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RC-16-3010 (2) ol C) ra. ,4j z-i,4-7 May P I Permit NO. RC-11-16-3010 �sK°R rys Miami Shores Village Permit Type: Residential Construction 10050 N.E.2nd Avenue NW ' Work Classification:Alteration Miami Shores,FL 33138-0000 Per Permit Status:APPROVED '�` Phone: (305)795 2204 F--g N9 FLORlD4' 08120/2017 Issue Date:212112017 Expiration: Project Address Parcel Number Applicant 102 NW 93 Street 1131010330900 JONI HARRIS Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell JONI HARRIS 102 NW 93 ST MIAMI FL 33150-2235 Contractor(s) Phone Cell Phone $ 41,000.00 Valuation: MINUS CONSTRUCTION INC (305)623-0677 (305)951-8503 Total Sq Feet: 800 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved: :In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:REMOVE EXISTING FRONT WALL Occupancy: Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Fill Cells Columns Bedrooms: Bathrooms: Window and Door Buck Plans Submitted:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Electrical Review Electrical Bond Return: Classification:Residential Review Plumbing Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Mechanical CCF $24.60 Review Building CO/CC Fee $50.00 Invoice# RC-11-16-61908 Review Building DBPR Fee $18.45 02/21/2017 Credit Card $ 1,566.50 $ 150.00 Review Building DCA Fee $18.45 11/03/2016 Credit Card $ 150.00 $0.00 Review Structural Education Surcharge $8.20 Review Structural Notary Fee $5.00 Review Structural Permit Fee $1,230.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $32.80 Total: $1,716.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. Futhermore, I authorize th above-named contractor to do the work stated. February 21, 2017 ut rized Signatur ner / pplicant ! -Contractor / Agent Date Buil ng Department Copy February 21, 2017 1 Miami Shores Village � �r NOV 0 � 2016 4o Building Department �T. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 -_ \� 1 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 V l' FBC 20(h BUILDING Master Permit No C go _ PERMIT APPLICATION Sub Permit No. MUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS - , / 2r6� JOB ADDRESS: IV � N �W Q;J / E � �4/ City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel#: 9 1 '3 v C --V3 3 --ZX?DV Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): \ r•I)-I' hone#: :5C -33) -014- �q P$ Address: ©Z'' — s7te-FT City: (mak A�i' S 1OT e S ii State: l F- 3 zip: Tenant/Lessee Name: ►J I-k- Phone#: IL Email: CONTRACTOR:Company Name: / �� 1) (VV'_) Phone#: Address: r City: +� "1�N` State: C�►,� L_ Zip: Qualifier Name: � , LI-�'�rt � �`�\<►-�'-�9� �1-. Phone#: State Certification or Registration#: C=AZ C-D �:A(U12 Certificate of Competency#: DESIGNER:Architect/Engineer:M8 . ��a S f V 1 cT�X/�c�Z�. P Phone#: Address: q Z 9 ' RIZA:A*--r City: c State: F-_�Zip: 3�3©2_0 Value of Work for this Permit:$ Scl re/Linear Footage of Work: 11 . 1 000. Type of Work: • ❑ Addition AlteiaJon - New ❑ Repair/Replace ❑ Demolition (� De's�cri-ptti[o1n of Work: CQ o Specify color of color thru tile: Submittal Fee$ ' Permit Fee$ 2 3 O CCF! L . �� CO/CC$ 50 Scanning Fee$ Radon Fee$ ) •� S DB BPR$ (U '•u Notary$ S Technology Fee$ �2 . Training/Education Fee$ cl • Z Double Fee$ Structural Reviews$ 1 Z0 W I Bond$ TOTAL FEE NOW DUE$ 155/(0 (Revised02/24/2014) f — y Bonding Company's Name(if applicable) Bonding Company's Address City State A Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is i sued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4" Signature 0 NER or AGENT C NTkAC OR The foregoing instrument was acknowledged before me this The foregoi g instrument was acknowledged before me this a 17wt- day of 1 20 by day of Nb`/ 20 by who is personally known to �� 1�^"`�S who is personally known to me o•why h^c rr_nduc me or who has produced rL— as ia��nand who did take an oath. identification and who did take an oath. � 11NItll llll//�/ NOTARY PUBLIC: NOTARY PUBLIC: \\�� VERA•• %�i/ �pN EXPj9•• �� 'lam ,2020 r :oma SiSign: g : &4 Print: Print: '� 4P r°s � PRISCILLAA.THOMPSON %�L ••••• •••�:'�': Seal: Seal: �i vo:�,yw°�• Q�.�`' * * MY COMMISSION f FF 167000 s, EXPIRES:January 24,2019 1 ��iRR 4- §'14 Bonded Thm Budget Notary Services **********************s**sem ********** ** * ************************************************************** APPROVED BY e/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) C - M `Sgo>REs GQ aging .....M Miami shores Village 1;;5v Building Department OR1Dp' 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 full-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 i£ 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 employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work 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. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ,20t&_. By who is personally known to me or4mTrredaeed n. Notary: )•-- SEAL: PRISCUAA.TWMPSON # * MY COMMISSION#FF 167000 ct EXPIRES:January 24,2019 OP R FEB-21 -2017(TUE) 13: 23 P. 001/001 AC'ORO� DATE(MM/DO/YY) i .f CERTIFICATE OF LIABILITY INSURANCE 02/21/17 PRODUCER Accredited Insurance I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 6099 Hollywood Blvd ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Hollywood, FL$3024 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW._•— •„ Phone (954)964-5444 Fax (954)964-0772 INSURERS AFFORDING COVERAGE MAIC# INSURED MINUS CONSTRUCTION, INC INSURER A: MAXUM INDEMNITY . ......_--- .---•i 4460 NW 201 ST TERR INSURER B: CAROL CITY, FL 33055 INSURER C: INSURER D: _ INSUCiLR C^ COVERAGES _ INSURER F: THE POLICIES OF INSURANCE LISTED HAVE 8CEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IINSR ADD'L TYPE OF INSURANCE POLIcv EFFEGYrvE I POLICY EXPIRATION i LTR 1NSRD POLICY NUMBER I OATQ(LIMICpfYYj_ DATE IMM/ppfYY),• ; LIMITS i GENERAL LIABILITY EACH OCCURRENCE 1,000,000; i;d:COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED ----" BOG3014554-01 06/22/16 06/22/17 PREMISES(1-'a occurejCe._.,, 100,000 A CLAIMS MADE !moi OCCUR 'MED EXP(Any one parson) 5,000+ PERSONAL&ADV INJURY 1,000,000; -- I GENERAL AGGREGATE -i _Z 000 000 1 GEN'L AGGREGATE LIMIT APPLIES PER: i ,PRODUCTS•COMP/OP AGG j 2 000,000; IV. POLICY !PROJECT i ! LOC -.....-------.—..._.. !._-._.. I AUTOMOBILE LIABILITY —..___ ....---r._•--.—_...._. ...._..__.___._. ... ANY AUTO I COMBINED SINGLE LIMIT (Ea accident) ALL OWNED AUTOS - --- SCHEDULED AUTOS BODILY INJURY HIRED AUTOS i -(Per person) __,.,,,-_—�,.,•., i _r NON OWNED AUTO$ BODILY INJURY (Per accident) PROPERTY DAMAGE (Par GARAGE LIABILITY ! eccidem)'• - --•--•---• AUTO ONLY•EA ACCIDENT ` ANY AUTO I ; I NCR T MAN EA ACC AUTO ONLY: I ± EXCESSIUMBRELLA LIABILITY — —— EACH OCCURRENCEAGO , OCCUR I CLAIMS MADE (AGGREGATE DEDUCTIBLE , �:'...I RETENTION 3 ;---......... .... I WORKERS COMPENSATION EMPLOYERS'LIABILITY I j, WC gTATt1 J TH• ANY PROPRIETOR/PARTNER/EXECUTIVE i TORY LIMITS.—___ � OFFICCR/ML•MLim EXCLUDED? LI L,EACH ACCIDENT Ryas,dCScribC undcf E.L.DISEASE-EA EMPLOYEE SPECIAL PROVISIONS below . OTHER j I I E.L.DISEASE-POLICY LIMIT ' ___L- - ------- DESCRIPTION OF OPERATIONS I LOCATIONS I VSHICL6S I>:XCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS —:REF: LICENSE NO CGCO54126 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO BUILDING DEPARTMENT THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 NE 2ND AVENUE OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. MIAMI SHORES, FL 33138 I AUTHORIZED REPRESENTATIVE i I ACORD 25(2001108)OF 0 ACORD CORPORATION 1988 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: 7!7!2016 EXPIRATION DATE: 717/2018 PERSON: HARRIS ANTHONY FEIN: 650294740 BUSINESS NAME AND ADDRESS: MINUS CONSTRUCTION,INC. 4460 N 201 TERRACE MIAMI GARDENS FL 33055 SCOPES OF BUSINESS OR TRADE: MASONRY NOC CONCRETE CONCRETE WORK LATHINGAND DRIVERS CONSTRUCTION NOC INCIDENTAL TO TH Pnrsiet b Chapter 440.06(14).F.S..an direr da corpaafan who elects axenpkn tan Itis~"by fling acarkicaledde6m mdr ttis sedan mmeeyy ml recover bereft or ampredimnm udar this dePk'r.Pnranent b Chagr 44405(12),F.S.Cafieehs dderbmb be exanpL appy my wRinfesupedfe bssa ft trade listed nWm b ceddecibe omgl Hrsmt b 406 Chagw 44M(q.F.S.Ncfas ddecim b be satnq ardcerikabs dslae0m b be temp shell be ertjectb revsreforn it tang ime ally feting of 11m rnd)mar it temmm dM ceriicele, fepmr mnwmdmthencQmw arifiraerolarger merE its regiinrnrb dits secionbr iswa+m da carifcare.The dgiranrt shat ranks DFS-F2-0WC•252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 f Q 'ry�lE� 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: 9/24/2015 EXPIRATION DATE: 9/23/2017 PERSON: KING WILLIS FEIN: 650294740 BUSINESS NAME AND ADDRESS: MINUS CONSTRUCTION,INC. 4460 NW 201 ST TERRACE MIAMI GARDENS FL 33055 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR-PROJECT CONTRACTOR MANAGER,CO Purst a t to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a cerllficate of election under this section maayy riot recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of electionto be exempt..apply�y witNn thescope offt gainess or trade listed on the notice of election to be exempt Pwsua4 to Chapter 440.05(13,F.S.,Notices of election to be exempt and artificatas of electionto be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificai a no Im3er meets the recorements ofthis secfion for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413.1609 r-- RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS Florida Building Code, 5t" Edition (2014) PROPOSED RENOVATION TO EXISTING RESIDENCE FOR: TYRONE and JONI HARRIS AT 102 NW 93 STREET MIAMI SHORES, FL DATE: 12-23-2016 CHARLES C.MITCHELL-CONSULTING ENGINEER ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. CHARLES C.MITCHELL-CONSULTING ENGINEER. P.E.#11127 924 NORTH FEDERAL HIGHWAY HOLLYWOOD,FLORIDA 33023 ...... . .. ...... TOTAL PAGES :04 • .... . .. ..... .. .. .. ...... f ' t * ' No. 1.1127 STATE OF = ov, �OR %O. ' � MECAWind Version 2 . 1 . 1 . 2 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaer.te-rpr.i.ses.corn Date 12/23/2016 Project No. Company Name Designed By Address Description City Customer Name :Tyrone & Joni Harris State Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.89 : 12 Slope of Roof(Theta) = 8.97 Deg Ht: Mean Roof Ht = 9.50 ft Type of Roof = Gabled RHt: Ridge Ht = 11.00 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2020.00 ft^ 2 Bldg Length Along Ridge = 52.50 ft Bldg Width Across Ridge= 34.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33)^Epsilon = 427.06 fto • Q: (1/ (1+0.63*( (B+Ht)/Lzm)^0.63) ) ^0.5 =• 0.93 . ••";' Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) =6"n.$9 •• • •• Gust Factor Summary •••:eo • • Not a Flexible Structure use the Lessor of Gustl or Gust2 = •••a*95 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi•••• ' '• ••�•�• GCPi Internal Pressure Coefficient 18 "' • ••••• • Topographic Adjustment ....•. • '. • 0.33*z = 14 •"**** • • Kzt (0.33*z) : Topographic factor at elevation 0.33*z = : • 1!00 •••• ;•••�: Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z) ] ^0.5 = *175o.00 rrtp11- Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 34 ft wall L/B = 1.54 ph: Net Pressure at top of wall (windward + leeward) = 35.97 psf p0: Net Pressure at bottom of wall (windward + leeward) = 35.97 psf ps: Side wall pressure acting uniformly outward = .59 * ph = 21.38 psf pl: Leeward wall pressure acting uniformly outward = .32 * ph= 11.51 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 2.4.'45 psf , ) / pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.45 p- r, J Y� MWFRS-Wall Pressures for Wind Normal to 52.5 ft wall L/B = 0.65 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.5-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 �. Mean roof ht. Pn 9 Wind Wall Pressures —rR See Table 27.6-1 h E P. Elevation ...... ...... Net Wind Pressures on Roof (Table 27.6-2) : . • • Exposure Adjustment Factor = :.000• .. •••••' Zone Load Casel Load Case2 s• • . • Psf Psf • • •��' •.•.• ---- ---------- ---------- •..• • • 1 .00 .00 ""'� • • 2 .00 .00 •• " • 3 -36.05 .00 •••••• �• 4 -32.18 .00 ; ' ; • • •••••• 5 -26.37 .00 • • • ...••i • • Note: A value of '0' indicates that the zone/load case is not applicable. �.•� (4 •.SL N5.! Gabled Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1• Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2: Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf o14c4c Pressure from tabtc f olles t 4)r 3 as applicabIc Of 11; • • • • • • •••• ••••• go • • J MECAWind Version 2 . 1 . 1 .2 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenyerpr.ises.com Date 12/23/2016 Project No. Company Name Designed By Address Description City Customer Name :Tyrone & joni Harris State Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd 2 3 � - VS 1 13 � 131 Gable Roof 7 <<0 -=4- a 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 "a" = 3.4 ft :•••:• �•�� Description Width Span Area Zone Max Min Max Pi % • • ft ft ft^2 GCp GCp psf IlSf ' �• • • • • •••••• ------------------------------------------------------------------- WINDOW 1 1.67 3.16 5.3 4 0.90 -1.10 36.66 •4*6.0* • :**so: WINDOW 2 4.50 4.25 19.1 4 0.86 -1.05 35.14 -"&*76 •• • • • WINDOW 2 4.50 4.25 19.1 5 0.86 -1.30 35.14 =5p.,2 s �••� ••••• WINDOW 3 3.08 4.25 13.1 4 0.88 -1.08 36.03 ��••7� ••• • ••••• WINDOW 3 3.08 4.25 13.1 5 0.88 -1.36 36.03 -afair3 ••: •••••• • Khcc:Comp. & Clad. Table 6-3 Case 1 = . 0.$5 • • • Qhcc: .00256*VA 2*Khcc*Kht*Kd = •33'.9: psf •••• • • • • 1215/2016 Florida Building Code Online V VIR , BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search .r'Product Approval USER: Public user > > >Application Detail FL# FL14937-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative ]on Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative • ' • •••••• Address/Phone/Email •• • •' • • •••••• • •• •••••• • Category •••••• • • • Subcategory Cbserneryt- • • • • • •••• • •• ••••• •••••• ••• • ••••• Compliance Method Evaluation Report from a Florida Rea6%1elj8 Architect orzLicensodr•••• Florida Professional Engineer •••••• . •• Evaluation Report-Hardcopy RVeiAd: • • ....;. Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. •• : 0000 :••••: the Evaluation Report 0..0 Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration'Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 / 2008 ASTM E1300 �' / 2004 ASTM E1886 r� 2005 ASTM E1996 Z c 2005 ASTM E1996 2006 TAS 201, 202, 203 i I/ 1994 12/5/2016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/27/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name Description 14937.1 a. Series: 70 Extruded Vinyl Casement Window - (X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 14937.1 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14937.2 b. Series: 70 Extruded Vinyl Integral Mulled Twin,Triple and Quad Casement Window-(XX, XXX and XXXX configurations) Note -Active panels can be interchanged with fixed Casement Sashes. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by IndependentThird P arty: Y�5••••• 0000•• Design Pressure: N/A Evaluation Reports 0 • • • Other.See INST 14937.2 for Design Pressure Ratings, any •• • ;•• •• •• additional use limitations, installation instructions and Created by Independent iThird Darty: Yes •• •••••• product particulars. 0 0 0;0 0 • • • 0000•• 0*00 14937.3 c. Series: 70 Extruded Vinyl Integral MtiUed.. irsementoP�Aments wt4• Picture Window- (XOX and XO or OX confijurations) • • 000000 •• • 0000• Limits of Use Installation Instructions 0.0 0• ••: •••••• Approved for use in HVHZ: No 0 0 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Sr milt, P.E. 43409 0 • Impact Resistant: No Created by Independent third P&ty: Yet 0 0 0;0 •••••• Design Pressure: N/A Evaluation Reports • • • 0 0 0 0; Other. See INST 14937.3 for Design Pressure Ratings, any ••0• . •••• • • additional use limitations, installation instructions and Created by Independent Third Party: Yeg 0 0• product particulars. 14937.4 d. Series: 70 Extruded Vinyl Integral Mulled Single or Twin Casement over Picture Window or Picture over Single or Twin Casement Window- (X/O, XX/O or O/X, 0/XX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.This Product is No Longer Offered by Silverline Building Products, Corporation (See 14937.4-2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14937.5 e. Series: 70 Extruded Vinyl Casement Window with Nailing Fn- (X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 12/5/2016 Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 14937.5 for Design Pressure Ratings,any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14937.6 f. Series: 70 Extruded Vinyl Integral Mulled Twin,Triple and Quad Casement Window with Nailing Fin- (XX, XXX and XXXX configurations) Note-Active panels can be interchanged with fixed Casement Sashes. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 14937.6 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14937.7 g. Series: 70 Extruded Vinyl Integral Mulled Casement or Casements with Picture Window with Nailing Fn- (XOX and XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 14937.7 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14937.8 h. Series: 70 Extruded Vinyl Integral Mulled Single or Twin Casement over Picture Window or Picture over Single or Twin Casement Window with Nailing Fn- (X/O, XX/O or O/X, O/XX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.This Product is No Longer Offered by Silverline :000% Building Products,Corporation (See 14937.8- 2010 FBC Created by Independent 41hirq%rty: Yds "";• version for Historical Documents regarding this Approval) •e e e e • • gees" a s• •••••• 14937.9 i. Series: 70 Extruded Vinyl CasementAipiw%- (X configuration) • + Limits of Use Installation Instruction••'• Approved for use in HVHZ: No ee•e• 0 e+•• ••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F. S4"(1te Q.E. 43418• • ••:••e Impact Resistant:Yes Created by Independent ThiPd P&ty: Yes • ' Design Pressure: N/A Evaluation Reports " '' •• •••••• Other.See INST 14937.9 for Design Pressure Ratings, any :60:6: ' e• additional use limitations, installation instructions and Created by Independent Third Party: Yes • •••••• product particulars. e • e • • •• a e•e• • • 14937.10 j. Series: 70 Extruded Vinyl Casement Window with N•ajjipi; FM- (X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 14937.10 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14937.11 k. Series: 70 Extruded Vinyl Casement Window- (X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 14937.11 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 12/5/2016 Florida Building Code Online 14937.12 I. Series: 70 Extruded Vinyl Casement Window with Nailing Fn- (X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14937.12 for Design Pressure Ratings, any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F S.,please dick here_. Product Approval Accepts: Qe'i E2 Cfedit Cad Safe as . . . . e ...... . .. ...... eeeee• •ee• .. ...... ... . ..... .. .. .. ...... . . . . . . .....• . e .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SilverLine j�°��• ••••�"� • z� byAndersen - g WINDOWS • DOORS '- • . 1:51 3�4•MAX+•: :': :': :•' ••' ',' rl►I'l11 ``` °Cz° OVEt�AI g FRAME WIDiH : : : : • : cs SERIES 70 - MODEL 70RCW 1'MP " ' ' ' ' "' E a EXTRUDED VINYL CASEMENT WINDOW a 9g "IMPACT" ,�� 5. W S �� GENERAL NOTES c ZaZ 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building W g W o Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 0 W 2. Product anchors shall be as fapted and spaced as shown on details.Anchor embedment to base \ o 0 o a material shall be beyond wall dressing or stucco. \ a a Z � b \ 3. When used in the"HVHT'this product complies with Section 1626 of the FBC and does not require P! \ i2>m an impact resistant covering. \ 4. When used in areas outside the"HVHZ'requiring wind bome debris protection,this product \ complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This F product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section �' \ o z 1609.1.2.2 of the FBC. 8 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2xl� buck masonry construction. N H 8 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. h o c 7. This product meets water infiltration requirements for"HVHZ". m N N N o TABLE OF CONTENTS o 0 SHEET# DESCRIPTION N z v 1 Typical elevations,general notes and design pressuresDATE: 11128111 i MAX.O.A. MAX. DESIGN PRESSURE(PSF) SCALE N.T.S. 2 Horizontal cross sections FRAME DA:Q. GLASS MG.BY. KV 6 3 Vertical cross sections DIMENSION DIMENSION TYPE POSITIVE NEGATIVE CHK.BY: LFS 3 E 4 Buck and frame anchoring 5CORAWINO NO.: 5 Bill of materials,components and glazing details 36.0"X 72.0" 29"X 65" Gl,G2 +50.0 -50.0 � FL-14937.1 1 0 NOTE In the"HVHZ",this product is not to be installed over 30 ft.height above ground. SHEET 1 or 5 N V f. 2' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • _. • • 1-1 XMIN. 3 3 �� 4 EMB.(TYP.) / INTERIOR •• • • • •• ••• •• '�/ * �� z dao d a° • • • • • • • • ��1111 1111�• • M zN • ••• • • • • •• . I v 9 � x Z J • • • • • •• . • y t _ z$ lc •• • • • • ••• ••• a 2 X v 2 G2 GI \ a, v \v a4 3 �i o 2 c vi JPO. W 2 W / C, V1 N 12 3 4 2 "'°j, wm v 3 3 EXTERIOR 12 A F 2 C E o .^Pn M 0= N 0 3 HORIIOMAL CROSS SECTION & < _ v^ 2 Shown w/lx sub-buck 4 1 1-1/4"MIN. a a c B EMB.frYP.) m E C D INTERIOR INTERIOR °o v GI G2 G2 G1 R 4 o z ° ozy o c a WJ�m N �Zm 3� a EXTERIOR ° M^w = �N N N Q j s 5 2 12 nnNo� i 6 H C N Z o° s 15 G 2 rBY-. 11128111 = S OPTIONAL EXTERIOR E .T.S. 9 a KV ' LFS ; 1 HORIZONTAL CROSS SECTION2 HORIZONTAL CROSS SECTION auxv+c NO.: t 2 2 Shown Dkecllo Masonry FL-14937.1 1 a SHEET_2_OF_5 V a .. .. . . . .. .. . . . . . . . . . . . Wee ° ��jjjj ' - a vi". Z Ea • o OPTIONAL 15 r-1 *0 0 • i "=u �d • •.• .. Em o C 12 12 11 , 8� 5 00. 14 �(v�` a m a a fL 14 g�g a Z Q� 1 2 1 8 �a EXTERIOR INTERIOR EXTERIOR INTERIOR 3 � g o W z � G1 G2 0 3 N GI G2 r�' NinWw ch c� 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION I o $ Shown w/Ix sub-buck 3 S a �a m INTERIOR 7 m EXTERIOR INTERIOR 7 Gt G2 G1 G2 EXTERIOR +zo z d _o 14 zm 14 12 mx�� 11 �N 1 �•+=ww a11 12 1 D E Ya moo~ a �l7 B �NNN QQ J S N n . E nnNm i P . V r 7 N^Z G Q . . . . U n . DATE: 11128111 TO C scaE N.T.S. ° M. ' .er: I(y m 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION cmc.BY: LFS 3 3 Direct to masonry 3 ORAV Nc No.: z FL-14937.11 0 SNEEf 3 ov 5 ' V t C .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 2X BUCK 27 33 • • • ,.• 'iii • • a • • •• •: ►': n 1X BUCK L • a • • • • •�R. 4 • • ly $ * Qs °n o '& c � °" n � .. ° e. p moi/�••••.,•. •' � \\`` >>m W • ° ° I •• • •• ••• �j/ y...• ``\ oN Opp Ji_ • • • • • •• /// T• 1�` U N O a •` —� n �` _ rBUCK • •e• •• E°• ° ov a(TYP.) ozMAON — ra 2X BUCK 2X BUCK cD 1„ TYP. 3 z JAMB, G 2X BUCK LWo FRAME HEAD& F 1X BUCK 3 z SILL H DIRECT TO a MASONRY m fn MASONRY W w L j OPENING Q y U MASONRY O o OPENING ^ J 2X BUCK — Ci r� p 1XBUCK a b M DIRECT TO f" _ R N MASONRY r ' } a •° d m •a: .. THRU PIVOT — — TRACK v v r z a.. �2y O_ V" L Z In R In ~ BUCK ANCHORING JAMB FRAMEANCHORING JAMS o N G�z CONCRElEANCFIOR NOTES: Retainer Snubbers Masonry buck construction Loc ng o h o y I.Concrete anchor boat om at the comers maybe odjusted ro mahta n the rMn. Sash removed for clarity Shown in the ticked positl0n =w w 5locking points a o HS�' edge distance to mortar joints. 4i 2.Concrete anchor locations noted as"MAX.O.C.M.)"must be adjusted to i 4 maintoln the min.edge distance to mortar joints,additional concrete anchors n g may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. ooW = mwr B 3.Concrete anchor table: tv N N a t4 ANCHOR ANCHOR MIN, MIN,CLEARANCE MIN.CLEARANCE m TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT e n ni.• o EDGE ANCHOR Z x E3 ffw TA ONa 1/4" 1.1/4" T 4" DATE-- 71128111 0 scwLe:s N.T.S.DWG.ar: KV Elco m ULTRACON 1/4' 1.1/4" 1" 4' iAPCON• 3/16" 1.1/4" 9" 1.1/2 CHK BY: LFS a DRAWING NO.: WOOD SCREW WRALLA77ONNOTEs: FL-74937.11 3 7.Malntoln a mlMmum 5/8"edge distance,I"end distance,&1"o.c.spacing of a wood screws to prevent the spliNing of wood. SHEET 4 OF y5 N � O O t c • ajo • •.• .. .. . goo .. .. . • • i • . . ... . . . . ... BILL OF MATERIALS 1/7 GLASS BETE-I- \\p%% * ITEM i DESCRIPTION MATERIAL I •• ••• • •.• . ` -.• w A 1 X BUCK SG>=0.55 WOOD • • ' o B 2X BUCK SG>=0.55 WOOD 2 14"OYERAllGW • • � « � * �;Z__�� C 1/4'MAX.SHIM SPACE Y' Z �'• • D 1/4"X 2-3/4'PFH ELCO OR fTW CONCRETE SCREW STEEL 3/37'ANNEALED ••• �A1' Z z ro MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ® ` >> m E CONCRETE 0. SAFLEX i� �\ N 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 'P B ItEICAY�• • .000 o•• ��i��II*T 11` x` o n'm z° F 1/4"X 3-114'PFH ITW CONCRETE SCREW STEEL S(7'!IlNEALlD • • • •• • °N c G #10 X 2-1/7'PPH SMS STEEL • i i w i g• 0 u$_� H 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL FAIR SRAC&- • • • ••• •• 8 _� =n J #8 X 2"PFH SMS STEEL (((/// 3/32 ANNEALED a ' a a L 3116'X 2-3/4"ITW FH CONCRETE SCREW STEEL \ �` M 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 13 v o`Z N 3/16"X 7'PFH ITW CONCRETE SCREW STEELW GLAZING DETAI a 1 CASEMENT MAINFRAME (#52-CA20-001)« PVC Gy 3 3A 3B 1/7'GLASS BITE � 2 CASEMENT MAIN SASH (#52-CA20-002)' PVC 3 3 CASEMENT GLAZING BEAD HALF MOON-3/4"IG(#52-CA20-003)' PVC 2 16 w g o 3A CASEMENT GLAZING BEAD BOX-3/4"IG(#52-CA20-01 I)' PVC z o o 3B CASEMENT GLAZING BEAD CONTOUR-3/4"IG(#52-CA20-012)' PVC 3/4"OVERALL ; z m 4 LOCK HANDLE ASSY.(MULTI POINT LOCK) STEEL THK.GLASS w 5 SNUBBER(TRUTH#22999.92) 3/37-ANNEALED w w m o 6 SNUBBER RETAINER(TRUTH#22999.92) 0.090"SAFLEX® d 7 CASEMENT OPERATOR(ENCORE DUAL ARM) STEEL PVB INTERLAYER J w 8 Q-BULB SEAL.360 DIA. 3/37'ANNEALED �3 w m z 0 10 LOCKING BAR RETAINER CUP STEEL o 0.89" AIR SPACE o o e 11 TRACK REINFORCEMENT(#50-7555) ALUM.6063-T5 3/3ANNEALED a 7' a �E 12 WEATHER-STRIP COMPRESSION TYPE �^ m m 13 GLAZING SPACER STEEL INTERCEPT STEEL 17 14 SASH REINFORCEMENT(#50-CA20-013) ALUM.6063-T5 G 15 1/7'SNAP-ON EXTERIOR FLANGE(#52-CA20.058)'-OPTIONAL PVC q GT GLAZIN DEiAII 3 3A 3B m 16 GLAZING COMPOUND-TremGlaze S700 by TREMCO SILICONE , z 17 SUPERSPACER BUTYL 3 PVC LAZING BEAD S o 27 #8 X 1-0/4"PAN HEAD SMS STEEL N d z 33 TIE BAR LOCK PIN STEEL O z m o 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS =3 w FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS o N o LICENSEES IN"HAMA CERTIFICATION PROGRAMS FOR RIGID o _En PVC EXTRUSIONS". c a(x Q i L[r C4 0.891"� ^ t1 ao �NN cl C> nnNRo ' F�4 y Tr N 0.05" 0.059" L o Qo v oEo DATE: 11 28 11 0.42"-� �{ SCALE: N.T.S. a 0.625' J— �„�BI O DWG.BY: KV m I N F� F� 0.804" c 0.891" ) 2.43" CHK.BY: LFS # ASH REINFORCEMENT EXTERIOR FLANGE C REINFORCEMENT 3.25" DPAWND HD.: 14 14"Lg. 15 Optional T 1 ALUM.606345 3B PVC LAZING AD 2 SASH ME T MNDO FRAM FL-14937.11 a SHEET $ OF yr7 L R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 / FL-14937.11 I2015 Product Sub Category Manufacturer Product Name Category Silverline Building Products Series 70-Model 70RCW1IMP Window Casement 1 Silverline Drive Extruded Vinyl Casement Window North Brunswick,NJ 08902 "Impact" Phone 732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for Silverline Building Products based on Rule Chapter No.61 G20-3,Method 1 d of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside the"HVHZ"requiring wind borne debris protection,this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missle level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.12.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14937.11 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-14937.11 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by iy TEL 01410314 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab., Inj. Lyndon F.S6"P.E. 2. Dade County NOA Materials Testinq 0000 : •• • 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Co.) •••••. ; '.0• • *0 3. Drawing No. Prepared by "SFcfr%d&Sealed by • • No. FL-14937.11 RW Building Consultants, Inc. (CA#9813) •'tgAton F.Whini1%P.E. • • 4. Calculations Prepared by Ajgged&S11 ealedby Anchoring RW Building Consultants, Inc. (CA#9813) t,ygdon F.Schrridj P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt, P.E. �,g��yro��=crat •• •� •••�.• Y �C FU icAn•••.•• • 5. Quality Assurance Certificate of Participation issued by Window&Door Manufacturers • • . Association,certifying that Silverline Building Products is manufacturing ft 0 39 •�: ; •• •0000: 00 products within a quality assurance program that complies with ISO/IEC ': • 0 17020 and Guide 53. i Lyndon F.Schmidt,P.E. FL PE No.43409 r t d G G is t 96:"v 4/8/2015 Sheet 1 of 1 12/5/2016 Florida Building Code Online SCIS Home 1 Log In User Registration I Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map + Links Search V /I Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail l' FL# FL6067-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Craig Calderone rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative • • • • Address/Phone/Email •••••• • •. •••••. • V ...... .... .. Category Windows 0••� •••• • ••••• . Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed • Florida Professional Engineer • • • Evaluation Report- Hardcopy Received :••0 0• Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. ' • the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. ,11 Validation Checklist- Hardcopy Received Certificate of Independence FL6067 R6 COI Certificate of Independence.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards / Certified By / Sections from the Code a/C� 1710.5.3 Product Approval Method Method 2 Option B httpsJhvww.floridabLilding.orgtpr/pr app dti.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQtjEY`/o3d 1/4 12/5/2016 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 Summary of Products FL# Model,Number or Name Description 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion"Impact" with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST Product Offerina.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:This Product is No Longer Offered by Silverline FL6067 R6 AE EVAL Product Offerina.odf Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.2.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:When used in areas outside the "HVHZ" requiring FL6067 R6 AE Eva[ 6067.2.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D"and excludes "Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. :009:0 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clippeaullion for yse will]impact and-1 Mullion "Impact" non-impact window prodL?":eMasonryor WEod OperflRgs••• Limits of Use Installation Instructions :••••.i Approved for use in HVHZ: No FL6067 R6 II INST 6067.E oat•• ;�. • • Approved for use outside HVHZ:Yes Verified By: Lyndon F Sch"atO, P.E. 43409 •• •• •• Impact Resistant:Yes Created by Independent"iwd party: Yae•• • ••••• Design Pressure: N/A Evaluation Reports • 0 ' • Other:When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.3.odf • wind-borne debris protection this product complies with Created by Independent;-Ura arty: Yes • '. I section 1609.1.2 of the Florida Building Code and does not • • • •••••.•II require an impact resistant covering. This product meets "Missile Level D"and includes "Wind Zone 4" as defined in ��.' ; ••�• ;"'•� • • • • • ASTM E3996-02. See INST 6067.3 for any additional use • • • limitations, design pressure ratings and installation instructions. 6067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 H INST 6067.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.4.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D"and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 H INST 6067.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports httpsJ/www.floridabdlding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgs4Yr43ec40R5n5vmgGn98MUAeEIjQtjEY%3d 2/4 12/5/2016 Florida Building Code Online Other:When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.5.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D"and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non-impact window products in Masonry or Wood Openings • Limits of Use Installation Instructions Approved for use In HVHZ: No FL6067 R6 11 INST 6067.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.6.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D"and excludes "Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion"Impact' for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.7.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets ��•�• "Missile Level D"and excludes "Wind Zone 4"as defined in • • • ••••• ASTM E1996-02. See INST 6067.7 for any additional use '•• ; •• • • limitations, design pressure ratings and installation • • • • •••••• • •• ••••• instructions. • i 6067.8 h. Series 2728 Structural Beam Extruded Aluminum ClippQMNontal Vlyon Clipped 1tlu11ion Transom Mullion "Impact' for use with impact and noNi"act window Products ih••••1 • Masonry or Wood Opening**** ••• • ••••• Limits of Use Installation Instructiont o go• '• •••• Approved for use in HVHZ: No FL6067 R6 II INST 606;-,ebr• • • Approved for use outside HVHZ:Yes Verified By: Lyndon F scihmidt,b.E. 43409 • ••••: Impact Resistant:Yes Created by Independent Third party: Ye:••••• Design Pressure: N/A Evaluation Reports • • • :•••• Other:When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067!epdf• •'•; wind-borne debris protection this product complies with Created by Independent Third Party: Yes•• • section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D"and excludes "Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 i. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion "Impact' for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6067 R6 11 INST 6067.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:When used in the "HVHZ" requiring wind-borne FL6067 R6 AE EVAL 6067.9.odf debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes of the Florida Building Code and does not require an impact resistant covering. This product meets"Missile Level D" and includes"Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. Ec": Y�xt https://www.floridabdiding.org/pr/pr app od.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn9BMUAeEljQtjEY%3d 3/4 1215/2016 Florida Building Code Online Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ® ® �f_7_- 0 Credit Card Safe Y 0000.. 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000 .. 0000.. 0000.. 0 . 0 0 0 0 . . . . •• . 0000 . • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQtjEYg/o3d 4/4 MUWON SPAN MAX. 74'-1 silver Line r- -b►An&rsen _ pie GLAZING a W I N D O W S * D O O R S tll PRODUCT MULLION SPAN MNc.=74' �0). p Wz fill I STRUCTURAL BEAM MULLION GLAZING E u 2723, 2724 $ 2728 8 n PRODUCT N a 3 GLAZING GLAZING L M `_ "IMPACTr PRODUCT PRODUCT U a v GLAZING L 11 PRODUCT o Qo HORIZONTAL MULLION CONFIGURATION HORIZONTAL MULLION CONFIGURATION Z 2723 2724 z 2728 MAX.COMBINED DIMENSION IS 104' MAX.COMBINED � 32AL NOTES: DIMENSION IS 104' o r6 product has been evaluated and is In compliance with the 5th Edition(2014(Florida Building Code Wl�� W2 W1W2 3C)siructural requirements including the'High Velocity Hurricane Zone". 1 'hen used In the Whir,this product complies with Section 1609.1.2 of the FBC and does not rquire an Impact resistant covering. 'ham used In areas outside the 9iVHr requiring wind borne debris protection,this product compiles 1 nth Section 1609.1.2 of the FBC and does not require an Impact resistant covering.This product leets missile level17 and Includes Wind Ione 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2 load bucks by others,must be anchored property to transfer loads to the structure and GLAZING GLAZING GLAZING GLAZING : GLAZING n a reviewed by the Building Official. PRODUCT PRODUCT PRODUCT PRODUCT :PRODUCT ^ rWon anchor embedment to base material shah be beyond wall dressing a stucco. Z o sporate product approvals for each gkft product used with these mullions must be FA ,brritted along with this mullion product approval. nchoring of each glazing product to the mullion shah be as shown In each Individual lazing product approval ny conditions not covered In Ihb evaluation are subject to separate Engineering evaluation. L ti Ldon design pressure rating,see appropriate load rating table sheets as listed In table of contents. is design pressure rating of the assembly shah be the lesser of the load capacity of the mullion as VERTICAL MULLION CONFIGURATION VERTICAL MULLION CONFIGURATION � etemnined using this approval or the design pressure rating of the Individual glattng products used. xlnding box dimensions for geometric transom shapes must be equal to or less t:i i• • • • • • •• n o sctangWartransom dimensbnsshown rnerel,. . . . . • • . TYPICAL MULLION CONFIGURATIONS = uminum components,Including fasteners,shah meet the requirements of FB*ectlon 2003 •• • • • • • _ 'z p TAKE OF CONIEMS • • • • • • • • • DUE 07103112 = SNwill DESCRIFTIOI4 SHEEP/ tacitow s^.,.• N.T.S. 9 I Typical elevation b general notes 6 2724 mullion bad table for wood screw anchors owa.m: KV m 2 2723 mullion bad table for concrete screw arch 7 2724 mullon anchor details b section detols CHK.Ery.- LFS ; 3 2723 mullion bad table for wood screw anchors 8 27281rrullon bad tobb fp daftcrete serAvl a d rxuwxrc NO.: a 4 2723 mullion anchor detains d,section detains 925FTlion load to4 for W&d screw ynchors• " • 0 5 2724 mulAan bad table for nc concrete screw ahors 10 •0728 minion enchu detaintil,s secllbn 61etaBs FL-6067.9 SHM_L of Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �. MULLION SPAN .%.�� * Max. = 74" • SiL VERLNE 2723 STRUCTRUABL�BEA`M MH ULLION LOAD TABLE(PSF) `.•`A '•,� n r- �s` •' ' w GLAZING a' 30' 3r 34" 30• 3i• 40" 4r 44" 4r 48• 50^ 6r ` = 3 PRODUCT 74" 64.7 .4 56.0 .3 50. 47.7 43.3 43.1 41.1 30.4 37.7 38.2 .i 1- a9.4 60. 5.1 .9 1. 40.5 44.1 42.2 .4 36. 37. a 70" .4 .2 80.4 .1 54.1 1.4 4a.0 44. 4 .0 41.1 ;� '• �� °1•' or 0 0 04.0 80. 4 1. 4 .5 4 .3 4 . 43. 41.9 GLAZING GLAZING ^ 0 .1 7 .2 08.0 04.2 80.6 .0 .0 52. 2 1 46.2 44.4 PRODUCT PRODUCT {t• a .8 a1.8 .8 .3 6a.3 .7 t. 5 8 4 51.2 4 .1 47.3 c^ 93. .3 a1 o 0 26 .8 .3 .4 .6 56.9 4 4 e $ 60• 99.9 93. 87.4 a2.3 .7 73.6 .6 00.8 58. 53.5 3 56• 100.0 93.8 .0 83.2 78.8 4.0 1.3 .1 624 59.9 57.6 N a w 100.0 100.0 90. 94.0 66.6 64.1 .9 6.1 72. S 86.6 .9 81.5 84" 100. 100.0 100.0 9 .5 2.1 a7. 82. 6.9 .1 .1 66. 63.7 �Z 82" 1 .0 1 .0 1 .0 1 .0 95.6 90.0 86.1 12.0 74.2 74.6 71.7 .6 .2 60" 1 .0 100.0 100.0 1 .0 99.5 94.2 .3 i1.4 77.a 74.6 7 .8 .8 4 100.0 1 100.0 t .0 100.0 98.2 .3 04. 81.1 .1 4.0 1. W 1^II W2-"1I N• 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92. 6 84: 1.1 74.0 g 100.0 1 .0 100.0 100.0 100.0 1 .0 1 .0 96. 84.6 81.4 76.2 4r 100.0 100.0 100.0 t .0 100.0 100.0 100.0 100.0 92.7 a 3 02.0 40" 100.0 100.0 100.0 100.0 1 .0 100.0 --156.-0 -IW-0 __W_0 __9T._3 93.3 89.5 00.1 9 z. GLAZING GLAZING 38" 100.0 100.0 100.0 100.0 100.0 1 1 -1-0-016- 100.0 100.0 98.2 $4.2 90.0 3 PRODUCT PRODUCT 3r 100.0 1 .0 100.0 100.0 1 .0 1 .0 100.0 100.0 100.0 100.0 100.0 .S 8 .6 z� zo II 34• 100.0 100. 100.0 100. 1 .0 100.0 100.0 100.0 -7W 1 .0 100.0 -75-6.T- 100.0 31" 100.0 7 .0 100.0 100. 1 .0 1 .0 100.0 1 1 .0 100.0 100.0 1 1 .0 s 1 1 .0 1 .0 100.0 1 100.0 1 1 .0 100.0' 1 .0 100.0 100. 100. z 1 1 .0 100. 1 .0 4 .0 100.0 1 1 100.0 100.0 100. 1 .0 2e" 1 1 .0 100.0 1 .O .0 1 100.0 1 .0 1 .0 1 100.0 1 .0 100.0 g w o 34• 1 .0 1 .0 1 .0 1 .0 i 100.0 1 1 .0 1 .0 1 100.0 100.0 1 . 2t a MULLION SPAN INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: MAX. - 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3 GLAZING TRIBUTARY WIDTH = Wt + W2 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE °v PRODUCT 2 TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION V) SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN o T PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD 1 REQUIREMENT DETERMINED IN STEP 1 ABOVE. GLAZING o 3 PRODUCT I o0 00 a� L FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR j = qpq SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE _WI W2_.I FOLLOWING: 1 h •• •• • • 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR o • • • THE FASTENERS SHOWN IN'THE INDIVIDUAL GLAZING PRODUCT i • •• • GLAZING GLAZING ° APPROVAL. DRODUCT PRODUCT N ••• • • • ••• • • 2. SUBSTITUTE 8-18 PANHEAD SELF-RILLING SCREWS SHOWN DAM 01103112 = o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM o GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT scALE' N.T.S. PRODUCTSECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. �.BY: KVCHL BY. ° VIE IS•nWN Frig ILL RATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING aarwo No.;LFS 3 :1714ISO!"TION IHERAME SECC7ION� F FLORIDA APF LOVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 6iY SIWERLWE CDN BE USED IN*THIS FACHION. • •• • • • • • •• SHM_L of_LO p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MULLION SPAN • SLVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE PSF) �1.**ow. * -� MAX. = 74" TRIWARY WDTH `` •% �jl'� rS 26" 30" 72" 24" 26" 36" 40" 42" 14" a. or 62" a GLAZING 74" 64.7 60.4 56.6 53.3 $0.3 47.7 43.3 43.1 41.1 39.4 37.7 .2 3 PRODUCT 72" 69.4 64.7 60. 7.1 3.9 51.1 46.2 44.1 42.2 40.4 36.6 37.3 toll g 1_ 70" 73.4 68.5 64. 60.4 .1 .1 1.4 46. 42.6 1.1 39.5 i�Y gag n 66" 0 3 4 1. 4 .5 4 .3 4 . 4 . 1. ��i Y.............. . GLAZING GLAZING N" 6 .6 61.9 76. dr 1:6 .0 SZ6 53.4 51.2 1 4 .J ',''�'//!/!* '1� `,`` R•g N•; 64 156.5 S5. PRODUCT PRODUCT 6Y 03.6 87.3 61.9 .9 85.5 62.4 59.5 1 56.9 54.6 52.4 00.4 60" .2 $7.4 62.3 3.6 80.0 66.6 $3.6 W.6 58.3 66.9 63.6 3 Sr 1 .0 .6 V3 T 66. 2 6.6 74.6 71.J W0 6S. 62A 57.6 d Ci N. 100.0 1 .0 100.0 .4 69.2 60.3 6.4 3.0 66.9 64.2 61. M 64" 100.0 100.0 100.0 100.0 95.9 60. 66.1 66 75.1 7 69.1 .4 y isw 100. 100.0 1 .0 100.0 100.0 .0 93.1 .7 64.6 1.0 77.T6e 4. 1. 100.0 100.0 ioo.o 100.0 100.0 100.0 100.0 96.9 91.5 67.6 .9 60. 46" 100.0 1 .0 100.0 1 100.0 1 .0 100.0 100.0 99.3 95.0 91.1 67.4 64.1 4•100.0 1 I-00T 100.0 100.0 100.0 100.0 100.0 1 100.0 97.0 93.1 69. Z v; WI W2 14" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93. o T 42" --IWO- 100.0 100. 100.0 100.0 1 ,6 1 .0 100.0 1 100.0 100.0 100.0 96.1 1 40" 1 . 100.0 Ido100.0 1 100.0 100.0 100.0 100.0 I.5__ 100.0 100.0 100.0 zd 38" 100.0 1 .0 IOU 100.0 100.0 100.0 100 100.0 100.0 100.0 100.0 100.0 100.0 a. GLAZING GLAZING 26" 100.0 100.0 100.0 ioa.o 7m.0 100.0 100.0 100.0 100.0 100.0 100. -1766- 1 .0 Y z� PRODUCT PRODUCT w 1 .0 T 75 100. --i-o 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 M" 100.0 -7553- 100.0 100.0 100.0 100. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 tl 20" 100.0 1 W0 100.0 100.0 1 100. 1 .0 1 .0 00.0 100.0 100. 100.0 1 .0 j 26" 100.0 1 .O 400 0 100.0 1 100.0 -1-66-5- 100.0 1 .0 1 .0 100.0 1 2M 00.0 100.0 100.0 1 1 100.0 -Two- 1 i I IV._0 100.0 1 i .0 I Iwo I Iwo 1 . 1 .0 1 .0 100.0 1 . 1 100.5 Iwo 1 100.0 a fNSTRUCTlONS FOR USE OF THE MULLION LOAD TABLE: MULLION SPAN I MAX. 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. T 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE II THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. • 0 3 GLAZING TRIBUTARY WIDTH W1 + W2 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE " PRODUCT 2 TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE z MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE V) J_ DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE Q a GLAZING 3 PRODUCT FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR _ aIM SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE I I FOLLOWING: -W 1��- W2 -1 m rW- i •• ••• • • • • 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR o • • • • THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT - _ •• • ••i i • • • APPROVAL. -i a° GLAZING GLAZING Q. • O• • • • 2. SUBSTITUTE #6-16 PANHEAD SELF-RILLING SCREWS SHOWN ■ PRODUCT PRODUCT a"* •• •• • • • -:01103112o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM ? GLAZING z u FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SC&L. N.T.S. 9 PRODUCT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. MG.BY: KV • ''k¢ • ss'' •♦♦'' • • CHK.BY: LFS 3 • ■THIIDICTION V14V It SgOWN MMILLUI1'RATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING ■ WG1WW0 NO.: ■ 1 • ETHER FRAME SECTIONI6 OF FLOINDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 •9Y S�LVERtIN E EAN QE USED 1: THIS FASHION. n sin 3 or 10 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (e)#10X I•I/2"WOOD SCREWS 2X FRAMING CONCRETE (4)3/16"0 CONCRETE ANCHORS (413116"0 CONCRETE ANCHORS CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) I IUuI j �j �••.� . �� F U u I ii ii ;rm it li 1X BUCK go I ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1 X BUCK h W d s.s 0.375, 1.14" 7.69" a 2.25'---f----22S'--�--2.25, I §� HORIZONTAL MULLION clio �1 _-_ _______ c - n a-- --- G� (9)910 X 3/4" L4 o SELFDRILUNG SMS 1� I I 11 L fe X 3/4" u u MULLION ANCHOR BRACKET 2722 d ALUM) SELF GRILLING SMS FOR WOOD SCREW OR MULTLION TO MULLION ANCHORING Q MULLXNJ ANCHOR BRACKET 50-2722 VERTICAL MULLION a �' (6063 T6 ALUM) 8 0 FOR CONCRETE ANCHORINGANCHORMULUONTOMUWON X 3/4" SE k SELF-DRILLING SMS 0.1" •• •• • • • • • •• ";vim Lu • • • • • . • • R1099HWOOD SCRIW t •• • • • • • WOOD IJ/6f' 1• 1 1/B z • • • • • • AIDI6SEtR010U 40 AMN.OF;THFFADF z .• • . • . .. SHEET METAL SCREW STEEL w�er r T•1/R 'i � WMELPA IE 1> :01 03 12 i HOLLOW ROCK 1-1/4 sutE: 9 HUI KWIKLONH 1.1/2' g' N.T.S. 2723 MULLION MULLION, CEVINCHORING••: •.: .:. �.wlwrr CONCRETE 1•u6 1-ln z °M°.°f: KV m (6063•T6 ALUM) 2X1 BRA CK SHON • • • WOOD FRAMRJG(Sa.--- CHK.BY. LFS (WOODSC LING • • • • SIS CONFORMING TO ASTM A653,16 GA.,Ow MIN.THICKNESS(Fy.1•000 P51, DRAMNO NO.: • • • • •• SNffTMETAI SCREWf(SAE GRADE SMBI):NLTI KWK•iLp(Dr LCO DFJL41U I F1-6067.9 p • CONCRETE CONFORMING TO Ap 301(3,00D PSI MIN.J OR HOLLOW ROCK CONFORNPC TO ASTM C90 N SHEkT 4 OF.1 Q • • • • • • • • • • • •• •• • • • •• •• MULLION SPAN SILVERLOVE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) MAX. = 74" 1 TRl�UTARYWlDTH .,•Q'�ii n GLAZING 28" 30" 32" 34" 38" 3{" 40" 42" 44" 4{" 4{" {0" 82" PRODUCT 74 2.8 49. 43.3 41.1 .9 37.0 .2 33.6 32.1 30.6 29.6 8.4 * o n 72" 57.4 53.3 50.2 ♦ .2 44.6 42.3 40.1 .2 38.5 34A 33.4 321 30,9 �'t / 70" 62.4 6 51.4 .0 43 7 1.6 7 4 34. 33.8 i V' : n W" 07.0 03.5 52.1 49.4 9 44. -42T-39. 40.8 39.1 37. 36.1 ,�'iiY. ........... �� ~ c N" 71.1 60.4 .2 .8 .3 52.4 49.8 4 .4 4S. 41.5 39.8 .3 �•` o GLAZING GLAZING ' ///n11111 1� S2 o g M" 75.7 .6 .2 .8 .7 29 SOA 46.1 40.0 14.1 42.3 40.7 i1 PRODUCT PRODUCT E {2' 80.6 7F2--70-5 50.4 02.7 1 59.4 56.4 53.7 $1. 42.1 47.0 45.1 43.4 � � ■�� {0" 06.1 1 00.3 75.3 70.9 ee.9 63.4 00.2 .1 54.8 52.4 50.2 48.2 46.3 8{" 02.1 U-0 --c-or-75 4.5.9 71.6 7.9 6 01A 50.6 5v 33. 51.6 49.0 eR�j a R " 98.0 922 .5 1.4 .9 .0 69. 65.9 62.9 00.1 57.8 .33.2 1 .0 93.0 87.3 62.7 .3 74.4 70.6 67.6 84. 82.5- 59. 57.2 FI" 4 92" 100.0 100.0 100.0 94.4 89.1 84.5 80.2 7 .4 72.9 69.8 66.8 64.2 61.7 {0" 100.0 100.0 100.0 1 .0 90.4 01.3 86.8 0-8 78. 75.5 72.3 60.4 66.7 d 44" 100.0 100.0 100.0 100.0 100.0 95.2 93.3 86.0 84.8 81.1 77.7 74.6 71.7 W1--{{--W2 --{ 4{" 100.0 100.0 100.0 100.0 100.0 100.0 U. a H.1 77.8 74.0 0 II I a 44" 100.0 1oo.0 100.0 100.0 100.0 100.0 100.0 9-6.F--W5e4.e e1.4 7e. �2i 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 92.7 .8 85.3 82.0 40" 100.0 100.0 1w.0 100.0 MY 100.0 100.0 100. 100,0 97.3 93.3 .5 80.1 GLAZfNG GLAZING 30" 100.0 100.0 100.0 100. 1 100.0 100.0 100.0 100.0 100.0 .2 94.2 90.6 +� ^ PRODUCT PRODUCT 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ioo.o 100.0 100.0 100.0 99.5 95.6 m Do 34" 100.0 100.0 100.0 100.0 i .0 1-m 100.0 100.0 100.0 100.0 100.0 100.0 100.0 II 32" 100.0 100.0 100.0 100.0 100.0 100. 1 .0 1 .0 100.0 1 ,0 1 .0 100.0 100.0 �i 30" 100.0 100.0 100.0 100.0 100.0 1 0 100.0 100.0 -1w.0-10-00. 100.0 100.0 100.0 2{" 100.0 100.0 100.0 100.0 100.0 1 0 1 .0 1 .0 100.0 100.0 100.0 1 .0 100.0 &I Le N 2{" 1 .0 1 .0 1 .0 00.0 1 .0 1 .0 100.0 1 •0 1 ,0 100.0 1 .0 i .0 1 ,0 �'i o L-11LA 24" 100.0 100.0 100.0 1 .0 100.0 1 .0 100.0 1 100.0 100.0 1 .0 100.0 100.0 a a �` MULLION SPAN INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE- Z"to MAX. = 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. TRIBUTARY WIDTH W1 + W2 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE 2 THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. S GLAZING 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE `c' PRODUCT TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE w o I� MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE V) DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. m GLAZING PRODUCT oo r FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR a SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE W2 FOLLOWING: •• ••• • • • •a1 • 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR o • • • • THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT n i GLAZING GLAZING •• •'o •i i • APPROVAL. i $ 'RODUCT PRODUCT a • • • • • 2. SUBSTITUTE J8-18 PANHEAD SELF-RILLING SCREWS SHOWN ^ •• •• • • IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM DATE 01103112 1 GLAZING z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SCALE: N.T.S. o PRODUCT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. DWG.BY: KV c' J .� • • CHK.BY: LFS ; 7 • THIS rCTION VIEV IS 4OWN MC ILL14fRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAWING NO.; r 1 • 40THE:R FRAME SECTIONS OF FLOWDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. " •44Y SILVERNINE EAN BE USED IN THIS FASHION. FL-6067.9 • •• • • • • • •• °n SHEET 5 a 1 p O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MULLION SPANS�VERLINE 2724 S7RUCTRUAL BEAM MULLION LOAD TABLE(PSF) `�o`;t``,.• * r��''% �, - MAX. 74" TFOBl/fARY YY10TH •Y► GLAZING '9- 3M 3r 34- 36- 3r 40" 4r 44- 46• 46- 60- or PRODUCT 4- 52.6 49,3 46.2 43.5 41.1 38.9 3 .0 35.2 33.8 32.1 30.8 29.6 28.4 a _ 36.3 34.9 33.4 .1 309 _ 57.4 53.5 .2 47. 44.8 3 40.1 36.2 0" 82.4 58.3 54.0 61.4 48.5 46.0 43.7 41.839.7 36.030.4 34.9 33.60 62.5 502 1 49.4 46.9 44.7 42.6 .6 39.1 3 .5 30.1 ii ..••GLAZING GLAZING17! K- 1.1 68.4 82.2 6 55.3 52.4 49.8 47.4 45.3 .3 41.5 .8 .3 ��/irrrrrr..1 i PRODUCT PRODUCT 75. 0.6 66.2 02.3 55.8 55. 52.9 50.4 46.1 46.0 44.1 42.3 40.7 or .6 S.2 70.5 66.4 82.7 59.4 .4 53.751.3 49.1 47.0 45.1 43.4 8 W 86.1 60.3 75.3 0.9 60.9 83.4 60.2 57.4 54.5 52.4 .2 48.2 46• u E W O6- 92.1 .0 60.8 75.9 1.0 679 64.5 61.4 56.6 56.1 53.7 51.6 49.0 N 68- 96. 92.2 86.5 81.4 6.9 728 69.2 63.9 82.9 60.1 57.6 SS.3 .2 ~ 64- 100.0 99.2 93,0 67. 627 78.3 74.4 70.6 67.8 64.7 62.0 .5 57.2 6 �`� 8r 100.0 100.0 100.0 94.4 .1 84.5 00.2 78.8 729 69.8 66. .2 61. 100.0 100.0 100.0 100.0 4 91.3 06.8 62.6 76.9 T5.5 .3 69.4 66. W l-{�-W2--{ 46• 1 .0 100.0 100.0 100.0 100.0 99.1 .2 89. 65.6 61.9 78.3 11 .3 72;4 0 �o II I 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 97.8 93.2 69.2 85.4 62.0 78.9 44- 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.4 93.4 .6 �� 4r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 .0 100.0 100.0 96.4 94.6 s� GLAZING GLAZING �" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 -100.5 100.0 100.0 100.0 3J r PRODUCT PRODUCT �" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 100.0 100.0 100.0 100.0 100.0 J z� 36- 100.0 100,0 100.0 100.0 100.0 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 3 jQ 34` 100.0 100.0 100. 100.0 100.0 1 .o 100.0 100.0 100.0 100.0 100.0 1oo.0 100.0 y 3r 100.0 1 .0 1 .0 1 .0 100.0 too. 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 l 30- 100.0 100.0 100.0 100.0 Too o 100.0 100.0 100.0 100.0 100.0 100.0 1 0 100.0 0 N n. 100.0 100.0 100.0 100.0 100. 100. 100.0 100.0 100.0 100.0 1 .0 100.0 100.0 1 N N O 28• 100.0 1000 100.0 100.0 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a a 24' 100.0 100. 100. 100.0 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 11 )im MULLION SPAN -7 INSTRUCTIONS ma USE OF THE MULLION ION LOAD TABLE• MAX. 74" -II 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE GLAZING THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. c n GRADING 3. IN THE FIRST COLUMN OF THE TABLE. LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE B o W1 + W2 TRIBUTARY WIDTH = MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. GLAZING k+ PRODUCT FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR i ®- SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE - W, W2� FOLLOWING: w ••• •• i •• 1. SUBSTITUTE (1 FOR 1) 1/4--14 SELF-DRILLING SCREWS FOR „ • • • THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT • •• • • • APPROVAL. I z ^LAZING GLAZING �. ••• •• • ••• 2. SIBS7ITUTE 8-18 PANHEAD SELF-RILLING SCREWS SHOWN D-01103112 • PRODUCT EL v IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM RODUCT v> srx[: N.T.S. GLAZING z li FASTENER SPACING ALLOWED IS 6" FROM EACH END A7 m PRODUCT TION THRU MULLION AND FRAME 15" O.C. MAX SPACING. vwc.er: KV • ••• �•• ••• ••• cmaBY: LFS ; e f T4S SECTION:/IEW�IS SHOWN POR I=LUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING ow,vmc No.: n _l •• OTHER vFRAME S-- IIONS•OF•�LORIDA•APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 • B)ISILVERNINE CAN 9E USES IM THIS FASHION. ^ •• • 000 • • • sncn 6 or 10 o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 81RIO x1-1/T WOOD SCREWS 2X FRAMINGCONCRETE X413/16"0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) �``�•C itj!i�' n vr� v /fill all ii ii \� I eco x`11 IX BUCK z � \ nw II II I u u ,P u U u U g ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1 X BUCK d SS' o x a 1.14 7.68 .375'In 2.25'--��225"---►f�-2.25'---� .. z O HORIZONTAL MULLION s • 7w O -------------------------------- Na ' O (8)S10 X 3/4" SELF-ORIUUNG SMS II II II L k8 u u R MULLION ANCHOR BRACKET 4722 SELF DRILLING SMS (6063-T6 ALUM) 0 MULLION ANCHOR BRACKET 50.2722 VERTICAL MULLION z FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETEANCHORING ANCHOR MULLION TO MULLION T I N8 X 3/4" 1 SELF-0RILUNGSMS srsi "%�: _ ,+ �� a d ••• • • • • • •• 010 PFH WOOD SCREW `y WOOD 1-3/R' 1. I-1/B' O i •• • • • • • i16165ELF-0RLLNG AMN•0F616 0 a • • • • ••• • SHEET METAL SCREW STEEL arm T�n6looumwm 1' 1-1/B" z e • • • • • • • �, 1ueLxaxwlRArt a2 01 103112 F 3/16.0 PFH HOLLOW BLOCK 1.1/4• 1.1/7 7 er.r. N.T.S. HLBKWK-CONY. .-1 KV O 1" CONCRETE I-I/4' 1.1/7 7 CHx.sr: LFS ; MULLION BRACKIN ANCHORING••• 000 ••• WOOD FRAMING(S.G..-0sA a 2724 606 MULLION • • • STEEL CONFORMING TO ASTM A653.16 GA.,04W MIN.THICKNESS(Py=3=P9,W=45A00 PSI) (6063-T6 ALUM) C SHOWN • • • SHEET METAL SCREWS ISAE GRADE 5 MIHJ:HRTI KW-FLEX a ELCO ORL-w FL-6067.9 0 (WOOD ftp AN RIV SH�1 • • • • CONCRETE CONFORMING TO ACI 301 I3=PSI MN.)OR HOLLOW BLOCK CONFORMING TO ASTM CFO 7 a Op ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MULLION SPAN SLVERLOVE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) `o o MAX. = 74" TR81/TARY WIDTH GLAZING 28" 30" 32" 34' 38" 38" 40' "42 44" "48 48' 80" 62" �ryy PRODUCT 74 66.4 00.8 75.6 71.1 87.2 8 .7 60.5 57.8 55.0 52.6 50.4 40.4 46.5 * j 72" .8 82.9 77.7 73.1 89.1 0 .4 82.2 59.2 54.0 51.8 48.7 47.8 W - 70" 91.3 85.3 .9 75.2 71.0 0 .3 639 80.9 50.1 .0 53.3 51.1 49.2 %1j::, e;'ai n 88" 04.0 87.8 82.3 77.4 79.1 3 85.e 62.7 59.0 54.0 52.0 50.8 i��'�'•'•• .... `�� '� GLAZ NG GLAZING 96.9 -W4- PRODUCT PRODUCT i4' 90.9 93.3 �.4 82.3 77.7 73.6 69.9 60.0 63.0 80.6 �.9 55.9 53.8 N•; 82" 100.0 98.3 90.2 84.9 802 76.0 72.2 68.7 05.6 62.8 60.1 5 .7 5 .5 80" 100.0 99.5 93.3 8 .0 82.9 78. 74.6 71.0 67.8 04.9 6T.2 59.7 57.4 7 r8 88" 100.0 100.0 .5 90.8 65.7 81.2 .2 .5 70.1 67,1 64.3 81.7 59.3 c 68" 100.0 100.0 90.9 94.0 08.8 84.1 79.9 76.1 72.7 89.3 66.6 63.0 1.5 �� o 64" 100.0 100,0 100.0 97. 92.1 87.2 82.9 78.9 75.3 72.1 80.1 88.3 --6-3-f- �A+ c 82' 100.0 100.0 100.0 100.0 .6 90.6 60.1 02.0 70.2 74.8 71.7 88.8 86.2 \'v 69' 100.0 100.0 100.0 100.0 99. 94.2 69.5 .3 81.4 77. 74.8 71.6 60.0 4 W I W2 48" 100.0 100.0 100.0 TIOD.0100....0.0 00 99.3 80.6 64.0 61.1 .7 74.6 71.7 �2 4M 100.0 100.0 100.0 .0 100.0 97.3 92 7 88.5 01. 81.1 B 74.0 i 44" 100.0 100.0 100.0 0 100.0 100.0 96.9 92.3 80.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 0 100.0 100.0 100.0 98.9 92. 66.6 .3 02.0 40" 100.0 100.0 100.0 .0 100.0 100.0 100.0 100.0 97.3 93.3 89.5 86.1 f GLAZING GLAZING u" 100.0 1 .0 100.0 .0100.0 1 .0 100.0 1 .0 1000 902 94.2 00.6 PRODUCTPRODUCT i30" 100.0 100.0 100.0 .0 100.0 100. 1 .0 100.0 100.0 100.0 99.5 05.6 m o II 34" 100.0 1 100.0 100.0 100.0 100.000.0 100.0 100.0 100.6 100.0 100.0 100.0 100.0 W 32" 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 1!2 U 30" 100.0 100.6 100.0 100.0 100 0 -19-0 100.0 100.0 1 .0 100.0 100.0 -T.-0 --Iwo-- IL...JIL__Jl 28" 100.0 100.6 100.0 f .0 1 .0 1 .0 1 .0 100.0 1 .0 100.0 100.0 1 .0 100.0 NR 28" 100.0 1 .0 1 .0 1 .0 100.0 100.0 100.0 1 100.0 100.0 1 .0 100. 100.0 a o uo 100.0 100.0 100.0 1 .0 100.9 1 .0 109.0 100. 100.0 100.0 loot t MULLION SPAN INSTRUCTIONS FOR USE OF THF MUL ION OAD TAR F• m MAX. 74" 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE GLAZING THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. � c PRODUCT 3. IN THE FIRST COLUMN OF THE TABLE. LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE N TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE z TRIBUTARY WIDTH W' t W2 MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD {- 2 RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE W DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. o E GLAZING PRODUCT ~ 'E o0 00 � FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE !� -WI--{�'--W2-� FOLLOWING: w f • • • • • • 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR n i •• • • i• • 0 THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT ^o GLAZING GLAZING Z • • • • • APPROVAL. z a` •• • •• • • • • PRODUCT PRODUCT O 2. SUBSTITUTE JB-18 PANHEAD SELF-RILLING SCREWS SHOWN MTF-01103112 = o GLAZING IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM SCALE.. N.T.S. z II FASTENER SPACING ALLOWED IS 6" FROM EACH END AT m PRODUCT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. MO.B'` KV j • ••• • ••• ••• ••• CHK.•r: LFS ; • 41THIS6ECTION VIEW IS 9ilOWN FOR•ILLUSTRATIVE PURPOSES; • NOTE, A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRA1°N0 110.' IL-.. IL1 bTH FIME tkAN OF I MDA A ROVED WINDOWS n •�Y 5 �(ER INF•�AIJE �SE� I$ TdIS F �110N. SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 a •• • ••• • • • SHEEr 8 or 10 O • •• •• • • • •• •• (10)810x1-1/7'W00DSCREWS 2XFRAMING CONCRETE (4) (S EANCHORSCHEDUIEORS 141(SE6E " CONCE A14CHOR RETE ANCHORS CONCRETE i ````` �� r p • ••.*...•If 11 Z if z_ —II Ii Z FF 11tt► IXBUCK �ci �) � u u \� u u \ u u �waG ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY THROUGH 1 X BUCK ANCHOR TO MASONRY IL 7.68• 7.68" a I--2.25'---t--2.25' 2.25'—� �I 2.25• 2.25' O O m I - O O O ONS a d 0 L L + MULLION ANCHOR BRACKET 50.2722 MULLION ANCHOR BRACKET 50.2722 N h (6063-T6 ALUM) 160aT6 ALUM) �, o FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING n C 1„ HORIZONTAL MULLION 88 X 3/4' SELF-DWING SMS j E � van Eix t ® `^'t•• ••• • • 010 PFN WOOD SCREW WOOD 1-300" I' 1• o ® 4 :" •• •• • • ••• !u��JI i OIPI6 SE1P-Ddl1lIG A� Z • 0) OWE • • 'TI SHEET METAL SCREW STEEL coeXmYn•ouaN ROMU I• I' ® •• •• N • ii �- P� mestteq•cnun DAM-01103112 "a u u 3/I6'OPFN HOLLOW KOOK 1-I/c 1.1/2' 7 sate N.T.S. 88 X 3/4" v HRn Kwuc�oN H Dwo.�: KV i SELFDRHLNGSMS CONCRETE 1 1-1/4 I-t? z u«-W LFS ; MULLION BRACKET ANCHORING • 000 • ••• ••• WOOD FRAMwG(S.G.�-0.551 a DRAWING 2722 BRACKET SHOWN 2728 MULL�N.• • • • • STEM CONFORMING SIS ASTMGRAE$16GA,0.06PMIN. or ELEo IFy DRIL-33,000 Psi,W=15pm PSI) FL-6067.9 • • •AN�H IMULLIQN TO MULLION CONSHEERETE SOREws(sAE TO AO MITI KWIK-F OR SUXKEx o (WOOD SCREW ANCHORING SHOWN) (6063-T6 ALU • • • • • CONCRETE CONFORMING TO Ad 301(3,000 PSI MN.)OR HOLLOW&LICK CONFORMRtlG TOASTM C90 SHELT_LQ_« 1 G N O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Y' y�� VVI M IM I®DARE MIAMI-DADS TY PRODUCT CONTROL SECT 11805 SSV 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADI%HMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.miamidade.¢ov/economy Nu-Vue Industries,Inc. 1055 East 29"'Street Hialeah,FL 33013 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,Cotutty RER- Product Control Section to be used in Miami Dade County and other areas where allowed brtI�e Authorit3+.... Having Jurisdiction(AHJ). • - • 0. Tris NOA shall not be valid after the expiration date stated below.The Miami-Dade;Cdunty Prodtibt Control'••• Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dadd CO ty) resetfie the riAht�..: to-have this product or material tested for quality assurance purposes. If this }u'rdddat or tuaterial fails*to • perform in the accepted manner, the manufacturer will incur the expense of such•Testing ana the AHJ may'*-• .. . ... . . ... immediately revoke, modify, or suspend the use of such product or material witee..fl0ir jurisdietjgn. n& reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Cvunty Product Control Section that this product or material fails to meet the requirements of the applicable bAil8ing code. - ....:. This product is approved as described herein,and has been designed to comply with the Florids�uilding - Code, including the High Velocity Hurricane Zone, •• • *000 • DESCRIPTION: Series AB,NVSTA,NVHTA,NVTHJ,IIS,NVTT and NVHC-37 Steel Woos Connectors APPROVAL DOCUMENT:Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets I through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA renews NOA#12-0130.32 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Uttera,P.E. NOA No.13-0206.17 MlAM1�ADE CdUNTY Expiration Date: May 22,2018 ;t Approval Date: May 2,2013 Page 1 d4�1 1 r Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries, Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NOA#08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing,Inc.,signed and sealed by C.R.Caudel,P.E. ••;• Report No. Wood Connector Load Direction .'.Date' " 1. 05-5195A AB-5 Fl and F2 "06/03105 2. 05-5196A A13-7 Fl and F2 06/1 f/05•• •• • 3. 04-4995 NVTHJ-26 Upward �,,,,•0113V95 , ;••••; 4. 04-4996 NVTHJ-28 Upward 01/31;/05..' 00006 5. 05-5612 II 1 Upward,Ll and L2 ......03/24/06 0 4.:44' 6. 06-5622 1KE-2 Upward,L1 and L2 ..•4 4*05/01/06*•: ....•• 7. 04-4908 NVTT Upward and Li :*0:0:07/21/04* •, 8. 03-4631 NVTT Upward and Ll 4 06/2VVJ0:. :0000:4••4• 9. 08-6711 NVHC-37 Upward,Ll and L2 .'.03/14/08 0040: .. 0000 C. CALCULATIONS "Submitted carder NOA #08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations,prepared by Vipin N.Tolat,P.E.,Consulting Engineer,dated 03/20/2008,signed and sealed by Vipin N.Tolat,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013,signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA#08-0325.02" 2. Code conformance letters for all of the tests listed on Section B,issued by Product Testing, Inc.,signed and sealed by C.R.Caudel,P.E. r t7 ,- Carlos M.Utrera,P.E. Product Control Examiner NOA No. 13-0206.17 Expiration Date: May 22,2018 Approval Date: May 2,2013 E-1 j - 18 Gauge Angle Clips. GENERAL NOTES: 1. Steel shall conform to ASTM A653,structural grade 33(Min.yield 33 ksi)and a minimum galvanized coating of G 60 per ASTM A525. wz wt wz iyl r1 2. Allowable loads are based on National Desing specifications(NDS)for wood construction, J 2005 Edition. cw►-k F-t3C -.cot O 0 OIL 3.Design loads are for Southern Pine specics with a specific gravity of 0.55.Allowable loads for ° other species shall be adjusted accordingly. a • 4. Common wire nail values are based on NDS table 11 P,G=0.55 and have been reduced for ° Penetration Depth factor P/IOD. o • Fz 5.Allowable loads for wind uplift have already been increased by a duration factor of 609,16 for anchor nail. Load values shown are without 33%steel stress increase. 6. Allowable loads for more than a single connection cannot be added together. A design load AB-7 AB-5 Typical Installation which is divided into components in the direction given must be evaluated as follows: Actual Uplift + Actual Ll + Qctual L2 =I.O Allowable Uplift Allowable Ll Allowable L2 7.Allowable loads are based on 1Y2"thick wood members unless otherwise noted. 8.All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC.CohMVJer r ••••.. tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi.Core •• • •• 0000:. Product Dimensions(inches) Fastener Schedule Alowable Loads(lbs) masonry shall comply with ASTM C90. ...... • �.... Code •, 0000.. 9. All tests have been conducted in accordance with ASTM D-1761. ••••• . • • Wl W2 L Header Joist Fi F2 .. . 0000. • 0000. . • 0 0000 AB5 1 2 2%6 5 3-1 OdxIY" 3-10dx1Y2" 511 595 ••�•:• •. .,• • • • . 1�ItOmwr Kpawyr 0.4. 0 0 0.0 0 AB7 1� 2i6 7 4-10dx1Y2" 4-lOdx1%?' 582 794 dw� 0 8n7bigode .... 0000.. 1��fl Notes: Nail wider angle leg to Joist and Shorter leg to Header. ' l t ade Produd 0=ft f VIPIN N. TOLAT, PE (CIVIL) FL. REG. #.. 12847 . Nu-Vue Industries,Ina. 1 15123 LANTERN CFS Ek LAN 053-1059 East 29 Street HOUSTON, rX 77068• Hialeah,Florida 33013 -�--r- (305)694-0397 Fax:(305)694-0398 TRUSS AND TOP PLATE ANCHORS DWG 0: Sheet: Date: Revisions: Feb 18, y-- NU-1 1 of 4 2,008 Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel The strap is made of 14 gauge steel and the seats of 20 gauge steel. plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT UPLIFT L2�r = Truss Plat. ed • � z to tronsrer ft to •o bottom chord r Truss Plot.req�lr•� • to t*"$fer d uP * io ' a �•<�• . •o bottom chord «= yy i• � 0 f �, W W O iY o ��Lt r t �•. tZm �. . Assembly Dimension Total No. Total No.of Assembly Dimension Total No. Total No. of allowable Loads Product H of Fasteners Fasteners in Allowable Loads(lbs) pact H of Fasteners Fasteners in (lbs) Code (inches) in Strap 20 GA.Seat Code (inches) in two Straps 20 GA.Seat Uplift 6 IIphft 5 Ll d ••I 6 ;••••• •••••• 1Qd x 1'/" lOd x 13�" UPS Ll L2 lOd x 1W lOd x i .. NVSTA12 12 5 6 1046 700 1049 10 6 1506 1766 1050• .BASO • NVHTAI2 12 • NVSTAI6 16 6 6 1141 760 1144 12 6 1695 1987 1181• „J631 •• ..... 7 6 1236 823 1239 NVHTA16 16 14. 6 1883 2208 1312" '1312 ••• • NVSTA20 20 8 6 1331 887 1335 NVHTA20 20 16 6 2071 2429 1444•• •4994 • . • • 9 6 1426950 1430 18 6 2259 2649 1575 2175 ...% •••• NVSTA22 22 NVHTA22 22 • •e • .... •..e.. Notes: NVSTA24 241. Nails are necessary in straps and seat to achieve,desing loads. • NVHTA24 24 2. See note 6,sheet 1 for combined loading. 3. Nails through chords shall not force the truss plates. 4.•For general notes,see sheet 1. 5. For higher uplift loads,concrete shall be 3000 psi. 6. Based on min.2500 psi concrete. VIPIN N. TOLAT, -PE (CIVIL) j, EL. REG. # 1.2847 1\N u— 1 ue industries,ino• 1053-1059 East 29 Street W CMVPbTaE�v� 15123 LANTERN CREEK LANE P.Wwh*CO& HOUSTON, TX 77068 Hialeah,Florida 33013 f 3r(J p� J (305)694-0397 Fax:(305)694-0398 By TRUSS AND TOP PLATE ANCHORS Me rim&Product Cleo" DWG#: Sheet: Date: Revisions: 3 t 13 Feb 18, NU-1 2 of 4 2,008 12 Gauge NVTHJ Truss Hip & Jack Hanger 20G Stud Plate Ties 0 0 0 ° UPLIFT o H l.2 y — = == s = e Left e e Right e40 IKE4 '• ♦ b b (ISOMETRIC) •• a— �`� '�'t- — a owe ° 0 . • Typ. • • O•W6 ° ° ° ° ° 0 0 Typ' H Jack ° H IT\ �z S—�i�` 1-2x o° TYPICAL IKE1 Header 2-2X iNSTALATION 1•=•1 IKE4 IKE-2 • NVTHJ-26 as shown •;�••� ;•• •• .' NVTHJ-28 similar •••� U.S. Patent No.4,964,253 ,•„ •• ,••• Allowable Loads(lbs)S.Pine Nail Schedule Dimensions(inches) Fasteners Allowalli);oids(lb�a) •• g..• Product ••••• Product Header •• •• Hip Nail 10d Jack Nail 10d ••• Code Ups Nails 16d Code W H L Stud Plate Uplift ;•l:i. J1 •. Loads (e) a b total c d total . .• .. IKE 1 1Y2 5 3Y2 6-10d 4-10d 787 40?x; :0000-0 ••337 ,• NVTHJ26 1478 16 4 3 7 2 3 5 NVTHT28 1931 20 5 4 9 2 3 5 IKE 2 1Y2 6% 3y2 6-10d 7-10d 932 451 ••318 Note: For 1-2x members 10dxly" nails can be.used UPLIFT t 7` WIN N. TOLAT, t'E (CIVIL) lea• �T tOMC t ENEWED FL. REG.' ## 12847 1\ u—vue Industries,Ina. ° o so Ytwith awi11w& 15123 LHialeah,LANTERN CREEK LANE 10Hialea9 East33013 Street I ttaritdnu C0& HOUSTON, TX 77068 h,Floridaa • •• o � ,� f (305)694-0397 � . ° , o NVTHJ-28 as shown p� P Fax:(305)694-0398 � Co e a ', o NVTHJ-26 similar tg �9 m y } c ��(�i ' TRUSS AND TOP PLATE ANCHORS • i DWG#: Sheet: Date: Revisions: > ` �t (l.3 z I� ' NU-1 3 of 4 Feb 18, ��5 2,008 18 Gauge NVTT Sanibel Truss Strap 18 Gauge NVHC 37 SWAY Grip Clip (520) Product Dimensions(inches) Fasteners Schedule Allowable Loads(lbs) CodeW B I H L Truss Top Plates Hollow Concrete Uplift Ll Nail Schedule Allowable Design Loads(Ibs) Masonry Joist Product Cade Description Header Uplift Ll L2 NVTT-1 19/6 13/ 14 13 2-14dx1Y2" 6-104 ----- 968 543 or Plate or Stud 16-8d or 12-8d or 6- "faxl NVHC 37 5 Way Clip 16-10d 12-10d 702 560 637 NVTT-2 1%6 13/ 14 13 �'10dx1'/" ----- Tape 1584 465 1. 1-10dx1Y2"nail is placed on each side of the Truss and 3-10dnails in each leg are placed in two top plates. 2. 3-Y4"dia.x lY2"long, 1W embedment tapcons are placed in each leg and into the hollow concrete masonry. Maintain 2Y" edge distance from top of the block and spacing of 3" between the tapcons. >>��6 1114" l IN' UPLIFT UPLIFT ,. e ,0000. •• •. 0000.. l t. L209 6 00 X2 00 000*0 9Ilk � UPLIFT 41/ 0• 00 •6 10 + 00:00 •• 00.0.6 • • • Nail hole 0 • 1hol'o PRODU T�Vv" 6 :goo:* 66e666 owlawcode Nall hole • 1 ��> fly f ja o = MIM cased WIN N, 170LAT,' PE (CIVIL) 151 3EO.LANT+ERN4CRFElt LANE Nu"Vuei Industries,Inc. 1053-1059 East 29 Street HOUSTON,'1')( r i'7068 Hialeah,Florida 33013 --1=13 � N 'I Aa Shown (305)694-0397 NV7T-2 similar except co nmw masonry with Fax:(305)694-0398 fapcon anchors instead of Wood Plates rnd naffs. KM 1 and Z �r. TRUSS AND TOP PLATE ANCHORS y DWG#: Sheet: Date: Revisions: L 3t13 F NU-1 4 of 4 Z 008