1118'. 1 6.436' UCI.IP 0:433:113 ALUM. }ISED FOR 2 T BION. SHEET 14 -moi I--.128' 6.000' 3.438' 6. .378' MIN. .376' 104. MANGLE CUP CENTER OF ANCHOR HOLE MUST UE 608346 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIIAMTER + 1418'. 5.000' 38' • r \ 1 •• •.• • • • • • • • • . • • •• •.• •• • • ••• • • • 10• • • • ••• • • • • • •• • • • • • • tult • • • • PRODUCT REVISED DSvomplying Wits Bm Fbri8a TiullEng Coda Acceptance No ittr o�Y ILYNN,/0, �� ••L10ENSF •.; l,P � •• • • •• • • No 66706 >r< .378' - p MIN. -�O'. A l • a • • s •' ' OF • • • • • ',-4•., -. ORIDA • • .. •' `� • • • '�,S�ONAI E,Tss • • • s A. L'MIWMILLLn; 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 REQUIRESADE IG N PRESSURE OP +80.0!•80.0 Pte. NOANCHORB IN HEAD 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SU1TABLE,THE MULLION LENGTH 13 72' AND THE OPENING WIDTH 18 32'+32+1' '. REFERENCING SHEET 22, THE COLUMN USING 1 RECTANGULAR LOADING A1U87 8E USED. SCAN THE MULUON TABLES FORA MULLION THAT 18 AT LEAST THE WIDOW FRAME DEPTH OF 2.114' AND WILL MEET OR EXCEED THE REQUIRED / 11 L . - DESIGN PRESSURE OF +�,8d 60.0 PRF. IF THE TABLE DOES NOT SHOW THE EXACT THE NEXT LARGER SIZE AVAILABLE ( 1\ le uta _� e� FENESTRATION PRODUCTS BEE pEBEE MEM 23 FROM TABLE 3A, SHEET 7, THE 1' X 2.78' X.378• MULLION (LENGTH n 72', OPENING WIDTH = 70' MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 181188.3 PSF AND WOULD NOT 8E SUITABLE FOR THIS APPLICATION. 1a L@aY S 72' — FROM TABLE 4A SHEET 8, THE 1' X 2.78' X .960' MULLION 72', OPENING VRDTH m 701 HAS ADEBKf PRESSURE OF +/-72.7 PIF WHICH EXCEEDS THE REQUIiEME11TS FOR THE OPENING AND MAY BE USED IN 7H18 APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. /ARLON LENGTH MUWONS E a 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4)812 ANCHORS AND THE 27a 1 _ 0 — ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD 88 0820. THE STANDARD CUP 18 EASIER TO INSTALL. 4) / SEE DBTNL5. 509579 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE 80TH THE MULLION AND THE FENESTRATION PRODUCT BE RIVALLED IN ACCORDANCE WITH THE N CO — � — INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.. L 1N THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +140.0 PSP. THE OVERALL MULLION SYSTEM WAS DETERMR ED TO BE 722 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY, - No ANCHORS _ _J 34W6-r-Do—t. wen THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR TEXACT DESIGN PRESSURE OF 80 PSP: P �° N BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48)THE MS UN (60 PSP) x( ) 824.9 LBS VADTH (MAY 72.7 PSP 'a -RESISTANT ALUMINUI THE BUILDING SUBSTRATE IS KNOWN TO 8E CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH I8 2.318'. THE OPENING REQUIRES A DESIGN PRESSURE OF *50.01.55.0 Pte. $ I1 0 FOR THE VERTICAL MULLION:Q <- co 1) NITIALLYA88UNNG THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH 18 3Y+7T+f=108' AND THE OPENING WIDTH IS 38'+38'+1',.73'. REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULUON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.38' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/45.0 RIF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 8 Zl 31 p EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -V- FROM TABLE 3A, SHEET 7, 714E 1• X 228' X .378' MULLION (LENGTH =108'. OPENING WIDTH a 80') MEETS THE DEPTH REQUIRED. HOWEVERTHE DESIGN PRESSURE 1.411.16.1 PSF AND WOULD 1407 BE SUITABLE FOR THIS APPLICATION. Q Q Q FENEBSTRATIONMAUL FROM TABLE 911 SHEET 13 THE 2' X 4'X280' MULLION (LENGTH =108', ENING WIDTH = epi HABA DESI0 N PRESSURE of 1184 7 PSF WHICH EXC ED8 THE REQUIREMENTS 868 FOR 1112 OPENING AND MAYBE USED N T1415 APPLICATION. NOTE T'IHEANCHOR CAPACITY REQUIRED OF 9711.88. T8 BECAUSE TT IS NOW KNOWN THAT THE MULLION WILL ADO 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38'+38'+2'•74•. NOT 73' AS PREVIOUSLY 2 0 -I 1 MD ct 1 �,� j I PRODUCT APPROVAL , i - i ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABI,E FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY 88 REDUCED TO MAINTAIN THE 73' DIMENSION (3841''+38.1/242'.73'). 1 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED I r , t I CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULUON CUP WERE TO BE CENTERED WITHIN THE 8•. CARE MUST BE TAKEN TO MAINTAIN7HE FASTENER'S EDGE DISTANCE. vERTrA, MLUON ` LENGTH mama _--- 1- BBE DETAILS, SHEETS24 } �� `-- SAI DETAIL E, 8146643 `- USING THE STANDARD CLIP WITH (8) 3/18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112' GNES AN ANCHOR CAPACITY OF 1080 LBS WHICH 18 GREATER, AND — THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: HEIGHT HORIZONTAL VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER 1K8112. /MULLION — / BECAUSE THE VERTICAL MULL WILL 8E A 2' X 4' X .280' MULLION. IN TH18 EXAMPLE WE WILL MATCH THE AND TYPE COULD CHOSEN. PRODUCT a. 1)7142 MULLION LENGTH 18 'ANO THE OPENING HEIGHT 32•4•72"42' =108'. REFERENCING SHEET22 THE COLUMN USING�OULAR LOADING MAY BE 1A8111m 170.0 PSF ICH EXCEEDS THE / FROM TABLE 8A, SHEET 13, THE 2'X4' X MULUON (% LENGTH = 42'. OPENING HEIGHT' 120'} HAS A DESIGN PRESSURE 01+6WH REVISED mply1ogw18 The lfl rlda Code "'aUSED. ,.:. w lIa ,. .250' REQUIREMENTS FOR THE OPENING AND MAY BE USED IN APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBS. , (r... • T,:, ..-" -7rr/- SSE TH1S o ey , F SHIM 2) USE TABLE 98 TO PND THE ANCHOR TYPE, ANCHOR QUANTITY MP CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN TIES EXAMPLE, ASSUME THE CMU JAMBS ARE 8' _ RED WITHIN THE 8', CARE WI. (4) 8' ULTRACON DE. IP THE NANCHORS AT AN EDGE DCUP WERE TO BE ISTANCE E OF 1' GIVES AN ANCHOR CAPACITY 840 LBS WHICH 1S GREATER, AND DANCE. 41TA LE ORANOLE CLUB Wlifi M�6FG9�.S•T/ TyE �� •• ,, -*, ;; .```,11 1 V�f N°/1j// NW / L_J_ ANCHOR CAPACITY OF 821L88 • • • • • • • • • `�tl ,... R!/��'i�� • ,+ ., . 914 14011)1. -I MULL1Et4OTH WEEMS WIDTH FOR I--- 32' HDR¢. At1A1 LENQfH VERTICAL •• I • • • • 4) FOR THE U OL IP N THE HORIZONTAL MUWON 7b VERTICAL MULLION USE THE SAME ANCHOR CAPACITY BZt 1.98. TABLE CO WR GIN!! • CAPACITY IS 107418.9 WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR �1 • • NNTOF B 1 L. T=IE • • • ANCHOR TYPE t8 A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE 1S: +144.7 PSF PROM THE VERTICAL MULLION; +1.170.0 PSP FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; • • • • • • • • +6170.0 PSF FROM THE 30' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSE • • • • • • • • • THE LOWEST DESIGN PRESSURE 18+684.7 PIF AND WOULD APPLY TO ALL OF TIS MULLIONS. • • • • • • • • • • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF (MILLIONS MR FENE$7R IO • N • • • PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON ANOTHE FENESTRATION PRODICT HE IINTALLED IN • • • ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO NIRUO& `��` ` y10EN,gF ••...CP ii _ •• *. j:� No. 68705 ; /; = ' a - %, '. ! D fS j� ;• O ' . STA 'O�•;,F,,,, � • i ••.;:(O......` • �0 SSS �jC2�� • /'I i�NAI. t �� A. LYNN MILLER, P.E. PI. P.E.# 88708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES: ' ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. RECEIVED MAY 082014 Y; _ 8'-11" 0 0 6'-2" O O TERRACE EGRESS DESIGN WIND LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2010 AND THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2010 AND ASCE 7-10. WIND VELOCITY : 175MPH EXPOSURE CATEGORY: D IMPORTANCE FACTOR : 1 GCPI: ± 0.18 CATEGORY : II Kd : 0.85 CODE: FLORIDA BUILDING CODE 2010 ED. Z_ 2 c 2 SAFETY / EGRESS DOOR NOTES NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32' WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24' WIDE, UNLESS A LARGER DOOR OPENING 1S REQUIRED TO SATISFY THE REQUIREMENTS OF SECTION 515 OF THE FLORIDA BUILDING CODE. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN A EMERGENCY. DOORS MAY BE SWINGING OR SLIDING, AND ARE EXEMPT FROM THE REQUIREMENTS OF SECTION 21-2.4.3 AND 21-2.4.4 OF THE 1994 ED. OF NFPA 101 NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED AREA OF CLEAR OPENING 5.7 SQ. FT. (MIN.) 5.7 SQ. FT. (MIN.) 4 20" (MIN.) (INSIDE LOOKING OUT) EGRESS WINDOW NOTES: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (81 CM) IN HEIGHT, AND 5.7 SQ. FT. (0.53) IN AREA THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A 101 SECT. 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SHALL BE PROTECTED A FOLLOWS: WHERE THERE IS DROP OF MORE THAN 4'-0' ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 38' ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (1) (APPLICABLE IN 2 nd. FLOOR WINDOWS ONLY) 4. TOP OF FIN. FLOOR REFER TO ARCH. PLANS EGRESS WINDOW DETAIL SCALE : N.T.S. 11 Bath i DEN BA BED BEDROOM 1 R• IM e, 11( d SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS `j N 4n LI BLDG DEPT LJ ;w 4 0 (w) C'1 L.< C I �!y HOBBY ROOM 3 SCREENED PORCH LIVING ROOM 2'-8" O O O THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED NEW DOORS AND WINDOWS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. PATIO KITCHEN GROUND FLOOR PLAN SCALE: 1/8n=1-0" BEDROOM 3 UTILITY ROOM I m BATHROOM GARAGE 1 o� ( NOTES: • DESIGN LIMITED TO WINDOWS & DOOR. • ANY CORRECTIONS, INK MARKS, WHITE -0 OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS 'REVISIONS NO. DATE ( ti Y E ;E$ •-u)$ai w U Z w 0 V) w w Cr) O W MIAMI SHORE, FL. 33138 ( GROUND FLOOR PLAN 05-02-14 .711 AS SHOWN (DRAWN ( S.G. W U [SD -1] SHEET 1 OF 3 1. W 4.33' X H 1.75' W 4.33' X H 1.75' ZONE 5 ZONE 4 +44.49PSF1.65.08PSF +44 9PSF1-52.73PSF AREA 7.60 SQF AREA 7.60 SQF W 16.00' X H 8.00' ZONE 5 +3724PSF1-44.67PSF AREA 128.OSQF 11m.-_ ■■_...IuIr1111mi::!r11muffn11m1II1��11�1111�111�1111�1umun11�1111�1111�1111�1111�1111�1111r11!;ii111m�11o1111...,.. 1� 1��NWHI II�i��1��/MI��MI11i1�I��I��l �11111■I��INE 1•1�1��1�S1��1� 1� RIN ��.._ . �.■ 1 it p � •11. . l r I 0 r I 0 0 0 0 W 4.50' X H 1.58' rNE 4 .49 PSFI.52.73PSF AREA 7.10 SQF NORTH ELEVATION W5.0'XH4.0' ZONE 4 +42.58PSFI-60.85PSF AREA 20 SQF SCALE: 1/8"=1'-0" W3.0'XH7.0' ZONE 4 +42.52PSF1-60.11 PSF AREA 21 SQF W5.0'XH4.0' ZONE 4 +42.58 PSFI-60.85PSF AREA 20 SQF W 4.50' X H 1.58' ZONE 4 +44.49PSF02:73PSF AREA 7.10 SQF u VIII■111111■111U1■111111■111111■111111■IIIIIUIUI1■I11IIU111I1■111111 III ■111uii111u1■11111■111u1■111u1.i■..._ .01111 111: iii141�1111�1111�1111�1111�1111�1111�1111�1111�1111r111�11 III1MI111III111IM1111101111111111101111111111..,_ �1111111161:!!1111111111111�111/1111•I111/1111111111.111/111�1 111111.1111 X1111.1111111111�111�111/II111�In,__ _...�I�111/i 1■1111111111�11111111I111�1111111::!\1111�1111�111111r11I11�1111■II11NrII1�lI11� 111iii.0liraM11111ii.Iiiiiiaii11a11111a1111111111�111I.. 1 i 1 1 �• i t 1 1. ■. �. 1 1 0 0 0 0 0 0 0 0 1 7 0 SOUTH E EA ATI ON W 3.00' X H 6.66' W 4.50' X H 1.50' ZONE 4 +42.52PSFI.50.54PSF AREA 20.0 SOF ZONE 4 +44.49 PSFI-52.73PSF AREA 6.80 SQF SCALE: 1/8"=1'-0" W 4.50' X H 1.58' ZONE 4 +44.49PSF02.73PSF AREA 7.10 SQF 1 1 1111111111.1411 ■I ■I III 1_ 0 -IOBBY ROOM 0 0 SECTION THRU PATIO SCALE: 1/8"=I-0" GARAGE REVISIONS N0. DATE 09-25-12 C ZG -ito ��EE www 8 (1:11j to t: I-- c.oI E a Ros U)w- 1 ceuco4 o2 fi U - _ z �N 2. -g E V ill 0N�2�E Z z _�:4 I- o Q'm 1- - Q ��ia O m JOU ZZW� eo 0 U 0. C ) w 0 z w ( w 1341NE 103 STREET MIAMI SHORE, FL. 33138 WIND PRESSURE - ELEVATIONS ) DATE 1 05-02-14 1 .71I AS SHOWN W V ESD -2J SHEET 2 OF 3 ) W 4.00' X H 4.25' ZONE 4 +42.98 PSF1-51.05PSF AREA 17.0 SQF W3.00'XH6.66' ZONE 4 +42.52PSF1.50.54PSF AREA 20.0 SQF W4.66'XH1.58' W 1.50' X H 1.66' ZONE 4 ZONE 4 +44.49PSF1.52.73PSF +44.49PSF1-52.73PSF AREA 12.75SQF AREA 2.50 SQF W 4.66' X H 1.58' ZONE 4 +44.49 PSF1.52.73PSF AREA 7.40 SQF •ii II! ii 11111111111111111111111M1112 1111111111111111M.Ni e111Il111111lI111MiiE1111I1111�1111\■._. .,■111I%;:i�111■ 111�111N•111�111/11111.111111:1 :i1111� 1111�1111� 111 111/111/11i'OW1111111�1111i.._ ..niluI!!�i111u111aI111aI111aI111a1111uI11A•111a11IIIBI1M!!IIIlIIIa 111111111111111111111111111111111111��111111111111mi.__ 0 u u i u 1 I= I W 4.66' X H 2.25' ZONE 5 +44.35PSF1-64.79PSF AREA 10.5 SQF W4.50'XH1.58' ZONE 4 AREA 7.10 SQF W4.50'XH1.58' ZONE 4 +44.49 PS AREA 7.10 SQF W3.00'X i 6.66' ZONE 4 +42.52 PSF1-50.54PSF AREA 20.0 SQF WEST ELEVATION SCALE: 1/8"=1'-0" W4.50'XH1.58' rNE 4 9 PSFI-52.73PSF EA 7.10 SQF W2.0'XH2.00' W 4.50' X H 1.58' ZONE 4 ZONE 4 +44.49PSFE52.73PSF +44A9PSF1-52.73PSF AREA 4.00 SQF AREA 7.10 SQF ,_..__,_._._. ii/IIII1111lIllii:!IIII■IIIII■IIIIIIIIIIII11111I■11111■IIIII■II•I■IIIII• ..■i�1111�111111I!!:i�1111�1111�1111■11111rI11iI��llllr1111�1111�1111I111111�1111�1111en lookImi. I1r11111. war 111 111■111ium u IIII�IIIIu111iI1ii! �11�1111.1111�1111�1111■11111�111�1111�1111\u..,_ _...■I�IIIIUI1t1Ir:�IIII�1111UIIIIUIIIIAl11IIlI11I/IIIIAIIII•IIIIIIIIIIirar1A111111111111i1111i ■IIIIUIIIl1A1111�1111� 11111�i�■.,_ W3.00'X111.66' ZONE 5 44.49PS AREA 5.00 SQF 0 Num 0 0 0 u W2.33'X H766' ZONE 5 +42.58PSF1-60.85PSF AREA 19.6 SQF W2.0'XH1.58' ZONE 4 +44.49PSF1-52.73PSF AREA 3.20 SQF EAST ELEVATION SCALE: 1/8"=1'-0" REVISIONS NO. DATE A 09-25-12 w U w D w CC C) CO CC w Q 13''o NE 103 STREET MIAMI SHORE, FL. 33138 WIND PRESSURE - ELEVATIONS (DRAWN 13 W DRAWING NO. SD -3 SHEET 3 OF 3 ) BUILDING PERMIT APPLICATION dh� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 FBC 20 IQ Master Permit No. 0/5--6 /9- 733 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION 0 EXTENSION El RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4,1a 044.--= /03 ,5/‘ee, Citv: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):.4,7y „176.420.,s7 Address://4,b City: State: Tenant/Lessee Name: Email: Phone#3 -3 / r - 7 �� Zip: Phone#: CONTRACTOR: Company Name: ,J/ Lye- G ?ffl -- y3 Address: 740 O(*/ fl Tnr" City: tA.Arent i State: FL, Qualifier Name: 4/.5 Phone#: zip: 3301 S State Certification or Registration #: CAC, 151f iSo Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ dA!:. Square/Unear Footage of Work: Type of Work: ❑ Addition Description of Work: 2 ❑ Alteration ❑ New State: Zip: rba ❑ Repair/Replace ❑ De olition Fj< / c2� ev-pc. ,,,,%,i-- Specify color of color thru tile: Submittal Fee $ Permit Fee $ 30• GO as $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ ' TOTAL FEE NOW DUE $ CT ° CO (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 wi!l 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 Ls issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this I 1 day of 111 44 ,20 i5 ,by w o is personally known to me or who has produced P� 1 9 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: N;t o oC Ery: Seal: y •�o oW: tr- ************************************084iYilait************************************************************** APPROVED BY / /11 Plans Examiner Signature CONTRACTOR The foregoing instru nt was a owledged before me this 511 da of f n 1i/ e , 20 , by tsik , who is personally known to me or who has produced identification and who did to NOTAR Sign: Print: Seal: PUBUC: a `F Notary Public State of Florida Caridad Vila MY Commis ion EE081047 cFr E y ma 0842/2019 Structural Review (Revised02/24/2014) Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORENO, LUIS ALBERTO SKYLINE IMPACT SOLUTIONS LLC 7469 NW 174TH TERR MIAMI FL 33015 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myflorldalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1518150 ISSUED: 08/17/2014 CERTIFIED GENERA -CONTRACTOR MORENO, LUIS ALBERTO SKYLINE IMPACT -SOLUTIONS LLC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31.2016 L1418170003119 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 MORENO, LUIS ALBERTO SKYLINE IMPACT SOLUTION 7469 NW 174TH TERR .' MIAMI FL 3341.5 ISSUED: 08/17/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1408170003119 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Business Name: SKYLINE IMPACT SOLUTIONS, LLC. Owner Name: LUIS A MORENO Business Location: 5933 RAVENSWOOD DANIA BEACH Business Phone: 954-983-2501 Rooms Receipt #:GENElALDCONTRACTOR (GENE Business Type:CONTRACTOR) Business Opened:02/02/2010 ROAD -BB#15 State/County/CeriReg:CGC1518150 Exemption Code: Professionals Tax Amount Transfer Fee NSF Fee ti Penalty Pnor Years ,,, Collection Cost Total Paid 27.00 0 00 0 i�0: 11 '6 i75 0.00 25.00 58.75 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or focal laws and regulations. Mailing Address: SKYLINE IMPACT SOLUTIONS,LLC. 5933 RAVENSWOOD ROAD -BB#15 DANIA BEACH, FL 33312 2014 - 2015 UNN f A Receipt 803E-14-00005298 Paid 03/26/2015 58.75 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMMIDD/YYYY) 04/10/2015 TYPE OF INSURANCE PRODUCER (305) 796-5460 JACKSON AGENCY INC 2075 W 76TH ST HIALE.AH, FL 33016– THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSURED SKYLINE IMPACT SOLUTIONS, LLC 5933 Ravenswood Rd – BB# 15 Dania Beach FL 33312– INsuRERA ESSEX INSURANCE CO INSURER B: COMMERCIAL GENERAL LIABILfTY INSURER C: INSURER D: 02/01/2016 / / / / / / INSURER E $ 1,000,000 THE POUCIES 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. AGGREGATE OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADM-INSRD INSRD TYPE OF INSURANCE POLICY NUMBER DATE ( M�IDDIYY) CTIVE DATE (CY MIDD/YEXPIRATION LIMITS A GENERALLIABILITY COMMERCIAL GENERAL LIABILfTY 15C085882 02/01/2015 / / / / / / 02/01/2016 / / / / / / EACH OCCURRENCE $ 1,000,000 X DAMAE TO RENTED PREMISESoccurrence) $ 50 , 000 CLAIMS MADE X OCCUR MED EXP (My one person) $ 1, 000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE UMIT APPUES PER: PRODUCTS - COMP/OP AGG $ 1,000,000 ]l POLICY n ECTT LOC AUTOMOBILE LIABILITY ANY auto ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS / / / / / / / / / / / / / / / / COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ — — BODILY INJURY (Per accident) $ _ — PROPERTY DAMAGE (Per accident) $ GARAGE UABIUTY AUTO ONLY - EA ACCIDENT $ ANY AUTO / / / / OTHER THAN EA ACC $ R AUTO ONLY: AGG $ EXCESSNMBRELLA LIABILITY / / / / / / / / EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL. PROVISIONS below / / / / yy� TORY LIMITS ER E.L. EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POUCY UMIT $ OTHER / / / / / / / / / / / / DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS General Contractor `v^ ••-v---•-( ( ) - •`•,) MIAMI SHORES BLDG DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES , FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 01::°.1WI:!5: ACORD 25 (2001/08) INS025 (010x).08 O Page 1 of 2 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW* CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 5/5/2014 EXPIRATION DATE: 5/4/2016 PERSON: HERRERA FEIN: 271064407 BUSINESS NAME AND ADDRESS: SKYLINE IMPACT SOLUTIONS 4008 GARFIELD STREET HOLLYWOOD FL 33021 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR ROBERT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the tiling of the notice or the Issuance of the cerliflcate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for farlure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1809 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or frill -time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time emplbyees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowedtowork on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade /0 The foregoing was acknowledge before me this FSC ‘ day of fk 61 ` , By t—.tscr-( 7 - 1ADCwh QrerN Notary: S who is personally known to me or has produced as identification. SEAL: =<�!"a�: DANA J .J< °- O SCHLEM01/ITZ •oma; MY COMMISSION #FF115205 ItXPIRES April 22, 2018 (407) 398-0153 FloridallotaryService.com SKYLINE IMPACT SOLUTIONS LLC Date: 0-1 A (2°5 State of —lL County of h' tam 1 - Before me this day personally appeared A.RNIe� -1 A)I who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 3H0 NE (.03 ST - Sworn>> (or affirmed) and subscribed before me this 1k day of _w�( . 20 6, by 0.k: A DIC 2� Personally know OR Produced Identification-P4((::E7 - Pt_o Type of Identification Produced 91)IVEIe n *, Notary Public Sipt@ 0f FloFda +� Q` ths Al oMy Commission FF 156750 'iOfIe Expires 09/03/201[t Print, Type or tamp Name of Notary November 20, 2014 MILTON CUBAS, P.E., INC. 1302 N.E. 125th Street — North Miami — Florida 33161 Phone (305) 891-4174 Fax (305) 891-4175 E-mail: miltoncubas@msn.com To: City of Miami Shores Village 10050 NE 2 Ave. Miami Shores, FL 33138 Ref: 1340 NE 103 St. Dear Building Official: At the request and authorization of the client, an inspection was performed by Milton Cubas, P.E., INC., in reference to the above address. The purpose of the inspection was to determine the correct installation of the rear French door installed at the South Elevation of the house at the ground floor. I hereby attest that to the best of my knowledge, belief and professional judgment, the French door and the gap arrow were installed properly and in accordance to NOA No. 12-0516.02 and Florida Building Code. Should you have any questions or need any additional information please do not hesitate to contact me. Very truly yours, Mi ton Cubas, President Certification Authorization # 27267 F.L. Reg. P.E. # 51902 S.I. # 6999901 ) (DATE 1 05-02-14 1 ZONE 5 ZONE 4 +44.49PSF1-65.08PSF +44.49PSFI-52.73PSF AREA 7.60 SQF AREA 7.60 SQF W 16.00' X H 8.00' ZONE 5 +37.24PSF1-44.67PSF AREA 128.0SQF .._�11111�11111�III�I�III��III�1rI11�I�I1111rI1111rI1111rI1111>r111�Ir1111!�III�I�IIIIlr111A�11111�11111��.._ ..��n._._ .mi1111�I111�:::!�I111�1111�1111■11111■IIIII■IIIII�IIII�III1�11/I�I111■IIIA■II111�IIII�III1�1111�11n�i�Il�rII�1llltr._.. �I1a11�I1111�111/IIIAl111�ii:E1111/IIIII■III/1■IIIII■IIIINr1111/1111/IIyN111111■IIIII■Ilr/1111/1111/�1111.1111.111�11/111\r.�. _.■.■IiIIII1MIII1■1111■II11■1111■IIIb111111■1141240111■IIIII■IIIII■IIIII■IIIII■IIIII■ 1111■IIIII■IIIII■IIIII�III!;iillll■1111■IIII>IIII/1111/IIII>IIII111111I .... ..■.a.rr•.Irin�7�.u■.7�u�n�mr��r��i�iu�nnr��l��ru7ru.;erur.Icor.►�irrnrarr��nr��.1rrrlrinm7rlrrmir r:.�in��ru7��ru7��n■7r�r��in�u�7��un�natn�urtn��ua�._ r r W 4.bU' X H 1.575• ZONE 4 +44.49PSF1-52.73PSF AREA 7.10 SQF NORTH ELEVATION SCALE: 1/8"=1'-0" W3.0'XH7.0' W5.0'XH4.0' W5.0'XH4.0' ZONE 4 42.58 PS 0.85PSF AREA 20 SQF NEW 8"X6" LINTEL W/ 2#5 ZONE 4 +42.52PSFI.60.11 PSF AREA 21 SQF ZONE 4 +42.58PSF1-60.85PSF AREA 20 SQF W 4.bU• X11 1.btr ZONE 4 +44.49 PSFI-52.73PSF AREA 7.10 SQF .1/1111 ;ii0.!��1�1111.111111111111\1111M1111011111111111r111111II111�111�1111111111111111■11111\1111\1111M1111 .#11111 1111N•111111111111 :!!111111�111�111/111►\1111■111��19■11111111111.11�1111�I111 M111MI111�111/111/III/I11i\1..,�_ _...0I/Ilr/iii/111/IIII/111111111111111110MI11 11111111I11►\I111/1111/II III■IIIAri111A11 unim 1ummi111MII11M1111a1111.111Mf1111•IIII■II��F.._ W 3.00' X H 6.66' ZONE 4 50.54PSF AREA 20.0 SQF ofmiorxo 1 O O W 4.50' X H 1.50' ZONE 4 AREA 6.80 SQF 0 EXIST. STEEL COLUMN W2.0'd17.0' ZONE 4 +60.00 PSFI-85.00PSF AREA 14 SQF 0 SOUTH ELEVATION SCALE: 1/8"=1'-0" W 4.50' X H 1.58' ZONE 4 1 1 1 1 1 1 11 1 i i 1 1 1 1 1 1 1A'i A= ""�1>x11111■IIIII■11111■III'11■II1111111111■IIIII■11111■11111■11111■II111■I1111■II111■I1111/1p' Mli"'��1u11111■IIIII■111111■1111 ■11111■IIIII■IIIII■IIIII■11111■IIIII■11111■II!r'�' m —" � 314111�11111/I■111x8■IIIA■112 11311111111■111�11111111�1 p• mw mm MM 11E111 MEM OBB ROOM 0 O O SECTION THRU PATIO SCALE: 1/8"=11-0" 1 GARAGE O O EPDXY ADHESIVE INTO EXIST STRUCT. DRILL #5 REBAR 6' #5(V12"O/CX 12" 6" INTO EXIST. TB W/HILTI EPDXY NEW LINTEL 8"x6" W/2#5 NEW START COL 8'x8" W/2#5 EXISTING FOUNDATION DRILL #5 REBAR 6' INTO EXIST. STRUC EPDXY ADHESIVE ExtsTA • • • • • •• * ••s••• • • • • • •• •• eeeeee • • • • • • • • • • •• • fflPFRO. WED DATE REVISIONS N0. DATE 09-25-12 t ) • 1 • • •i• • .••• I•• •'//��•6 M^W •••�.b • • ••tom•M••"•—•••• • •I ice • • • COCO • • • • •• • • • ) OFI NG DEPT r3Lnc,, DEPT • ± EXIST —r C.M.U. WALL DETAIL NSD -2 N.T.S. 1"I !,,"!,%ICE WITH Al L FFDFf1/1L `SCAS SHOWN (DRAWN ( S.G. DRAWIND NO. SD -2 (SHEET 2 OF 3 ) e,As 5&iev7,4; r)_s- 76-4-7ecXe:/2 fe Leo(0)-7al t-Lie-- -7-ef'Pe-4/6 31' ete,/s f,4_9 _33 //W /0 ‘-3 2 3/‘ iefet4s. ° . hs11)ntodziffAulblvlsoreSztato of Florida 1/46 ft My @Orlifil01011 FP 156780 ef Etilifei 0010212018