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RC-13-2476 NO PEC ION x f ` Pyr .rye +0 7 � �� ✓�#�� ? 4"� `��`*s"i^� 'tP�-W.£`G X' ( i y�,,,,`�.2s� �'�+�� j `� Fad }T '8a7 .� V a$�'§' iAYE r I � � �� Q� • �� . �� All7 �?I1 t INS�I�C Ctl�, o' � .� 4>f ASO,LS - - - Y.o�Addre •'�a' � � . 1AtORK 1$ILL �{ tt1': 9 ,OR!It�l",_yS, � zn ,�'� V Yr y t tt31� KN NA a� _. 5,2. NO WSPEC-TibN WILL BE MADE UNLESS] Pf RMIT GARD IS 17tSPLAY R AND HAS BEEN APPROVED. PLANS ARE READILY AVAILA" ' THE'PE,M'rr AP,PUCANT"S RESPONSIBILI. TO ENSURE THAT WORK 1$AOdESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NES THE ouft ,04 OFFICIAL NOR THE CITY SHALL BE LIABLE FORE vSq tNTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATf✓�k� {z � <r a WARNING TO OWNER: YOUR FAILURE; TO RECORD A NOTICE IENCEMENT MAX ESULT IN YOUR;�'AYING TWICE FOR I1 P CYE TO YQUR PROPERTY. 'A"NOTICE OF COMMENCEMENT MUST Be RI��O �O AMEN TED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF l00" TAIN FINANCING, CC}WSUL.T` WITH YOUR LENDER OR AN ATTORNEY L ti COMMENCING WORK'OR RECORDING YOUR NOTICE OF COMMENCEMENT. fi le, 4 , INSPEu.,- I EC 4 d ! J r,"` • 1 D INSP NSPi C110N D_A" v Foda - Y Finat z #St w 4!.6 , tf Roof SUckrsw _.. �I trter�or i= f DATE iNSP .. j 4' Grid a Tem bar I. 1 r at# Pew- i P - - Ftt� p'1rot . ' R r Vire hitt Pud Wet Nichew PPeverd Poo! teat U acrd ►�t®- °' Poot ferfc - Footer Basins , �P Slab _ Ca�t�_ rt�te_`Qrains rs� Cre►e W-1,11"",4-1" T16 tapTete Ptt HOOT T yrs Attachnger�t .E . ..... i=ins{Shutters Vii` 11 r f Guardrails AOA i to % grourr r D E Ffre. trm Ro - ii ce RO Atantn Ffrt ; Treatment Cert service Work lA - r Cevation Serve Vera i3tsagti tJnft Mag:Cert foot iougtt a tnsu OOn Certittcate sure Test � 1 FqW$qr-YOV n T'nrss on PoW Heater 4 naf acut�m ME Ir Finset ✓.F S , fl Property Search Application-Miami-Dade County Page 1 of 8 . kc -� 4 s .b aIN Address Owner Name Folio SEARCH: 15 NE 104 St. Suite Back to Search Results PROPERTY INFORMATION �� " OVfoo� Folio:11-2136-012-0090 Sub-Division: BEVERLY GLEN Properly Address 15 NE 104 ST Miami Shores,FL 33138-2026 V�iun�'v J Owner CALVIN HARRIS&W LORNA ABDUL S MUKHTAR&W CAMILLE Mailing Address 15 NE 104 ST MIAMI SHORES,FL 33138-2026 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 4/3/0 Floors 1 http://www.rniamiclade.gov/propeftysearch/ 9/11/2015 Property Search Application-Miami-Dade County Page 2 of 8 Living Units 1 Actual Area 3,139 Sq.Ft Living Area 1,997 Sq.Ft Adjusted Area 2,660 Sq.Ft Lot Size 16,900 Sq.Ft Year Built 1939 ` r �R f 3 ip ts` C Featured Online Tools hq://www.miamidade.gov/propertysearch/ 9/11/2015 Property Search Application-Miami-Dade County Page 3 of 8 Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION Year 2015 2014 2013 Land Value $299,957 $282,854 $160,503 Building Value $185,136 $180,348 $180,348 Extra Feature Value $2,850 $2,880 $2,910 Market Value $487,943 $466,082 $343,761 Assessed Value $351,708 $348,917 $343,761 TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,708 $298,917 $293,761 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $326,708 $323,917 $318,761 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,708 $298,917 $293,761 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $301,708 $298,917 $293,761 BENEFITS INFORMATION Benefit Type 2015 2014 2013 _ Save Our Homes Cap Assessment Reduction $136,235 $117,165 Homestead Exemption $25,000 $25,000 $25,000 http://www.miamidade.gov/propertysearch/ 9/11/2015 Property Search Application-Miami-Dade County Page 4 of 8 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION BEVERLY GLEN PB 38-74 LOTS 8&9 LOT SIZE 130.000 X 130 OR 16768-1556 04951 COC 21876-182212 20031 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description 12/01/2003 $320,000 21876-1822 2008 and prior year sales;Qual by exam of deed 04/01/1995 $122,500 16768-1556 2008 and prior year sales;Qual by exam of deed 11/01/1986 $90,000 13098-2746 2008 and prior year sales;Qual by exam of deed For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 SQ Front Ft. 130.00 $299,957 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1939 2,214 1,072 1,735 $120,756 1 2 1953 925 925 925 $64,380 . Building Sketches Availablel EXTRA FEATURES Description Year Built Units Calc Value Wood Fence 2007 250 $2,850 http://www.niianii&de.gov/propertysearch/ 9/11/2015 Property Search Application-Miami-Dade County Page 5 of 8 ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraisers Office records.It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District- NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development. INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R17.5- Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District Miami-Dade County Bulletin Board Non-Ad valorem Assessments School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disdaimer.asp For inquiries and suggestions email us at http://www.mismidade.gov/PAPortaVContactFomVContactFormMain.aspx. Version:2.0.3 EXEMPTIONS 8 BENEFITS http://www.miamidade.gov/propertysearch/ 9/11/2015 Property Search Application-Miami-Dade County Page 6 of 8 Deployed Miliary Disability Exemptions Homestead Institutional Senior Citizens More> REAL ESTATE 40 Yr Building Re-Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More> TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns hq://www.miamidade.gov/propertysearch/ 9/11/2015 Property Search Application-Miami-Dade County Page 7 of 8 More> PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership&Title Declaration of Condominium More> ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More> TAX ROLL ADMINISTRATION Appealing your Assessment Reports http://www.miamidade.gov/propertysearch/ 9/11/2015 Property Search Application-Miami-Dade County Page 8 of 8 More> http://www.miamidade.gov/propertysearch/ 9/11/2015 ABDULSAMAD MUKHTAR 15 NE 104 Street. Miaml Shores, Florida 33138 Ph. 786-718-04" September 8, 2015 Dean Construction Co. 5881 NW 192 St Miami Gardens, Florida 33015 Attn: Suraj Adebisi RE: Change of contractor: Permit# 13-2476 15 NE 104 Street. Miami Shores, Florida 33138. Dear Mr. Adebisi, Please accept this letter as an official notification that your company, Deen Construction Co. has been removed as the contractor on record for 15 NE 104 Street, Miami Shores, FL 33138 from the building department at Miami Shores Village Hall. The decision and/or reason(s) for your removal are based on the following: 1. Your failure to maintain the agreement between both parties. 2. Misappropriation of funds for the project; causing the delay of the project as well as avoidable additional extra expenses. 3. All efforts to meet with you and resolve this matter have been unsuccessful. A change of contractor process with the appropriate municipality or jurisdiction has been initiated and is expected to be completed in a matter of days. If you have any questions or concerns, please do not hesitate to call me at 786-718- 0444. Thanks for your cooperation and understanding. Sincerely, Abdulsamad Mukhtar(Owner) Cc. Miami Shores Village Q, �,j �4 5 ...........j�S.. 'i'l, .11 ,, — ,;.,>��— I — A,, vie., n,<,-!;-,.'—', Ak Ott -y� .......... LIRE �l�M x 777,�A 0 1 LEM"loj Fl id Lnololl"U WAlmq MC 4 ...... ..... • Y • . Miami Shores Village csl� Building Department c ! OCT 3 X13 .� g p �10050 N.E.2nd Avenue,Miami Shores,Florida 33138 fn, m®o.00 Tel:(305)795.2204 Fax:(305)756.8972 INSPEC ION'S PHONE NUMBER:(305)762.4949 FBC 2010 BUIL G �`\i Permit No. PERMIT APPLICATION Master Permit No. RG 3 —24-7 Permit Type: BUILDING ROOFING JOB ADDRESS: 15 I V t 104 `./1 r City. Miami Shores County: Miami Dade Zip: Folio/Parcel#: ' ( W& Is the Building Historically Designated:Yes NO —Flood/Zone: d6noI�u��i�R1 �.A�-� WNER:Name(Fee Simple Title �: ARRIS Pho Address: �1'F City: State: Zip; Tenant/Les Name — Phone#: --� Email: 4Wo3 CONTRACTO •Comp y NPhone#: . LU, of Address: ;t NO S17 City: State: Zip: 97,305 Qualifier Name: Phone# f;M•I State Certification or Registration#: C ® Certificate of Com pe ncy#: Contact Phone#: • Email Address: 61YI q DESIGNER:Architect/Engineer: o Phone# 75We Q - 1013 .S`U l�• U� Value of Work for this Permit: ` , Square/Linear Footage of Work: 000 l/ ► " Type of Work: OAdditio DAlteration ONe Re /Replace ODemolition l � Description of Work• 1 C—1 16Y Y-ait Ch V for thru tile: x.x��s..x�.x�e�a��*s•�x.x*a.�.x�*es�x.x.x.xx��s.+xxxF�ssxs.n��e.�.xxs�a��ae.s��x�*�e��*.x�a.aa.�a.sxe.•x+��x Submittal Fee Permit Fee$ ® CCF$ CO/CC$ Scanning Fee$ 3O vu 00 DBPR$ Lj`'a, Bond$ Notary$ Tmining/Educatiion Fee$C.-),O.W a achnology Fee$ 9,0.0" Double Fee$ Structural Review$ �Q �- � � (�•v�^� TOTAL FEE NOW DUE W Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if a WXT A45 livable) ' Mort ga a Lender's A ess �3 A 0. City L State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs even (7) days afte building permit is issued. In the absence of such posted notice, the inspection will not be pprove d and reinsp ti n fe ill charged. Signature r Signature The foregoing instrument was ackno ledged before me this � The foregoing instrument was acknowledged before me this day of�ksl ,201`3,by cSlX�5 n 'X-4(3tS1, day of �b Jam' ,2013 ,by DU(- �'1yICHT11(L, who is personally known to me or who has produced"t� who is personally known to me or who has produced As identification and who identification and who did take an oath. NOTARY PUBLIC: .A` d�.�0�y'% NOTARY PUBLIC: 'P° 6,l' ''••v' ` flat Sign. Sign. Print: ¢� � �'� O Print: My Commission Expires: '�,,siU'3 ��` My Commission Expires: _ ''CP 9d �o•�:►— CO ' yr N�� sdt+j�a ` APPROVED BY 3 [ Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised W10/2009)(Revised 3/15/09) 03-02-2012 ' WE .EFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL.OFFICER 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 03/02/2012 EXPIRATION DATE: 03/02/2014 PERSON: ADEBISI SURAJ M FEIN: 650640206 BUSINESS NAME AND ADDRESS: DEEN CONSTRUCTION COMPANY 5881 NW 192ND STREET HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE- 1- CONTRACTOR-PROJECT MANAGER, CO 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT. Parsm nt to Chapter 440 . 05(14, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ander this section may not recover benefits or compensation ander this chapter. Pursuant to Chapter 440.0612), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed oa the notice of election to-be exempt. Perusal to Chapter.440.0613). F.S., Notices of election to be exempt'aad certificates of election to 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 an the notice or certificate as longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL.SERVICES DIVISION OF WORKERS'COMPENSATION F Pursuant to Chapter 440.05(14), F.S:, an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemirlion from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS COMPENSATION LAW D chapter. EFFECTIVE: 03/02/2012 EXPIRATION DATE: 03/02/2014 Pursuant to Chapter 440.05{12), F.S., Certificates of election to be PERSON: SURA) N ADEBISI H exempt_ apply only within the scope of the business or trade listed on FEIN: OSM40206 R the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt DEEN CONSTRUCTION COMPANY and certificates of election to be exempt shall be subject to revocation 5881 NW 192ND STREET if, at any time after the filing of the notice or the issuance of the HIALEAK FL 33015 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The departrne t shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE person named on the certificate to meet the requirements of this 1- CONTRACTOR-PROJECT MANAGER CO 2- CERTIFIED GENERAL CONTRACTOR section. QUESTIONS? (850) 413-1609 CUT HERE • Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 CORD" CERTIFICATE OF LIABILITY INSURANCE18/22/2013 + THIS.OERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RItiM UPON THE CERTIFICATE HOLDER, THIS + CERTIFIOATE DOES NOT AFFIRNWTIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED I3Y THE POLICIES .8*9 'THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING lNSEIRER(S), AUTHORIZED OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the cerftcate holder Is an ADDITIONAL INSURED,the P011RAIM)MUM 6a endorJed. If SUBROGATION IS WAIVED,sunjent fa the toms and aondidons of the Polley,certatB Poles may require an endorsamera. A smtemeet on this certlReate does rust aonfer,ghfs to the certlflaats holier In Ilau of such eMorsem s), PRODUCER CONTINENTAL INSURANCE OFFICE wS.-a-A-am 3758 west 12th Avmue 3828-7770 t: 0. 3087701 @aontinaLranCec fine.oomgialeah, FL 33012 rNMUUMP)Ajosoom CO RMM NaOa INSURED I SLIRERA:UNITED SPECIALTY �TSL712ANCE COM DEEN CONSTRUCTION COMPANY INSURER e: OCl2E SIVE INSURANCE 5881 NW 192 ST IN URERC.SCOT'SSD INS CE COMBANY MIAMI, FL 33015 INSURER D: 786-222-2101 INSURER E! COVERAGES INSURER F CER'I"IFICATfti NUMBER REVISION NUMBER: THIS IS TO CERT"y THAT THE POLICIES OF INSURANCE LlST@I)BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT;TERM OR CONt)ITION OF ANY CONTRACT OR OTHER DOCUMEICH THIS CERTIFICATE NF WITH RESPECT TO WH MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, YGEN ND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN(MAY HAVE SEEN REDUCED BY PAID CLAIMYPE OF INSURANCE BILI7 Y L IMPfSCIAL GENERAL LIADIUry EACH OCCURRENCE $ � 00 000 4S-MADE ❑OCCUR oCartr�oe a 100 O 0 PLGLCO02182--12 07/19/13 07/19/x,4 MI=CEXP(A&ADVny cwm ny S 5 000 t'ERsoNAI,&ADVINJURY1,OOO'000 ATE LIMIT AppUES PER: GENERALAG=EGATE S 2 000 000 JET LOC PRODUCTS.COMP/OP AGG 8 2,000,000 AUTOMOBILE LIABILITY 5 8 ANYAUTO B 300,000 B ]( ALROS EO g VIEDULED BODILY INJURY(ped pal g RMREDAUTOS vamr.D 01862732-0 09/27/12 09/27/13 BO OILYINJURY(peracadw() S P i UMBRCLLA LIAB OCCUR i EXCESS LIAR CLAS-MADE EACH OCCLRR6NCE g OED RB'rENRION S AGGREGATE i RCOM OPE 3 AND EMPLOYERS'LIABILITY ANY Mw YIN 1T'1- C� ER o(eLww? NIA RYY ER pu y In Nm ❑ E.L.EACH ACOIDENr S Orst`RI N wider dQqgJ E.L.DISEASE-EA EMPLOYE'S E.L.DISEASE�POLICY LIMB g DESCRIPTION OF OPERATIONS/LOCATIONS/1/t;HICLE3 (AileOh ACORD 101.Add&nmI RemasRe S Ie P drone apace to requtracp CERTIFICATE HOLDER CANCI=ILLATION MIAMI SHORES VILLAC� 10050 NE 2 AVE SHOU ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES, FL 33138 TACCOk ANCE WI'D1 THE PO HE PIRATION DATEERFOVIBIONS.O , NOTICE NIU BE DELIVERED IN 305-756-8972 AUTHO REPRESEWFAiNe AC0RD25(2010/0 88-2 10 ACORD CORPORA-n0N. All fights reserved, The ACORD name and fto are ra9jrtemd marks Of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET •��we TALLAHASSEE FL 32399-0783 ADEBISI, SURAJ MOFOLORUNSO DEEN CONSTRUCTION COMPANY 5881 NW 192ND ST MIAMI LAKES FL 33015 srnre OF FLORIDA AC# 63 214 0 3 Congratulations! With this license you become one of the nearly one million ]DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. pgOggSQ , RLGIILATON Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. CGC058357 Or, /312 128061295 Every day we work to improve the way we do business in order to serve you better-- For information about our services,please log onto www.myfloridalicanse.com CER.TIFI9 OR There you can find more information about our divisions and the regulations that ADBBISI, r7N80 Impact you,subscribe to department newsletters and loam more about the .POO 66: O Department's initiatives. ` Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. =g .CERTIFIED under the pxovisi�s.pP-.Ch 489 Fa Thank you for doing business in Florida,and congratulations on your new license! : ; ..RVIration me@. Avco 31,: 2014 7120830.02674 DETACH HERE AC#.-.6321403 STATE Of FLORIDA DEPARTMENT OF -BUSINESS AND PROFESSIONAL REGULATION `CONSTRUCTION INDUSTRY LICENSING BOARD SE(, L12083002674 LICENSE MBR" Q8 ..,30. 2012. 128061295 CGC058357 GSN$RAL. CONTRACTOR' XAniedbelow.; IS CBRTIFI$D. Vader the provisions of Chapter8P; 1 : Expiration date: AUG, 31, 2014 ADEBTSI; '$URAL° MOFOLORDNSO` DEEN CONSTRIICTION CGMPANY 5881 NW 192ND STREET MIAML.... FL . 33015 RICK VBRNOR SECRETARY RETARY DISPLAY AS REQUIRED BY LAW Miami-Dade My Home Page 1 of 2 My Home D MI1iiMl•DADE f° Show Me: Property Information Legend Search By: property Select Item Boundary Selected Property Text only Rewrt Homestead Fraud &V Street Property Appraiser Tax Estimator IM Property Appraiser Tax 'A✓ Highway K 1N Comparison �?i } _ Miami-Dade r county Summary Details: < � IM Water Folio No.: 11-2136-01 -0080 pro 5 NE 104 ST Maftg CALVIN HARRIS&W LORNA Address: Vy E DUL S MUi HTAR&W ��: .'' AMILLE S 15 NE 104 ST MIAMI HORES Fl- 138-2026 L138-2026 Property Information: rimary Zone. 1000 SGL FAMILY- 101-2300 SQ LUC: 1 RESIDENTIAL- INGLE FAMILY slBaths: loors: 1 Units: 1 Aerial 2012 0 113 ft d F e: ,860 �9�y" of Size: 18,9W SQ FT ear Bunt 1939 BEVERLY GLEN PB 38 4 LOTS 8&9 LOT SIZE MV Home I Property Information I Property Taxes egal 130.000 X 130 OR I My Neighborhood I Property appraiser Description: 18788-1556 04951 COC 121876-18221220031 Home I Using Our Site I Phone Directory I Privacy I Disclaimar R 21876-18221203 00 Assessment Information: E 2013 , $160 503 If you experience technical difficulties with the Property Information application, : $183 258 or wish to send us your comments,questions or suggestions $343,761 please email us at ois�miamidad9m_. e: $343,761 Exemption Information: Web Site ear1 2013 ®2002 Miami-Dade County. $25,000 All rights reserved. YES Taxable Value Information: Ft�on - 2013 Applied Exemption/ Taxable Value: $50.000/$293,761 $50 0001$293 761 $50 000!$293,761 1Bchool Board: $25 000/$318 761 Sale Information• Date: 1212003 Amount: 20 000 Is O/R: 7 ualiflcation as which are qualified n: View Additional Sales http://gisims2.miamidade.gov/myhome/propmap.asp 11/15/2013 s r . Miami Village shores Building Department ..��.� 10050 N.E.2nd Avenue Miami Shores,Florida 33138 ' Tel: (305)795.2204 lOR1DA Fax: (305)756.8972 It, `r t Page 1 of 1 Permit No: l3 7-tt Structural Critique Sheet 9i �!►.`D e cZV fpm lr ell.-.e4 ® W l➢1 D �&L�9I S W W 1"1j 'Kro�-t.�rs o3'C�'i.� �7 i'd��li'�fl°�'� -�1►�flr-I"-`f s i..� L-i-C-,-r Z4 afm--rtl e,-A C--rl 1xj "SAe C.N e 4c- -Fo(�- 4+j a�aA'cA-tie 9-YWS — L-4 L-�- - U Pi.i F7 int -Fo v of A AS-1 t'0 t-f 0 SF L1� tJ4 dr �1 L�[�R.A i.._ of�~t l✓S �c��— IZ� � �-�N c-c5, `��S��nr Uc.g� C. Clf--OL j A , 'J iy p Go A V PArR-A tt 6199 901L. SIA-tc- K rArr �- 111t614AL- Rfec UO tJ Pool -- Pc." , 'sAt-o °h'r►� �Ci Ryt Z� u Pt✓i F� „ e7`a°'�, tJ0 +1V DCL �ikru�rf; 3ekt �uZ a t�N�ee�Zekr COR-69 et-- 0110A!; S14A P- \jTSP : 114SO E t,-t,b cit -fyke-IS �.�{ �� S a i-L- Co M PAc-(l'a IJ Wp—c- -A 34"e.-W" L pi rr PA-f-fc'q�Cht a fl. wt STOPPED REVIEW Ob v�.� 4mIla, Plan review is not complete,when all items bov are corrected,we will do a plete plan review. �� If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 lORiDA Date: Permit No: fk.(. Plumbing Critique t$C I CA 5 1-S-t,vJ S b PT)C TV4j,K +T r N ¢7 IJ. 1-�•�'aH.`�'l DST: i�PPt�vr� ,r.+.1✓at-c E �. t�.t..4�/i 14�,/� �� R • ZS 0 3. S 1,-�L.D �x� s T t�„S� UJ14-7,a-(L( s iq �t�,q�t. �,w�.�— M r rJ•�hv�t ��u tom- lZf.pcJ+>��°�� F tie.R 3 a Ir B t,a- 2-401. Osvaldo "Ozzie" Diaz e 11-0 . Chief Plumbing Inspector f' C-rfi=+u C7 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. S�oRFs Miami Shores e Villa9 Building Department Blow .....� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 p► Fax: (305) 756.8972 Page 1 of 1 Permit No: F—C-- /3 --7 t i Structural Critique Sheet s-A,-, c-(U P A-Lr CA--L e-f -*tJ t0-IM- 1C--7i0Jj (� oie Cha 4 0 P P i-A-0 S' 1-j 1 r j V LCT A t7 PA'P-A tt E-( a0,\j Qe��'r Pt.A 4 S o,,j �`' �� C�LR�Ir'� V Pc., �� 1 e7c c�laS CL d }tYA it_�� SN �yL �ntnt�c7F� ' ' (.'10 5-V-A PS WR-C' fie. SIP : I f4S61t 1PGt`t1b �1 t `l.S -•'' I [ J Q��`"�r Svc j i. Co►��/�C'ri6P� R-i' -A �(L.l c 'C1J/2-1 L c✓ I ►J C e-4- `r® F1 C®mac CprLa '"•- STOPPED REVIEW ,,@,�,� 5ffbo=retcor—rected,� ��,- � Plan review is not complete,when all Items we will do a�mplete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf - -{ � - - � i � t t � OR� DATE(MBAMiDDIYWY) CERTIFICATE OF LIABILITY INSURANCE 3/26/2014 THIS CbtTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS No RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: M the r a "11:ate holder Is an ADDITIONAL INSURED,the Policy(les)MM be endorsed. H SUBROGATION IS WAIVED,=*d to the Wme and conditions of the pocky,certain policies may raWre an endorsement. A datement on this certhka>e does not confer rights to the cer RM9 holder In Bou of such s PRODUCER VAINTAUT CONTINENTAL INSURANCE OFFICE F;0wI FAX (305)828-7770 Hialeah,3758 nL h, >}'L est33012 i12th Avenue N:aranne continentalinsuranceoffice.com MMUN")APPhN0910 aanwAoa NAta INSURER A REPUBLIC VANGUARD INSURANCE INSURED DEEM CONSTRUCTION CCNPANY INSURER 6: INSURER C: 5881 NIN 192 ST INSURER 0: MIAMI, SL 33015 INSURERE: 786-222-2101 F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. DION LTR TYPE OF INSURANCEME Vwo POLICY NUMBER LIMITS (GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY LIPAWdt PROMISES FU $ 100,000 8 CLAIMs4AOE FlOCCUR NED EXP one ) s 5 000 PLGLCO02182-12 7/19/2013 07/19/2014 PERSONAL&ADVINJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS-comptopAm B 2,000,000 B POLICY JECT PRO LOC S AUTOMOBILE LIABILITY Ee oro Rant /NYAUTO BODILY INJURY(Per Person) S ALL OWNED SCHEDULED AUTOS AUTOS NON-OWNED IKIURY(Per ate) S HIRED AUTOS AUTOS Per $ S UMBRELLA LIASOCCUR EACH OCCURRENCE S 4EXCESS LIAR HCLAIMB-MADE AGGREGATE S DED RETEWORICERS NTION$ $ AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERWMCUTNE NIA ❑ E.L.EACH ACCIDENT $ to No EL DISEASE-EA EMPLO S I d�rlee hrhder OF bo' E.L.DISEASE-POLICY LIST I S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additnal Remeft 80*dWs.N more epeAe is M**6 ) CII I ILL CONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THEIT RIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 AVE THE EXPIRATION DAE WILL BE DELIVERED IN MIAMI SHORES, FL 33138 ACCORDANCE WITH T 305-756-8972 AUTHORIZED REPRESENT 01188- 0 ACORD ON. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD Local Business Tax Receipt Miami—Dade County,State of Florida THI318 NOTA BILE-DO NOT PAY 3710101 LB"T Busch[ t7 N MwL0",noN. R8C6WT waDEEEXPIRES. COM WNCrONSTRUeMN. RENEWAL :. SEPTEMBER 30t 2014 coMpANY 3878011 5881 NW 182 S F Must be diaplayesf etplace of business M WMl, E 3301 b. I�ursuant to.Coumy Code Chaplet 8A -Art;B 8e 10, `` ownleR Sm Type OP BYMNtI;861 pAYMt 11T RHC81vBD DEEM CONSTRUCTIQN COMPANY 1 GENERAL BUILDING " 9Y.TA7C GOt L@CTOR INC CONTRACTOR r n RI B7A.1 M Angmi 97.Sa 03/26/2014 worker($?a 2 CGCO58357 0224-14-004541 i This Load Bnsiaea#as Rocew 011yp8ma Ps1mRu ohhe Looe)BsslaeasTar.The Neoelpt iormt s Itoem permit er a al de holdafi6d gmil6aatlas todo Hohier a�toa 9 or ropala"bna eegabe w*h apply to as baehaa,. The RW.B"11*above sant be displayed on aB am ovelal vehioha—Mleat!-0ada Cab Bab 116-M .' M j Foraanerate,vb� 's f i 4 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: 3/4/2014 EXPIRATION DATE: 3/3/2016 PERSON: ADEBISI SURAJ M FEIN: 650640206 BUSINESS NAME AND ADDRESS: DEEN CONSTRUCTION COMP 5881 NW 192ND STREET HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an of loer of a corporation who efts exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and cera ficates of election to 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 certificate no longer meets the requirements of this section for Issuance of a certhIcate.The department shall revoke a certificate at any time for failure of the person named on the conflate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 STATE OF FLORIDA - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 IM we 1940 NORTH STRFLT32399-0783 ADEBISI, SURAJ MOFOLORUNSO DEEN CONSTRUCTION COMPANY 5881 NW 192ND ST MIAMI LAKES FL 33015 i t STATE OF FLORIDA AC# 6 3 2 14+0 3 Congratulations! With this license you become one of the Hearty one million i DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. i PROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. i CGCOSS357 08/30'/12 128061295 Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridalicanse.com. CERTIFIED GENERAL. CONTRACTOR There you can find more information about our divisions and the regulations that ADEBISI, SURA) MOFOLORUNSO impact you,subscribe to department newsletters and learn more about the DEEM CONSTRUCTION COMPANY Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Is CERTIFIED wader the provisions of ch.489 as Thank you for doing business in Florida,and congratulations on your new licensel mmf=ation date, AUG 31, 2014 L12083002674 DETACH HERE �o • o• o : •o s •o m AC# 6321403 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SE( L12083002674 LICENSE NBR- 08+ 30 2012. 128061295 CGCO58357' The 'GSNER*L CONTRACTOR Named. below. IS CERTIFIED Under the, provisions of Chapter 48% FS. Expiration date: AUG 31, 2014 ADEBISI, SURAJ MOFOLORUNSO DEEN CONSTRUCTION COMPANY 5881 NW 192ND STREET MIAMI FL 33015 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY ni.RPI AY AS RFOtJIRFD RY LAW F1 OCT 0 8 2014 I-3Y. October 9,2014 Miami Shores Village 10050 NE 2nd Ave Miami Shores,FL 33138 RE: REQUEST FOR AN EXTENSION ON RENOVATION/RPAIR PERMIT NO. RC-11-13-2476 ADDRESS: 15 NE 104 ST MIAMI SHORES FL 33138. Dear Sir/Madam, Please accept this letter as an official request for an extension on the repair permit issued Miami Shores Village on the above reference property(permit#: RC-11-13-2476). The reason for the untimely completion of the repair/renovation work is because of insufficient funds from the insurance company and also the delay from our mortgage company to release the funds for the project. We have recently received a portion of the funds and work is In progress. We are therefore requesting a two months extension to enable us to complete the project. Thank you for your understanding and cooperation on this matter. Sincerely, Abdul Samad Mukhtar 786-71840444 �k• a o loonDeen Construction C1 ^ 5881 NW 192 St., Maim' Tel. 305.433.7175 F 5law& Aft , uwnermuonturactor 'Am greement THIS AGREEMENT, made this 27th day of March A.D.2014 by and between CALVIN HARRIS&ABDUL MUKHTAR hereinafter called the Owner, and DEEN CONSTRUCTION COMPANYIDEENCON hereinafter called the Contractor. For the consideration hereinafter named,the said Owner covenants and agrees with said Contractor, as follows: FIRST. The Contractor agrees to fumish all materials and perform all work necessary to complete the following work: SCOPE OF WORK/SCHEDULE OF VALUES: • Framing $ 3,000.00 • Interior Wall & Ceiling $ 8,500.00 • Patch & Paint $ 3,500.00 • Flooring $ 6,000.00 • Windows & Doors $12,000.00 • Kitchen Cabinetry $ 3,500.00 • Roof $ 5,000.00 • Electrical $ 6,500.00 • Plumbing $ 6,000.00 • HVAC $ 6,000.00 TOTAL $60,000.00 DEENCON CGCO58357 1 P a g e kCJ3 7 for the property located at 15 NE 100 St., Miami Shores, Florida 33136, according to the plans and specifications of the Owner, and to the full satisfaction of said Owner: SECOND.The Contractor agrees to promptly begin said work as soon as notified by said Owner, and to complete the work as follows: • 120 calendar days from the date Permit Is pulled. THIRD. The Contractor shall take out and pay for Workmen's Compensation and Public Liability Insurance, also Property Damage and all other necessary insurance, as required by the Owner or by the State of Florida. FOURTH. The Contractor shall pay all Sales Taxes, Old Age Benefit and Unemployment Compensation Taxes upon the material and labor furnished under this contract,as required by the United States Government and the State of Florida. FIFTH. No extra work or changes under this contract will be recognized or paid for, unless agreed to in writing before the work is done or the changes made. SIXTH, This contract shall not be assigned by the Contractor without first obtaining permission in writing from the Owner. All Sub-contracts shall be subject to the approval of the Owner. SEVENTH. Exclusions to this contract include the following: • Any work not related to the property referenced in this contract and not listed In the Scope of Work above. • Permit fees and/or penalties to the Municipality having jurisdiction (if required)to be paid by the Owner. • Homeowner Is responsible for his/her property Insurance. IN CONSIDERATION WHEREOF,the said Owner agrees that he will pay to the said Contractor, $60,000.00(Sixty Thousand 00/100 Dollars)for said work, said amount to be paid as follows: 1. 25%Upon signing or execution of contract 2. 25%Upon partial electrical,mechanical,and plumbing Inspections 3. 20%Upon drywall screw Inspections 4. 20%Upon final electrical,mechanical,and plumbing inspections;and cabinet Installation 5. 5%Upon Punch-list or Substantial Completion,and 6. 5%Upon final completion and inspections. DEENCON CGC058357 2 'P a g e The Contractor and Owner for themselves,their successors, executors,administrators and assigns, hereby agree to the full performance of the covenants of this agreement. Witnesses: 1. 2. Owner(Calvin Harris/Abdul Mukhtar) 2. � Contract Deep Constru Idn o/DeenCon) DEENCON CG4C058357 31 P a g e U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE253403 OMB No.1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Prom important: Read the instructions on pages 1-9. ' • . SECTION A-PROPERTY INFORMATION Al. E ame AR AMHTAR A2. BuIift Street Address(kwkrdkg ..Unit.Suite. d/or 13109..No.)or P.O.Route and Box No. 15 N.E. 104TH STREET an city C()de MIAMI, SHORES, F10rrcTa 33138 A& Properly Description(Lot and Block Numbers,Tax Parcel Number.Legal Description,etc.) —LOTS 8 AND 9,BEVERLY GLEN, PB.38 , PG.74, MIAMI 'DADE COTiNTY, FLORIDA. A4. SuMM use(e.g.,ReskdentaloAdkftiorh, .etc) RESIDENTIAL A& Laoude/Longitude:Lat.eS S y O�� Z/� Long. �SY� Horizontal Datum: ❑NAD 1927 ®NAD 1983 AS. Attachatleas!2 BUfldllg Nu Ing ap of the building V the Cerdfloate is being used to obtain flood insurance. A8. For a b Aft with a crawispaoe or encosue(s): A9. For a butctrhg with an attached garage: a) Squre footage of cmwiapece or enclosure(s) sq fl a) Square footage M attached garage sq fl b) No.of permanent flood openings bov o the kxahgrade or b) No.of permanent flood openings In the attached garage erhdoare(s)witnkh 1.0 foot above adJaoent grade Within 1.0 foot above adjacent grade — d) TEnowered Rood ?sIyes (M No d b sq In c) Total net ansa of food openings kr A9.b `o — sq In ) Engineered food operfgs? 0 Yes tom'"-- SECTIUN d-FLOOD iNSUR Ar*(;E RATE MAP(FIRM)INFORM Bl.NFIP CaruharWy Name&Community Number B2.County Name B3.State IAMI SHORES 120652 MIAM —D Florida Bd.MsWPanei Number 85.Sufbc I B8.FIRM index 87.FIRM Panel B8 Flood W.Base Flood Elevations)(Zone Data EfreaivafRevised DateZorhe(s) AO.use base flood dept,) 1208600302 L 9-11-2009 9-1 — NOT AVATT.ART.F. 010. Indicate tine source of the Base Food Elevation(6FH)date or base food depth entered in Item 89. ❑FIS Profile [N FIRM Community Determined ❑Other mescrie) 611. khdicMe elevation datum used for BFE in Item B9:®NGVD 1929 ❑NAVD 1988 ❑other(Describe) 812. Is the bul fkhg located Ina Coastal Barter Resources System(CBRSU�D OOtherwise Protected Area(OPA)? El Yes ® No Design�on Data N A SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Ci. Btd*g elevations are based arc ❑Construction Drawkgs• ❑Building Under Construction- ®Ffnlshed CWsbrrcdon •A new Etevaton CohUfcate will be n xg*ed when construction of the M,ilding Is cormplete. C2. Elevations-Zones Al-A30.AE.AH.A(with BFE),VE.V1-V30.V(with BFE).AR.ARJA,ARJAE.ARJA1-A30.ARJAH.ARJAO. Complete Items C2.&-h below acwrft o the building.diagram spedfled to I A7. Use the sane datum as the SFE. BwWwmk uutized ,�'/—S6��/ 1 �� e-- -"°//' verticalCalve0slonfiCornmen tis /y /'� Check the measurement used. a) Top of bottom Hoar(khckxft basement.as Lvam.or enclosure four) ? feet ®meters(Puerto Rico only) b) Top of tine next higher floor d--", feet meters(Puerto Rico only) c) Bottom of the lowest horizontal struchual member(V Zones only) �]feet ❑meters(Puerto Roo only) d) AftacW garage(top e) Lowest elevation of of slob) � feet ❑meters(Puerto Rico only) (Describe type of�and location Comments)pment servicing a building feet []meters(Puerto Rico oNY) 0 Lowed a*cw(finished)Waft rxW to building(LAG) 9) adjacent(finished)grade next to building(FAG) Dp � ❑meters(Puerto Roo vitt) meters(oto h) Lowest adjacent grade at lowest elevation of deck or stairs.Including E] (oto Rico only) structural Support feet E]meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and$Wed by a land surveyor,engkheer,or architect authorized by law to certty,elevation I►fomneftx J canVy that the brhonnatlon on OMs CerfflAwle represents my best efforts to interpret the data avaNabla Junderstend that any/else statement may be punkwx ble by Ane or knprisorxmere under 18 U.S Code,Senior 100L [ Check here U warrents are provided on back of form. Were latitude and longitude in Section A provided by a PLACE licensed Land surveyor? [Yes ❑No SEAL PC=C S_CO F. FAJARDO #4 "se N`mbw HERE Tide tom PROFESSIONAL SURVEYOR 1�AyPPER LANNES AND' GARCIA, INC Address Uty State ZIP Code Signature _ DT ?�l3 Telephone(305)666-7909 FEMA Fo6n 81-31,Mar 09 See reverse side for continuation. Replaces. prevbus et�L IMPORTANT: In these spaces,copy the corresponding information from Section A. Building Street Address(Including Apt.,Unit.Suite,and/or BM9.No.)or P.O.Route and Box No. di FloriMTAMT SHORES, cSale ZIP Code SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of tots Elevation Certificate for(1)community d&*d.(2)insurance agenl/company.and(3)building owner. Comments Signature Date^p , ❑check here ff atadanehts SECT16N E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete items E1-E5. If the Certificate Is Intended to support a LOMA or LOMR-F request,complete Sections A.B. and C. For items E1-E4,use natural grade.if available. Check the measurement used. In Puerto Rico only,enter ureters. Et. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest add tirade(HAG)and the lowest adjacent grade(I.A% a)Top of bottom floor(kwkrdlg basement,crewlspece,or enclosure)is _ Ofeet []meters Elabove or []below the HAG. b)Top of bottom floor(Including basement,cxawlspace.at enclosure)is []feet Ometers []above or Obelow the LAG. E?. For Htetdlrg Diagrams"witb permanent firand openings provided in SectignA items 8 or 9(see Was 8-9 of Instructions).the next higher floor (eievallon C2.b In the dagrarrhs)of the building Is _[]feet Li ureters U above or Ij below the HAG. E3. Attached garage(top d stab)is []feet[]meters ❑above or O below the HAG. E4. Top of platorm of machinery andfor equipment servicing the building Is _O feet O meters []above or []below the HAG. E5. Zane AO only: H no flood depth number Is avaAabie.Is the top of the bottom floor elevated It accordance with the coup tunflYs floodplain management ordlran ce?❑Yes ❑No ❑Unknov►m The local draw must certify tins ir*rmation In Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who convIetes Sections A.B.and E for Zone A(without a FEIMA4ssued or communKy4sscod BM or Zone AO must sign here. The statements In Sedlans A,a and E are caned to the best of my knowledge. Property Owners or Owners Authorized Representative's Name Address City State ZIP Code Slgnat re Date Telephone Comments ❑Check hoe if SECTION G-COMMUNITY INFORMATION(OPTIONAL) The kx:al official who Is authorized by law or ordinance to administer the comm rdty's floodplain management ordinance can complete Sections A.B.C(or E). and G of this Elevation Certificate. Complete the appikable items)and sign below. Check the measurrenent used In Items G8 and G9. G1. [] The lWormatkm In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,orarchiliad who is authorized by law to certify elevation Information. (Ihdlicate the source and date of the elevation data In the Comments area below.) G2. 13 A community official completed Section E for a bu k&V located In Zone A(without a FEMA4ssued or coma uft4ssued BFE)or Zone AO. G3.❑ The flowing information(items G4-G9)is provided for community floodplain management pwposes. G4.Permit Number G5. Date Permit Issued 'G0. Date Certificate Of CompliencelOccupancy Issued G7. This permit has been Issued for: O New Construction ❑Substantial Improvement G8. Elevation of w burin lowest floor pwkm lg baseure t)d the budtdlg O feet O meters(PR) Dab= G9. BFE or(tin Zone AO)depth of flooding at the building site O feet O meters(PR) Dabrrr G10.Commundtys design flood elevation ❑feet O metes(PR) Datum Local other's Name Tete Community Name Telephone Signature Date Comments []C mahere if aitachrrhents FEMA Form 81-31,Mar 09 Replaces all previous editions PAGE 1 OF 2 /�-� ` ,�?� NOTE: PAGE 1 OF 2 IS NOT j aQ /3 � ® c...✓ °��' + This property described as: K ,�;�,� ri��G ___ l� COMPLETE WITH PAGE 2 OF 2 X }__ l�p� f.1-Lots 8 and 9 , WITH CORRESPONDING SURVEY # . BEVERLY GLEN, r '�o V ' RS. c t25 �, �/� according to the Plat thereof, as recorded in Plat Book 38 , Page 74 of the Public Records of LI. Miami-Dade County, Florida. \5 Io z IVEY ,! i'+� . 0 7S �a✓!C 1.i1 �� yl°i _ I herebyCcerofy>w this m survey conforms\ , ecechnical arrds ffor Lthe and surveying at r� in the State of Fonda,as outlined in SJ-1?AFWrWa Administrative caoie),as adopted by the Department of Agriculaue and Consumer servtces, Z Board of Professional surveyors and t i 3•15 j 1 1 Mappers in September 1981,as amended, LL truant to Chapter 472.027 of the . Florida Statutes,and is true and correct 46 God D, to the best of my edge and belief. Z u/kli /¢.-� --.e tY r 37 coo' _-_ tt NOTE: 91 ______SU1r4EY01tAW L.F. ELEV. _ /Z'77 denotes lowest MAPMREFEORIDAGOTRaltoe > habitable flbor elevation. V d4 e1w Elevations shown refet to N.G.©.D. 1929. Lowest Adjacent Grade Elev. i --- _ B. .X. il/-54 ELEV. ti a 0.00 �,�-,•a,f t�.t-''`+r.s.i'4,,.s'�"- !®• OD L waod �sd�.. _ n� _ Garage-Elev. E.R.P. /4917 \0e t ( k U OT ! /30 6l N o Vit''. �.,�� •� � � �� Goof Cot��r�fe ` I 2 9�ot�'V�7 WN• S/4� 4�► 3 + ' 7 i -_ -f/T..d/� ��'`O✓Ill®sv�t'}J' 40` B/ P'lZt� 2 �G \ a�mei�lv(�a�tSoiC ¢- <iN�-yO*A Y.,,e4 5/,r-��>�i*1o;i r/ l:jQ� /30 /05_._ 3r ti 0 f��r+t. ((} Q, t �' � fl� f/P GL•"��Y. ��O/i/�OT�l2"2 C aFT -__�.-____ NG /�rk�77 -��' ®'¢'� ••�. 4 ,�, �"�" ��r��t/aF. '" o� � .P Cor• OPERTY OF: ABDUL SAMAD MUKHTAR, 15 N.E. 104th Street, 2/- 9 m Y�� T Gl� � 'J A BOUNDARY SURVEY L A NIN E S and G MAMI A R C 1 A, 1 INC. FLpR=L1WMEOs�yEwRAXD -t hereby certify that the survey repre- /� S,P w trarPtxL sented hereon meets the minimum technical standards set forth by the Board PROFESSIONAL SURVEYING AND MAPPING / / , �'°�✓G aMe�� "`' LANNES&GARCIA INC of land Surveyors in chapter 61G17-6 , Florida • istrative Code pursuant to L.B.#2098 n 472. Fla.5tatut ere are no FRANCISCO F.FAJARDO PSM#4767(QUALIFIER) e�icroa ents. over easements 385 Alhambra Circle,Stilts#C,Coral Gables,Florida 331341 P. ing on the t. other than as PH(305)666-7909 FAX(305)442-2530 ,sip n roto. laRR�g8 a da-g Vahoo.wm 1 Fl.Reg-lan(iurveyor No. -43ZZ DATE SCALE DRAWN BY URWG. NO Rene guesvives 0*-IZ4�5 /"-_?_0 M. �: 28851 7-4-2013 RECERTIFIED, (FIELD WORK COMPLETED) ,CERTIFIED TO,NAME & 253403 FLOOD INFORMATION REVISED.,,oel ' 4 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ABDUL RENOV2 Builder Name: OWNER Street: 15 NE 104TH STREET Permit Office: City,State,Zip: NORTH MIAMI,FL, Permit Number. Owner. ABDUL Jurisdiction: Design Location: FL,Miami 1. New construction or existing Existing(Pmjecte 9. Wall Types(2362.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2362.50 ft' b.N/A R= ft2 3. Number of units,if multiple family 1 c.WA R= ft' 4. Number of Bedrooms 5 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2598.0 sgft.) Insulation Area a.Under Attic(Vented) R=11.0 2598.00 ft' 6. Conditioned floor area above grade(ft2) 2598 b.NIA R= ft' Conditioned floor area below grade(ft2) 0 c.N/A R= ft' 11.Ducts R ft' 7. Windows(233.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Garage 6 30 a. U-Factor. Sgl,U=0.55 141.00 ft' SHGC: SHGC=0.60 b. U-Factor. Sgl,U=0.55 72,E� 12.Cooling systems kBtufir Efficiency SHGC: SHGC=0.45 a.Central Unit44.0 •SEER:16.00 c. U-Factor. Sgl,U=0.65 20.00 ft' SHGC: SHGC=0.35 13.Heating systems kBtu/hr Efficiency d. U-Factor N/A ft' a.Electric Strip Heat 24.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 4.060 ft. Area Weighted Average SHGC: 0.532 14.Hot water systems 8. Floor Types (2598.0 sgft.) Insulation Area a.Electric Cap:80 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 2598.00 ft' b. Conservation features b.NIA R= ft' None c.N/A R= ft' 15.Credits Pstat Glass/Floor Area: 0.090 Total Proposed Modified Loads: 66.06 PASS Total Standard Reference Loads: 83.14 I hereby certify that the plans an tions covered by Review of the plans and0.t14E STq this calculation are in compliance a Florida Energy specifications covered by this „y s; Oma, Code. calculation indicates compliance y 4/�` =a,-',.��`�� I with the Florida Energy Code. PREPARED BY: . Before construction is completed DATE: this building will be inspected for 0 i compliance with Section 553.908 * " Florida Statutes. I hereby certify that this building,as.. ed,is in compliance flrG, With the Florida Energy Coda.. , __ Otj WS OWNER/AGENT: BUILDING OFFICIAL: DATE: --_ We e,& DATE: AdUk - Compliance requite ce_rtification by the air handler unit manufacturer that the air handier encib if1 s certified factory-sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist COPY 10/15/2013 5:56 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: ABDUL RENOV2 Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 2598 Lot# Owner. ABDUL Total Stories: 1 BloddSubDiviston: #of Units: 1 Worst Case: No PlatBook: Builder Name: OWNER Rotate Angle: 0 Street: 15 NE 104TH STREET Permit Office: Cross Ventilation: No County: Miami-Dade Jurisdiction: Whole House Fan: No City,State,Zip: NORTH MIAMI, Family Type: Single-family FL, New/Existing: Existing(Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 9 Blockl 2598 23382 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Coop Heated 1 Main 2598 23382 Yes 19 5 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area rite Wood Carpet 1 Slab-On-Grade Edge insulatio Main 190 It 0 2598 ft' 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Fiat tile/slate 2678 fN 0 ft' Medium 0.92 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 2598 fN N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 11 2598 ft2 0.11 Wood 10/15/2013 5:56 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Wall T Space Cavky Width Height Sheathing Framing Solar Below NZ A Ornt 10 -weEt In Et In Area R--VaIlle Fraction Ahnor 0 _ 1 S Exterior Concrete Block-Int Insul Main 5 57 8 9 519 ftp 0 0 0.6 0 _2 E Exterior Concrete Block-Int Insul Main 5 73 7 9 662.25 fe 0 0 0.6 0 _ 3 N Exterior Concrete Block-Int Insul Main 5 57 8 9 519 ft2 0 0 0.6 0 4 W Exterior Concrete Block-Int Insul Main 5 73 7 9 662.25 ft2 0 0 0.6 0 DOORS # Omt Door Type Space Storms U-Value Ft In Ft eightArea In 1 S Wood Main None 0.75 6 6 8 40 ft 2 N Wood Main None 0.460000 6 6 8 20 ft2 3 W Wood Main None 0.460000 6 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single(71-inted) Yes 0.65 0.35 20 ft2 2 it 0 in 1 ft 0 in Drapestblinds None 2 S 1 Metal Single(Tinted) Yes 0.55 0.45 24 ft= 2 It 0 in 1 ft 0 in Drapes/blinds None 3 E 2 Metal Single(Tinted) Yes 0.55 0.45 24 ft2 2 ft 0 in 1 ft 0 in Drapesiblinds None 4 E 2 Metal Single(Tinted) Yes 0.55 0.45 6 ft2 2 ft 0 in 1 It 0 in Drapes/blinds None 5 E 2 Metal Single(Tinted) Yes 0.55 0.6 36 ft2 2 It 0 in 1 ft 0 in Drapestblinds None 6 E 2 Metal Single(Tinted) Yes 0.55 0.45 18W 2 ft 0 in 1 ft 0 in Drapes/blinds None 7 N 3 Metal Single(Tilled) Yes 0.55 0.6 12 ft2 10 ft 0 in 1 ft 0 in Drapes/blinds None 8 N 3 Metal Single(Tinted) Yes 0.55 0.6 48 ft2 10 ft 0 in 1 ft 0-In Drapes/blinds None 9 N 3 Metal Single(Tinted) Yes 0.55 0.6 18 f12 2 ft 0 in 1 ft 0 in Drapes/blinds None 10 W 4 Metal Single(Tinted) Yes 0.55 0.6 9 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 11 W 4 Metal Single(Tinted) Yes 0.55 0.6 18 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 484 ft2 484 ft2 22 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2044.3 112.23 211.07 0.2070 5.2460 10/15/2013 5:56 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 e HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Strip Heat None COP:1 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 44 kBtu/hr 1320 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 80 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS —Supply— —Return— Air Percent HVAC# # Location R Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 30 fe Main 20 fts Default Leakage Garage (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingPJ Jan Feb [[XX]]Mar [[XX]� [[XX]�Ma Jun [[X�]Jul [[X)(]]Au [[XX]] [[X)C]]Oct [[XX]]Nov Dec HeatinJan Feb (X]Mar (X)Ap [X)MayX Jun [X)Jul [X)Aug (X)Steep [X]Oct (X)Nov Dec Venting an Feb [[�Xl]Mar [[�X]]A r [[AXI]may [[�X]]Jun [[�Xl]Jul [[�X])Augu [[�Xl]Sep Oct [[�Xl]Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 .78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) PM 68 8 68 6688 68 68 68 68 68 66 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/15/2013 5:56 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 15 NE 104TH STREET PERMIT#: NORTH MIAMI, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required.Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 10/15/2013 5:56 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index,the more efficient the home. 15 NE 104TH STREET, NORTH MIAMI, FL, 1. New construction or existing EAsting(Projecte 9. Wall Types Insulation Area 2. Single(amity or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2362.50 ft' b.N/A R= ft2 3. Number of units,if multiple family 1 c.WA R= ft' 4. Number of Bedrooms 5 d.WA R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=11.0 2598.00 ft2 6. Conditioned floor area(ft2) 2598 b.N/A R= ft' 7. Windows" Description Area c.WA R= ft' a. U-Factor S 1,U=0.55 141.00 ft' 11.Duds R ft' 9 a.Sup:Attic,Ret:Main,AH:Garage 6 30 SHGC: SHGC--0.60 b. U-Factor. Sgl,U=0.55 72.00 ft2 SHGC: SHGC--0.45 12.Cooling systems kBtu/hr Efficiency c. U-Factor Sgl,U=0.65 20.00 ft' a.Central Unit 44.0 SEER:16.00 SHGC: SHGC=0.35 d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 24.0 COP:1.00 Area Weighted Average Overhang Depth: 4.060 ft. ,4 Area Weighted Average SHGC: 0.532 8. Floor Types Insulation Area 14.Hot water systems Cap:80 gallons a.Slab-On-Grade Edge Insulation R=0.0 2598.00 ft2 a.Electric EF:0.92 b.NIA R= ft' c.NIA R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 'd-00 Construction through the above energy saving features which will be installed (or exceeded) �o so in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,,,�''� ;r based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: QO WS *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. '*Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary ABDUL Project Title: 15 NE 104TH STREET ABDUL RENOV2 NORTH MIAMI, FL 10/15/2013 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 20816 Btuh Total coollina load calculation 35191 Btuh Submitted heating capacity %of talc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Strip Heat) 115.3 24000 Sensible(SHR=0.75) 126.4 33000 Latent 121.1 11000 Total 125.0 44000 WINTER CALCULATIONS Winter Heating Load for 2598 s a,cts(2%) Load component Load IRVL(14%) " "�ct3'�' Window total 233 sqft 2603 Btuh &h Wall total 2050 sqft 5393 Btuh Dom Door total 80 sqft 968 Btuh ,v ceftgscn%) Ceiling total 2598 sqft 4190 Btuh Floor total 2598 sqft 4484 Btuh Infiltration 129 cfm 2839 Btuh Duct loss 339 Btuh Subtotal 20816 Btuh Ventilation 0 cfm 0 Btuh way TOTAL HEAT LOSS 20816 Btuh SUMMER CALCULATIONS Summer Coolin Load for 2598 s Load component Load Window total 233 sqft 5941 Btuh Wall total 2050 sqft 4045 Btuh Door total 80 sqft 1452 Btuh Ceiling total 2598 sqft 6076 Btuh �eemmcsu,a�> w Floor total 0 Btuh wc1 > Infiltration 97 cirri 1597 Btuh Intemal gain 6770 Btuh Duct gain 226 Btuh wo.mt,asb� Sens.Ventilation 0 cfm 0 Btuh comtqe(lra) Blower Load 0 Btuh Total sensible gain 26106 Btuh Latent gain(ducts) 268 Btuh oucw1%) Latent gain(infiltration) 3817 Btuh wastim) Latent gain(ventilation) 0 Btuh 000rat4^l,) Latent gain(intemaUoccupants/other) 5000 Btuh Total latent gain 9085 Btuh TOTAL HEAT GAIN 35191 Btuh EnergyGauge®System Sizing 8th Edition PREPARED BY:_ DATE: Q EnergyGauge®/USRFZB v3.0 I g WINDLOADCALC.com I � I - Windtoadcatc.come, f f si Your Window to Success M EN - "� ASCE 7-10 Version e on 7.� ' 2 :F Building Permit Edition _ y Wind Load Program s " _ 1= N/A 10.0 10.0 t 100 47A -753 �,. :x, ':•: ,-v .,.- =s° w ^. #:-,�v, +4'm - r '"• ;:at'.,`s r.. vy= k .n: .a =.} �., 'k4"' •-'m=; .v,:," 'r '': ;'kms'`' - _ :. ;;:: N/A N/A r`tw-. x. • .'s.-_ _ � N/A n, R -r i N/A DOOR 1 4 7 6.0 7.0' 42 80.3 -85.9 � -x?.., WIND3' 5 7 2:0. 5.0 10 86.4 -108.7 ti u Cho AN ftk yy". cd-_= 08/18/2013 Pagel W NDLOADCALC.00m f Windtoadcalc.com Your Window to Success u ASCE 7-10 ,s Version 7.2 2004-2012® ' ' �. Building Permit Edition t Wind Load Program W R341 WiA-Mu"A --_ - "�'' .�A°'t" ,��`''•, F �r y. _:,.,tet,, � �,�.', � �>�,� '`6�`� - v a4 �.+ � a+, �� a��y9��,. WIND 5 4 7 3.2 2.0 6 883 -93.9 '"' =-;Ew,.' _� ,,. r:, -.`,�"._`, „ "'�` ?.,,;-x:11 ,.4; '§,> '�K'.��"... �I�� ;`,: �,"�;, .'x..'--� .x.�� :�� •a,,,, r1',�t...r 4G �...,... �.�'3�' WIND? 4 7_ 3.0 5.0 15 84.7 -90.3 WiND9 5 7 4.5 4.0 18 819 103.7 -�•,.�" '�- ,T�'^� '"�'` .,,gin ,..�;- . ��,��'� '^„ ?I � .., 3,.: r lss�.c .�`� ..a �� ,r;l' . a. - �,,, �z� x.• ..O � 0 .�.t WIND 11 4 7 ; 12.0 4.0 48 79.7 r w i�'.+5;° � — sr�r�;� .«� e .. d tCr"' '�, :�{- d IS � _`�, ��`�S"k .�„�,.'✓c i��: WIND 13 4 7 3.2 3.2 10 86.3 r WIND 15 4 7 3.0 4.2 13 85.4 .. ,•y 'tx� .s4. �. .,,�,.""?sa.�, .K,�,,r.- �. .- .. �9„.: ::. ;`4Y•'y, 'xv .;rl, °u. 5';..n'�,. r�:�,'': xs�.�-� �'#�,'�"�z."` n•.�fi �3,,' � _ ::�,. a;�.:c',x�;.•, fry. WIND 17 5 7 60 3.0 18 83.9 1037 , .�• t wa.,,. a �,,>.:: .i `�` _ � `� r`a^z-- ,,.>?..,.- i.Jr��r �� u.ti.. 1.g�. �-' rte. r �r m: ," Nuc 7M 77 S:; .. K:, .. M ,k, ..:r, n",_: ,., ,�<.£s.p;� =�..:=:a, = r''uRs` �' .�"'�' a?:w .,. 'fn• `�.:' r 4`k Uwa..,;� a'n.µ-�"� -m�'. � N "Ill"140M OEM* "MAMA"', w y^ry"a"'3w 1'°:'. ;.i. mr 5 c 't d+� ,• Le : t.3..`,. 'c°4'.=.;� r � a r .1. .. -., i,W---° au,r � ..,u.'#-:-., _ r ems' .,h....a t._. ,v.6,� in � qr +. i a, A wua a44 .-^.t. .• +:z $a:: a v ,k NMIOR www,wtxUoadcWc,com 08/18/2013 P8982 I FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ABDUL RENOV2 Builder Name: OWNER Street: 15 NE 104TH STREET Permit Office: City,State,Zip: NORTH MIAMI,FL, Permit Number. Owner: ABDUL Jurisdiction: Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types(2362.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2362.50 ft2 b.N/A R= ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2598.0 sqft.) Insulation Area a.Under Attic(Vented) R=11.0 2598.00 ft2 6. Conditioned floor area above grade(ft2) 2598 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(233.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Garage 6 30 a. U-Factor. Sgl,U=0.55 141.00 ft2 SHGC: SHGC=0.60 b. U-Factor: Sgl,U=0.55 72.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.45 a.Central Unit 44.0 SEER:16.00 c. U-Factor: Sgl,U=0.65 20.00 ft2 SHGC: SHGC=0.35 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 24.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 4.060 ft. Area Weighted Average SHGC: 0.532 14.Hot water systems 8. Floor Types (2598.0 sqft.) Insulation Area a.Electric Cap:80 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 2598.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.090 Total Proposed Modified Loads: 66.06 PASS Total Standard Reference Loads: 83.14 I hereby certify that theplans d specifications covered by Review of the plans and 0&VE S'r this calculation are in compli with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. Np :•`=f �� PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, signed, is in compliance Florida Statutes. .�, +� with the Florida Energy Code. �0D WE OWNER/AGENT:. BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 8/18/2013 9:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 r PROJECT Title: ABDUL RENOV2 Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 2598 Lot# Owner: ABDUL Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: OWNER Rotate Angle: 0 Street: 15 NE 104TH STREET Permit Office: Cross Ventilation: No County: Miami-Dade Jurisdiction: Whole House Fan: No City,State,Zip: NORTH MIAMI, Family Type: Single-family FL, New/Existing: Existing(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2598 23382 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2598 23382 Yes 19 5 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 190 ft 0 2598 ft2 ____ 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flat tile/slate 2678 ft2 0 ft2 Medium 0.92 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 2598 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 11 2598 f:2 0.11 Wood 8/18/2013 9:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 � r WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 Ornt To Wall Type _ Ft In Et In Area R--Value Erection Ahsor Grade% 1 S Exterior Concrete Block-Int Insul Main 5 57 8 9 519 ft2 0 0 0.6 0 _ 2 E Exterior Concrete Block-Int Insul Main 5 73 7 9 662.25 ft2 0 0 0.6 0 _ 3 N Exterior Concrete Block-Int Insul Main 5 57 8 9 519 ft2 0 0 0.6 0 4 W Exterior Concrete Block-Int Insul Main 5 73 7 9 662.25 ft2 0 0 0.6 0 DOORS # Omt Door Type Space Storms U-Value Ft In In FtWidthArea 1 S Wood Main None 0.75 6 6 8 40 ft2 2 N Wood Main None 0.460000 6 6 8 20 ft2 3 W Wood Main None 0.460000 6 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single(Tinted) Yes 0.65 0.35 20 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 1 Metal Single(Tinted) Yes 0.55 0.45 24 ftz 2 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 2 Metal Single(Tinted) Yes 0.55 0.45 24 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 4 E 2 Metal Single(Tinted) Yes 0.55 0.45 6 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 2 Metal Single(Tinted) Yes 0.55 0.6 36 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 6 E 2 Metal Single(Tinted) Yes 0.55 0.45 18 ft2 2 It 0 in 1 ft 0 in Drapes/blinds None 7 N 3 Metal Single(Tinted) Yes 0.55 0.6 12 ft2 10 ft 0 in 1 ft 0 in Drapestblinds None 8 N 3 Metal Single(Tinted) Yes 0.55 0.6 48 ft2 10 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 3 Metal Single(Tinted) Yes 0.55 0.6 18 ft2 2 ft 0 in 1 ft 0 in Drapestblinds None 10 W 4 Metal Single(Tinted) Yes 0.55 0.6 9 ft2 2 It 0 in 1 It 0 in Drapes/blinds None 11 W 4 Metal Single(Tinted) Yes 0.55 0.6 18 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 484 ft2 484 ft2 22 It 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2044.3 112.23 211.07 0.2070 5.2460 8/18/2013 9:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 44 kBtu/hr 1320 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 80 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ---Supply— —Return— Air Percent HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 30 ft2 Main 20 ft2 Default Leakage Garage (Default) (Default)% 1 1 TEMPERATURES Programabl[eXThermosta[[tXX:Y [[XX [[XX]] C[[eii)]ling Fans:[[XX]� [[XX�� [[XX]] Heating 0 Jan R1 Feb [X�Mar [X]Apr (X]May [X]Jun [X]Jul [X]Aug EX�Sep �j Oct Nov Dec Occtt X�Nov R1 Dec Venting [X]Jan [[�X]l Feb [[�X]Mar [[fix]]]] [[fix]]] [[�X]]Jun [[�X]]Jul II�XIIII Aug [x Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/18/2013 9:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 15 NE 104TH STREET PERMIT#: NORTH MIAMI, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers; shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/18/2013 9:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 s f , ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 15 NE 104TH STREET, NORTH MIAMI, FL, 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2362.50 ftz b.N/A R= ft2 3. Number of units,if multiple family 1 c.WA R= ft' 4. Number of Bedrooms 5 d.WA R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=11.0 2598.00 fta 6. Conditioned floor area(ftp 2598 b.WA R= ft' 7. Windows" Description Area c.N/A R= ft' I,U=0.55 141.00 ft' 11.Ducts R ftp a. U-Factor: Sgl, a.Sup:Attic,Ret:Main,AH:Garage 6 30 SHGC: SHGC=0.60 b. U-Factor: Sgl,U=0.55 72.00 ft' SHGC: SHGC=0.45 12.Cooling systems kBtu/hr Efficiency c. U-Factor: Sgl,U=0.65 20.00 ft2 a.Central Unit 44.0 SEER:16.00 SHGC: SHGC=0.35 d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 24.0 COPA.00 Area Weighted Average Overhang Depth: 4.060 ft. Area Weighted Average SHGC: 0.532 8. Floor Types Insulation Area 14.Hot water systems Cap:80 gallons a.Slab-On-Grade Edge Insulation R=0.0 2598.00 ft' a.Electric EF:0.92 b.N/A R= ft' c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) O in this home before final inspection. Otherwise, a new EPL Display Card will be completed 19 based on installed Code compliant features. 4 � Y Builder Signature: Date: Address of New Home: City/FL Zip: ��b ��'� *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary ABDUL Project Title: 15 NE 104TH STREET ABDUL RENOV2 NORTH MIAMI, FL 8/18/2013 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatina load calculation 20816 Btuh Total cooling load calculation 35191 Btuh Submitted heating capacity %of talc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 115.3 24000 Sensible(SHR=0.75) 126.4 33000 Latent 121.1 11000 Total 125.0 44000 WINTER CALCULATIONS Winter Heating Load for 2598 sqft) o„ ) vrwsn ) Load component Load 1+1(14%) Window total 233 sqft 2603 Btuh Wall total 2050 sqft 5393 Btuh 000sts%> Door total 80 sqft 968 Btuh `. Ceiling total 2598 sqft 4190 Btuh Floor total 2598 sqft 4484 Btuh , , Infiltration 12.9 drn 2839 Btuh Duct loss 339 Btuh ) �� " Subtotal 20816 Btuh ��.. Ventilation 0 cfm 0 Btuh waft(26%) TOTAL HEAT LOSS 20816 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2598 sqft) Load component Load Window total 233 sqft 5941 Btuh Wall total 2050 sqft 4045 Btuh Door total 80 sqft 1452 Btuh Ceiling total 2598 sqft 6076 Btuh Latent moen a 14%) YvmcoW8(17 6) Floor total 0 Btuh Infiltration 97 cfm 1597 Btuh Internal gain 6770 Btuh 2 Duct gain 226 Btuh ' 1ti(ieini199b) i Sens.Ventilation 0 cfm 0 Btuh ' 1 ) Blower Load 0 Btuh Total sensible gain 26106 Btuh Latent gain(ducts) 268 Btuh Dud Latent gain(infiltration) 3817 Btuh Latent gain(ventilation) 0 Btuh �D001W4%) Latent gain(intemal/occupants/other) 5000 Btuh Total latent gain 9085 Btuh TOTAL HEAT GAIN 1 35191 Btuh EnergyGauge®System S P n 8th Edition PREPARED BY: DATE: 7 44 EnergyGauge®/USRFZB v3.0 SIM200803 Used for Florida State Wide Product Approval # FL11470 AT, FW Products on this Reuort which are approved: Product FL# DSC2 11470.1 H16 11470.2 H16- 114 . H16-2S 11470.2 H16S 11470.2 H8 11470.3 HGA10 11470.4 HRS12 11470.5 HRS6 11470.5 HRS8 11470.5 LGT2 11470.7 LGT3-SDS2.5 11470.7 LGT4-SDS3 11470.7 MGT 11470.9 MSTA49 11470.10 MSTC48B3 11470.1 KA -6 - 11 MTS24C 11470.1 1 MTS30C 11470.1 TSP 11470.1 VGT 11470.9 ►�" SIMPSON STRONG-TIE COMPANY, INC JJJ T f Jax Apex Technology, Inc. FBPE CA NO.7547 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224/904/821-5200 Evaluation reports are the opinion of the engineer who prepared the report,based on the findings,and in no way constitute or imply approval by a local building authority. The engineer,in review of the data submitted,finds that,in his opinion,the product,material,system,or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LINIITATIONS IN THIS REPORT Jeffrey P.Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report.Apex Technology is the prime professional, as defined in Florida Rule 61 G-30.002, authorized to sell the engineering services performed by Jeffrey P.Arneson,and is in no way acting, nor attempting to act,as an approved evaluation entity. Neither Jeffrey P.Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson,of testing and/or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product,and that the methods used are in compliance with, or meet the intent of,the Florida Building Code.All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM200803 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG-TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P.Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 913-72.110. 2. PRODUCT NAME Truss to Wall Connectors H8, MTS24C, MTS28C, MTS30C, H16, H16S, H16-2, H16-2S, HGA10 Page 1 of 13 Simpson Strong-Tie Girder Tiedowns LGT2, LGT3-SDS2.5, LGT4-SDS3, MGT,VGT,VGTR,VGTL Strap Ties HRS6, HRS8, HRS12 Pre-bent Strap Ties MSTC4863, MSTC6663 Stud to Plate Tie TSP Drag Strut Connector DSCR-SDS3, DSRL-SDS3 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code 4. DESCRIPTION: 4.1 H8 Hurricane Tie. The H8 is used to anchor wood trusses or rafters to wood top plates, wood top plates to studs, and studs to bottom plates. They can be used to resist uplift loads from wind or other loading. It is installed with 10-10dxlY2" nails. The H8 is manufactured from 18 ga. steel meeting ASTM A-653 SS Grade 40. It is coated with a G90 galvanized finish. Allowable loads and fasteners are shown in Table 1. See Figure 1 for additional details. 4.2 MTS24C, MTS28C, and MTS30C Twist Strap. These Twist Straps are used to anchor wood trusses or rafters to wood top plates, wood top plates to studs, and other applications requiring uplift anchorage. They can be used to resist uplift from wind or other loading. The C denotes that the twist is in the center of the strap. They are installed with either 14-10d common nails or 14-10dxlY2" nails. The MTS24C, MTS28C, and MTS30C are manufactured from 16 ga. steel meeting ASTM A-653 SS Grade 33. They are coated with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 1. See Figure 1 for additional details. 4.3 H16 , H16S, H16-2, H16-2S Hurricane Tie. The H16, H16S, H16-2, and H16-2S are used to anchor wood trusses or rafters to wood top plates. The H16 and H16-2 can also be used to anchor wood trusses to masonry or concrete walls. These connectors wrap over the top of the rafter or truss. For wood wall applications, the straps are then wrapped under the top plate and nailed to the face of the top plate with 4-10dx I Y2"nails and to the bottom of the top plate with 6-10dx1Y2" nails. For masonry or concrete wall applications, the straps are fastened to a masonry wall with %x2%4"Titen Masonry Screws, or a concrete wall with %4x1$/4"Titen Masonry Screws. These connectors are manufactured from 18 ga. steel meeting ASTM A-653 SS Grade 40. They are coated with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 1 for wood framing and Table 2 for masonry walls. See Figures 2 and 3 for additional details. 4.4 HGA10 Heavy Gusset Angle. The HGA10 is used to anchor wood trusses, rafters, or beams to wood walls. The HGA10 fastens to the truss, rafter, or beam with Simpson %X 1%"SDS screws(provided with the part), and fastens to the wall with Simpson %X 3"SDS screws(provided with the part). Allowable loads are shown in Table 1. The HGA10 is manufactured from 14 ga. steel meeting ASTM A-653 SS Grade 33. It is coated with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 1. See Figure 2 for additional details. Page 2 of 13 Simpson Strong-Tie 4.5 LGT2 Light Girder Tiedown. The LGT2 is used to anchor a two-ply wood truss or beam(3"wide)to a wood or masonry wall. The LGT2 fastens to the wood truss or beam with 16-16d sinker nails. It attaches to wood studs beneath with 14-16d sinker nails, to a masonry wall beneath with 7-%x2%4"Titen Masonry Screws, or to a concrete wall beneath with 7-%x19/"Titen Masonry Screws. The LGT2 is manufactured from 14 gauge steel meeting ASTM A-653 SS Grade 50, Class 1. It is coated with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 3. See Figure 4 for additional details. 4.6 LGT3-SDS2.5 Truss/Girder Tiedown: The LGT3-SDS2.5 is used to anchor a three-ply wood truss or beam(maximum 5"wide)to a wood or masonry wall. The LGT3-SDS2.5 fastens to the wood truss or beam with Simpson Strong-Tie SDS screws. It attaches to wood studs with 16d sinker nails or to a masonry or concrete wall with four 3/8 x 5 Titen HD Screws. The LGT3-SDS2.5 tiedown is formed from No. 12 gage[0.099 inch]ASTM A653 Grade 40 steel,with minimum yield and tensile strengths of 40 and 55 ksi, respectively. The finish is G90 galvanized. Allowable loads and fastener schedule are shown in Table 3. See Figure 5 for additional details. 4.7 LGT4-SDS3 Truss/Girder Tiedown: The LGT4-SDS3 girder tiedown is used to anchor a four-ply wood truss or beam (maximum 6Y2"wide)to a wood wall. The LGT4- SDS3 fastens to the wood truss or beam with Simpson Strong-Tie SDS screws. It attaches to wood studs with 16d sinker nails. The LGT4-SDS3 tiedown is formed from No. 12 gage (0.099 inch)ASTM A653 Structural Quality Grade 40 steel,with minimum yield and tensile strengths of 40 and 55 ksi, respectively. The finish is G90 galvanized. Allowable loads and fastener schedule are shown in Table 3. See Figure 5 for additional details. 4.8 MGT Medium Girder Tiedown. The MGT is used to anchor a multiple-ply wood truss or beam(3" minimum width)to a wood or masonry wall. The MGT fastens to the wood truss or beam with 22-10d common nails. A minimum of six nails must be into the face of the truss adjacent to the MGT. A minimum of four nails must be into the top of the truss. The base of the MGT attaches to a single 6/"diameter anchor bolt or rod. For masonry construction, this e/"anchor must be designed by the building designer to provide at least as much anchorage as is required of the MGT. For wood frame construction, this%"anchor may be a length of all thread rod that is attached to an anchor fastened to the studs beneath the girder. This anchor must provide at least as much anchorage as is required of the MGT. For example, a Simpson Strong-Tie PHD5 Holdown attached to multiple studs below of at least Spruce-Pine-Fir lumber will provide anchorage equivalent to the anchorage of the MGT to the truss. The stud to which the anchor is attached must be anchored to the foundation in such a manner as to transfer this uplift to the foundation. The MGT is manufactured from 12 gauge steel meeting ASTM A-653 SS Grade 50, Class 1, coated with a G90 galvanized finish. The washer in the seat is%" plate steel that meets the provisions of ASTM A36. Allowable loads and fastener schedule are shown in Table 3. See Figure 6 for additional details. 4.9 VGT Variable Girder Tiedown. The VGT girder tiedown is used to anchor a milti-ply wood truss or beam(minimum 3"wide)to a wood or masonry wall. The VGT fastens to the wood truss or beam with Simpson Strong-Tie SDS Strong-Drive Screws. It then fastens to a threaded rod or anchor bolt. The rod can be fastened to a connector mounted to framing below the girder. The anchor bolt can be anchored to a concrete or masonry wall that is designed by the building designer to resist the high concentrated uplift load at that location. The VGT can be installed singly or in pairs for higher uplift resistance. The crescent washer Page 3 of 13 Simpson Strong-Tie allows the VGT to be installed at an angle from 3:12 to 8:12. If the VGT is installed on a member sloped less than or greater than that amount, the VGT must be rotated so that it is sloped between 3:12 and 8:12. The VGTR and VGTL have one of the side flanges concealed so they can be placed at the end of a truss or beam. The VGT is formed from No. 7 gage[0.099 inch]ASTM A653 SS Grade 33 steel,with minimum yield and tensile strengths of 33 and 45 ksi, respectively. Allowable loads and fastener schedule are shown in Table 3. See Figure 6 for additional details. 4.10 HRS Heavy Strap Tie. The HRS Strap Tie models are straps used to provide a tension connection between two wood members. The HRS6, 8, and 12 are 1%"wide and are installed with 10d common nails. The straps are manufactured from 12 ga. steel meeting ASTM A-653 SS Grade 33,with minimum yield and tensile strengths of 33 and 45 ksi, respectively. They are coated with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 4. See Figure 8 for additional details. 4.11 MSTCB3 Pre-bent Strap Tie. The MSTC48133 and MSTC66133 Pre-bent Strap Ties are designed to transfer a heavy tension load from framing on an upper story wall to a beam or header on the story below. For example, this could be from shearwall overturning or a large girder truss uplift load. They are installed with 10d common nails,with a minimum of four nails in the bottom of the beam or header. The straps are manufactured from 14 ga. steel meeting ASTM A-653 SS Grade 50, Class 1. They are coated with a G90 galvanized finish. Allowable loads and fastener schedule are shown in Table 5. See Figure 9 for additional details. 4.12 TSP Stud to Plate Connector. The TSP is used to connect a stud to either double top plates or a single sill plate. The TSP twists to attach to the side of the stud to reduce interference with sheathing, drywall, and trim nailing. The TSP has a short flange on it that installs either over the top of the top plates or hooked under the sill plate. For sill plate application, fill all round holes. For top plate application, fill all round and triangle shaped holes. The TSP is installed with either 10dX1%"or full-length 10d common nails. The TSP is formed from No. 16 gage(0.057 inch)ASTM A653 SS Grade 40 steel, with minimum yield and tensile strengths of 40 and 55 ksi , respectively. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 10 for additional details. 4.13 DSC211 and DSC2L Drag Strut Connector. The DSC2 Drag Strut Connector transfers diaphragm shear forces from drag struts, such as drag trusses, to the shear walls. The R and L suffix refers to right or left hand bend to accommodate different layout configurations. The DSC2 fastens to the drag strut and wood top plate with Simpson Strong-Tie SDS Strong-Drive Screws,which are included. The SDS screws are installed best with a low-speed '/"drill and a W hex head driver. Predrilling holes for SDS screws is not required. The DSC2 is formed from No. 7 gage(0.173 inch) ASTM A653 Structural Quality Grade 33 steel,with minimum yield and tensile strengths of 33 and 45 ksi, respectively. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedules are shown in Table 7. See Figure 11 for additional details. 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. Page 4 of 13 Simpson Strong-Tie 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued-laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables1 through 4. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir-Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce-Pine-Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp)y with ASTM F 1667 and shall have the minimum bending yield strength Fye,: Common Nail Nail Shank Diameter Fyb (psi) Penn ei ht inch 10d 0.148 90,000 16d 0.162 90,000 Fasteners for galvanized connectors in pressure-preservative treated wood shall be hot- dipped zinc coated galvanized steel. Fasteners for stainless steel connectors shall be stainless steel. 5.4 Concrete/Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record,the Florida Building Code minimum standards, or the following: Material Specification Minimum Compressive Strength Concrete, Pc - 2500 psi Masonry, Pm ASTM E447 1500 psi Masonry Unit ASTM C90 1900 psi Mortar ASTM C270 Type S 1800 si or by proportions) Grout ASTM C476 2000 psi or by proportions) 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong-Tie Wood Construction Connectors catalog. The Information in this report supersedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Jeremy Gilstrap,P.E., performed in accordance with the 2007 Florida and Residential Building Codes. Product Test Number Date Tested H8 Uplift H204 H220 5-6-99, 5-13-99 MTSC Uplift B845 1-30-90 H16 Uplift 1376, H591 9-24-01 3-3-00 H16-2 Uplift 1830, H591 3-19-02, 3-3-00 HGA10 Uplift H062 1-12-99 HGA10 F1 Direction H042 12-29-98 HGA10 F2 Direction H043 12-29-98 LGT2 Uplift H429, 1839, K411 11-11-99, 1-29-02,6-30-04 LGT2 F1 Direction L921 10-18-05 LGT2 F2 Direction L922 10-18-05 Page 5 of 13 Simpson Strong-Tie LGT3 Uplift L431 6-9-05 LGT3 F1 Direction L233 5-20-05 LGT3 F2 Direction L234 5-20-05 LGT4 Uplift 0113, ? 7-5-07, ? LGT4 F1 Direction 0393 10-29-07 LGT4 F2 Direction 0394 10-1-07 MGT Uplift 1134 5-9-01 8/11/2006, 8/11/2006, M985, M988, M999, M990, 8/16/2006, 8/22/2006, VGT,VGTR/L Uplift M991, N075, M989, N142, 8122/2006, 8/29/2006, N149 8/30/2006, 9/12/2006, 9/15/2006 MSTC48B3 Tension J367, J583 6-4-03, 11-19-03 MSTC66133 Tension J368 6-24-03 M481, M950, M812, M817, 4/19/2006, 5/24/2006, TSP Uplift M202, N056, N074 8/10/2006, 8/15/2006, 8/18/2006,8/23/2006 DSC2R/L Tension FROM SIM200801 DSC2R/L Compression FROM SIM200801 8. FINDINGS Upon review of the data submitted by Simpson Strong-Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the 2007 Florida Building and Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. The anchorage of the MGT and VGT to masonry or concrete wall is not covered by this report. Anchorage must be designed by the building designer. 4. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift+ Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate+ Design Lateral Perp.to Plate/Allowable Lateral Perp. to Plate< 1.0 10.CODE REFERENCES Florida Building Code, Building 2007 Edition Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load Test Procedure Specified Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Page 6 of 13 Simpson Strong-Tie Florida Building Code, Residential 2007 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11.ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. TABLE 1 ALLOWABLE UPLIFT LOADS FOR TRUSS/RAFTER TO WOOD WALL CONNECTORS .Fasteners Allowable i lift Loads 160 IeI No. Ga. TO Trusses) oadhem Pure! To own To Studs -'Ck� "as Fir t arCtt Spruce-Pina�� =. H8 18 5-10dx1'/ 5-10dxl% 795 565 8 18 - z95 x1+/ 1000 860 MTS28C 1 - x 7-10dxl% - 100 1 H16 18 2-10dxl% 10-10dx1% - 1400 1205 _ 1 H164 18 2-10dx1 10-10dxl% - 1325 1140 H16-2S 18 1 2-10dxl% I 10-10dxl% I - 1325 1140 HGA10 14 1 4-SDS/JCI Ys I 4-SDS'/.X3 I - 435 375 Notes: 1. Loads include an increase of 60%for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2Yz°is required when H8 connectors are installed on each side of the truss and on the same side of the plate. 3. Hurricane ties are shown installed on the inside of the wall for clarity. Installation on the outside of the wall is acceptable. For installation of H16 series on the outside of the wall,a minimum 15/32°wood structural panel sheathing with 1-8d nail between straps to top plate is required. For a continuous load path,truss to top plate and top plate to stud connections must be on the same side of the wall. 4. H8 will achieve 310 pounds uplift when connecting a stud to a single bottom plate. Install 5-10dx1'A"nails to stud and 4-10dxI IN nails to bottom plate. 5. MTS24C,MTS28C,MTS30C can be attached directly to the studs provided the(7)nails are attached to the stud and not split over the stud and the top plate. 6. H16 is pre-sloped at a 5:12 pitch and can be used on pitches from 3:12 to 7:12. Minimum heel height for H16 series is 4° 7. HGA10 allowable F1 load(160)shall be 1165 lbs(DFUSYP)&775 lbs(SFP),and allowable F2 load(160)shall be 940 lbs(DFUSYP)&815 lbs(SPF). -�5 p, Typical � 6 installation of MTSC connecting H8 attac ng truss to top plate rafter to double top plates Figure 1 H8 and MTSC Typical Installation Page 7 of 13 Simpson Strong-Tie H16 Depercling on „ heel heVft, Depends on heel strap may wrap F+ W"K suap nw to back ofpkte t to back ar Plate. s r. w NGA10 trWA 4-10dx1%to Instatl&10dx1lh btstallatim IMWI 4.1461%to 116.10dkl% inside edge of 2x to face of 2x Double Top Plate in"edge of at to love of 2x H16-2 Installation Figure 2 H16, H16-2,and HGA10 Typical Installation TABLE 2 ALLOWABLE UPLIFT LOADS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS stener Allowable U lift Loads $t! ,k` No: Trusses clot, Carte ;; � sp►i« -P,neFir {Titert), (Titan)' H16 18 18% 2-10dx1'h 6-%x2% 6-%<x1% 1470 1265 H16-2 18 18% 2-10dx1'/a 6'/4% 6-%axl% 1470 1265 Notes: 1. Loads include an increase of 60%for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. Y ty ,lyix" O b�iY i� Minim. Figure 3 H16 Typical Installation to Masonry Wall Page 8 of 13 Simpson Strong-Tie TABLE 3 ALLOWABLE LOADS FOR GIRDER CONNECTORS y T Allowable DPlift 'Aitble '. III f i I k I Fasteners Lateral Loads 44 Loads {160) , to, z. leo of Modeta 160 Piles ,,,.t ��.,j Wood, wctd , Girder CMU Concrete DFI$P," or Framtn LGT2(Wood) 1 2 16-16d Sinker 14-16d - 2050 1785 7004 1704 Sinkers LGT2(Masonry) 1 2 16-16d Sinker 7-%x2% 7-%xl%Titen 2150 1850 7004 1704 Titen Screw Screw LGT3-SDS2.5(Wood) 1 3 12-SDS%x2%z 21-16d Sinkers - - 3685 2655 795 410 LGT3-SDS2.5 , , 4-%e"x5" 4-%"x5" Mason 1 3 12-SDS/ax2/: - Titen HD Titen HD 3285 2365 795 410 LGT4-SDS3(Wood) 1 4 16-SDS'/4x3 30-16d Sinkers - - 4060 2925 20005 6755 LGT4-SDS3 1 4 16-SDS'/4x3 4-Y&5" 4-/8"x5" 3285 2365 - - Mason Titen HD Titen HD MGT(Wood) 1 2(min) 22-10d 1%"anchor - - 3965 3275 - - MGT(Masonry) 1 2(min) 22-10d - 1%"anchor 1%8"anchor 3965 3275 - - 1 2(min) 16-SDS%x3 - 1$/"anchor 1%s"anchor 4940 3555 - - VGT 2 2(min) 32-SDS%x3 - 2-%"anchors 2-%6"anchors 7185 5175 - - 3(min) 32-SDS%x3 - 2-%"anchors 2 Ye"anchors 8890 6400 - - VGTL or VGTR 1 1 2(min) 16-SDS%x3 - 1%"anchor 1%"anchor 2230 1605 - - 2 2(min) 32-SDS%x3 - 2-%"anchors 2-%"anchors 5545 3990 - - Notes: 1. Loads include an increase of 60%for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Attached members must be designed to resist applied loads. 3. For MGT and VGT application to wood framed wall,provide equivalent anchorage to wood framing to provide resistance to applied load on the MGT or VGT. Provide continuous load path to the foundation. For MGT or VGT application to masonry/concrete wall,provide%"anchor designed by building designer to provide resistance to applied load on the MGT or VGT. Provide continuous load path to foundation. 4. LGT2 lateral loads require installation of optional 4-16d sinkers in triangle fastener holes into top plates. 5. LGT4 lateral loads require installation of optional 7-16d sinkers in triangle fastener holes into top plates. a LGT2 Application to � Wood Framing LGT2 Application to Masonry - x molewn ' t is (baffler od 8'� •» .a �•,, t ,. riot sha Figure 4 " Typical LGT2 Application Page 9 of 13 Simpson Strong-Tie Ta;r.m s LOU F2 r� r LuT3=are tGT4m4Ye ti s L�4t414W�153'a Fl iGta m LGT3-SDS2.5 aGr4-sos3 similar) Figure 5 Typical LGT3 and LGT4 Application Irsw a Mwffw lamas $ nds I1110 nes Ifo �n h r=- ofbm1 lYa' 9is b O• Mamas'3 s rat GT Application to M�sonry Typical IYWT Figure 6 Installation vAth HDU4 Typical MGT Application 41G sr, k y f t Typical WIT!Single Typical VGT Double lostaBalion with HOW Indellaiton with HDU419 Figure 7 Typical VGTNGTR Application Page 10 of 13 Simpson Strong-Tie TABLE 4 HRS ALLOWABLE TENSION LOADS k ,r� '` AtltJwa�e Load(160 Jf s t SPS' HRS6 12 6-10d 605 525 HRS8 12 10-10d 1010 880 HRS12 12 14-10d 1415 1230 Notes 1. Loads include an increase of 60%for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Install half the nails in each end of the strap. r FRt58 fn�afl Figure 8 Typical HRS Strap TABLE 5 MSTCB ALLOWABLE UPLIFT/TENSION LOADS Beam Mi nunum Fast Allowable Tension ModleF Dimensions �Beam Stud; Louis(160j. '<< Ntt. VUidtlr:.° 'DeptfT Face Bottoml ,v, P+St _ lSl SPS.. ,., . MS n._ . TC48B3 3" 9%" 12-10d 4-10d 38-10d 3930 3380 MSTC66133 3'/z° 11%" 14-10d 4440 3820 Notes: 1. Loads include an increase of 60%for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Using fewer than 38 nails in the studs/post will reduce the capacity of the connection. To calculate a reduced capacity use 129 lbs.per nail for DFUSP or 112 lbs.per nail for SPF 3. Nails in studs/post shall be installed symmetrically. Nails may be installed over the entire length of the strap over the studs/post. 4. The 3"wide beam may be double 2-by members. 5. MSTC48133 and MSTC66133 installed over sheathing up to 1/2'thick will achieve 0.85 of the table loads. �.�... Mh 2.2x a 4 W2-2xor4A m 38 H& a Nat r. smc t.Q,2t 38 Nab 1W m= SM raftMbl' 441Si'sLexpt2, Figure 9 r fixa Typical MSTCB T NaNdsRqd Application G" l7FM lift 3 lr Fa Naft Beam Bnn MSTct It�tta>fon qq,• �-•..!"�fz' wdtlt Rtrn Jest AASTC4883 2u•Freaxen ego t& AASrCAM Installatlon with W Rita Joist Page 11 of 13 Simpson Strong-Tie TABLE 6 TSP ALLOWABLE LOADS,FASTENERS,AND DIMENSIONS Moder AIM, Plate Fasteners �#ll lift Loads 160 Top or SIR DoubI4 T+li p ,ft-.- Single Sill Plate No L' ; Location Studs Plate I3FlSPiSP:` SPF. Double Top 9—10dx l%" 6—10dx l%" 755 650 _ _ TSP 1% 7% Plate 6—10d 1015 870 Single Sill 6-10dx1%" 3-10dx1%° 395 345 Plate 3-10d 395 370 Notes: 1. Loads include an increase of 60%for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. TSP connectors achieve different loads depending on whether full length nails or 1%"long nails are used,and whether connector is used to fasten stud to top plates or sill plate. 3. When cross grain bending or cross grain tension cannot be avoided,mechanical reinforcement to resist such forces should be considered. Large plate washers on anchor bolts can serve this purpose. 4. TSP Southern Pine stud to Southern Pine sill plate,585 lbs.uplift. TSP SPF stud to Southern Pine sill plate,450 lbs.uplift. Typical TSP Installed to sill plate e ' r Typical TSP y Installed to doubled top .o d plates Figure 10 Typical TSB Application TABLE 7—DSC2R AND DSC21-DIMENSIONS FASTENERS AND ALLOWABLE LOADS DF PAI s SPF Allowable Loads � ' Iodal ala Fasteners- ` Compress�an '= _ oh CossionTension . _ 11Y,in.j 160 6€1 160 DSC2R-SDS3 16 20-SDS%<"x3" 2590 3720 1865 2680 D SC2L-SDS3 Notes: 1. Loads include an increase of 60%for wind loading where permitted by the code for fasteners in wood. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. SDS screws minimum penetration is 23/<", minimum end distance is 2W and minimum edge distance is 8/a" for full load values. 3. Lag screws will not achieve table loads. 4. Strong-Drive®screws are permitted to be installed through metal truss plates as approved by the Truss Designer,provided the requirements of ANSI/TPI 1-2002 Section 8.10 are met(pre-drilling required through the plate using a maximum of 5/32"bit.) Page 12 of 13 Simpson Strong-Tie r 16" T 3.. Figure 11 Typical DSC2 Application 12. IDENTIFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. yc•.< gi 4ffB a �• W •. Pr y.A:` Boit, P.E. ear 'January 5;2009 Page 13 of 13 Simpson Strong-Tie AAML I; Y'' . ,i ii MIAMaDADE FLORIDA P SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 26 S Room 208 BOARD AND CODE ADMINISTRATION DIVISION 7 0 F 6)315-2599 NOTICE OF ACCEPTANCE (NPA) www.miamidaae.sov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHS). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIMON: Series"HR-810"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-HRS10-LM, titled Series "Horizontal Roller Window Details-LM", sheets 1 through 5 of 5, dated 05/05/12 with the latest revision, dated 10/18/12, prepared by Manufacture, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the 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 consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12--071&06 MIA FDADE �� -01 Expiration.Date: November 1,2017 Approval Date: November 1,2012 Page 1 a � l r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR810-LM, titled Series "Horizontal Roller Window Details- LM", sheets •1 through 5 of 5, dated 05/05/12 with the latest revision, dated 10/18/12, prepared by Manufacture,signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Small Missile Impact Test,per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 7) Forced Entry Test, Type "A-A" sliding window, Grade 10, Level LV 1 per ASTM F 588-07,per FBC 2411.3.2.1 and TAS 202-94 8) Standard Test Method "B" for Determination of Operating Force of Sliding Windows per ASTM E 2068-00(2008) 9) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 (2009) along with marked-up drawings and installation diagram of Aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI.-6890,dated 06/04/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2010, prepared by manufacture,dated 07/07/12,signed and sealed by Anthony Lynn Miller,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Aluminum Allay 6063HS-T6: Fixed Meeting Rail w/ weathering strip (PGT/ Indalez Part No. 405411),High strength alloy with the minimum yield strength of 30 Ksi,minimum Tensile strength of 33 Ksi and minimum Elongation of 8 Ksi. Jaime D.Gas n,P.E. Product Control Section Supervisor NOA No.12-0718.06 Expiration Date: November 1,2017 Approval Date: November 1,2012 E-1 PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTUNIED) 3. QUANEX Part Edgetherm FS insulating glass spacer/ swiggle seal complying with the following: a) ASTM F 124946 (2011) Standard Test Method for Water Vapor Transmission Rate Through Plastic Film and Sheeting Using a Modulated Infrared Sensor. b) ASTM E 2190-10 Standard Specification for Insulating Glass Unit Performance and Evaluation c) ASTM D 39543 (2008) Standard Test Methods for Rubber Property Compression Set F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 07/07/12,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence, issued by manufacture, dated 07/07/12,signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-6890, issued by Fenestration Testing Laboratory, Inc., dated 06/04/12, signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. None. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-071&06 Expiration Date: November 1,2017 Approval Date: November 1,2012 E-2 lb GENERAL NOTES:SERIES 810 IMPACT-RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT L 74•WIDTH VARIES, RATED FOR LARGERGE&8 SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH 73•BUCK WIDTH SEE TABLE 1,THIS SHEET MISSILE IMPACT RESISTANCE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING B.SEE THE HIGH VELOCITY HURRICANE ZONE(HVHZ►. SHEET 3 2)SHUTTERS ARE NOT REOUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS, TABLE 2: 3)FOR MASONRY APPLICATIONS IN MIAMMMDE COUNTY,USE ONLY A A.SEE Me=Types MUAMI-RADE COUNTY APPROVED MASONRY ANCHORS MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CSO / SHEETS 1 13/18.'Lehi IG:(1/8'Ammaled Cap-1/4'Atrepne•3/18' CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER 83' A -0.9(r SGP-3118'Amealed ) ANCHOR TYPE,SEE TABLE 4,SHEET 3. HEIGHT 4)ALL WOOD BUCKS LESS THAN 1-IMTHICK ARE TO BE CONSIDERED 88• s7-3f8' 2 7/18'Lent(3/18'Annealed-0.90'SOP-3118•Annealed) 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS or SASH INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X BUCK VISIBLE FIXED 19/18'Larhi IG:(1/8'Tempered-1/4'Adspece-3/18' ARE 1-1THICK OR GREATER.IX AND 2X BUCKS(WHEN USM)MALL HEIGHT LIGHT �LISaEiT 3 12' Arch-0.90'SGP-3/18'Arowd ) BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 7118'Len*(3118"Hot Stang8mled-0.90'SGP-3/18' WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 4Hit 8treng9retlsd) B' THE ENGINEER OR ARCHITECT OF RECORD. 33-BN33•IV111' SASH FDMD 13/18'Land R3:(118'telgwod Cap-114"AlmpM-3118" 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL VISIBLE VISIBLE 5 Hod sWre%Owted-0.90'SGP-3M8'Heat SUenpdreT eM DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT LIGHT LIGHT AS SPECIFIED ON TABLE 4,SHEET 3.NARROW JOINT SEALANT IS USED SEE WEEPHOLE 8 13/18't alni)G:(lAr Ami Cap-114'Afrepece-3/18' ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS DETAILS.SHEET 4 Heel S1 w*ftned-O.90'SGP-3110-Heat 8aellgdlelled) SHOULD BE SEALED.OVERALL SEAUNGIFLASHWG STRATEGY FOR g WATER RESISTANCE OF INSTALLATION SHALT.BE DONE BY OTHERS SEE GLAZING DETAILS.StB:ET2 AND IS BEYOND THE SCOPE OF THESE. MAX.DIMENSIONS OF HORIZONTAL ROLLER,XO(OX SIM.) 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 18 NOT RIM TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST 13E TABLE 1: SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THEWINDOW. Maxhnum Design Preemm,OP(peQ 7)DESIGN ARES: A NEGATIVE DESIGN LOADS BASED ON STRUCWRAL TEST PRESSURE, - Fra m HftM FRAM ANALYSIS AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL.TEST PRESSURE.FRAM ANALYSIS AND GLASS PER Ffow A6 Giaes Glass Gists Glass Glass Types ASTM E1300. Wid01 Types Type 1 Type 2 Type 3 4-6 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO - RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED.DESIGN 3T .0!-30.0 /-130. +90.01430.0 +90.01430.0 PRESSURE.THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 53.1 WO-I-130.0 ^.0143D.0 +90.0 -130. +90.01-30.0 +90.01430.0 USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS 81' + +80.0 I 12D.1 +90.01430.0 +90.01430.0 710/430.0 THAT COM INTO CONTACT WITH OTHER DISSOVOLAR MATERIALS 84' +90. /_130. +00.0/423.4- +90.0 1430.0 +90.0/430.0 +80.01-130.0 SHALL MET THE REQUIREMENTS OF THE FLORIDA BUOJ>gN0 CODE 87' +90.01430.01+90.01418.7 +80.01428.0 +90.0/-130.0 .0 -13D.0, FOR CORROSION RESISTANCE. 70' + .01-114.1 .0/-123.1 +90.01426.8 +90.01-139.0 e)REFERENCES:TEST REPORTS FTL eeeo ELco uLTRACON INOA 74' +90.0!-130.0 .0!-106.9 +90W 1.117.5 +90.01421.0 1+90.01-130.0 as ELCO CRETEFLEX NOA.ANSIAF&PA NDS FOR WOOD CONSTRUCTION ` AND ADM ALUMINUM DESIGN MANUAL L,I I I 1 f 711 Date 16)1:0.GLASS CAPS TO BE TEMPERED WHEN INSTALLED IN GENERAL NOTES».»...._............._...1 �.�`�,0 .....••M/l"e�i, j NOAB LOCATIONS OVER 3OFT IN THE HVHZ ELEVATION(SIZE).....».....................1ENSF •''•9 �: GLASS TYPES_.»._»---_--....».1 � �:' '•.* 14MLM W. e: R Ill. DESIGN PRESSURES_»._-»......».1 No.56705 ELEVATION(ANCHORS)-.--.-...-.2 ANCHOR SPACINC?/QUANTI71E3...2 ® D Dram W. GLAZING DETAILS»..._»._»...»....».2 .-O:• IT Ix Lu_ GENERAL NOTES$ELEVATION J ROSOWSKI ANCHOR SPECIFICATIONS......»....3 �� INSTALLATLON... » _ ». .3 %O,�'•• �o�Op 1070 T0M*4OL00Y DRIVE 7RLz a ASSEMBLY DETAILS....:..._..._.-_..a %SFS ••. N.VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS-LM 05/05/12 ARE TS TRULIBOTN PROFILE3M1^.^^.„M^..s ��,S/GMAC •`� I CO'O►aS�'Xrt.13ai7a Swke/WQek Soois Street �fk. Rar. ALYNNranLER Pe OF Aures IE2s2ae HR-810 NTS 1 OF 5 MD-HR810-LM P.E.S Sa70B 1 r+ 13116"NOM. GLASS STACK 7116*� 7AVLAML 12MAX GLASS STACK GLASS STACK 9•MAX IM AIRSPAT (LASS .OW OUPONT SCP ANCHORS 12' cO.As�S .080•DUPONT SGP 31`1� GLASS 301 W ANNEALED AN @MEETING ANCHORSRNER 3H6'ANNEALED GLASS RAIL T 38 GLASS T 12.0l.AS4 SITE EXTERIOR 38 12•GLASS SITE 81 22-12' 811 48 80 MAX O.C. 9 47 9 46 GLASS TYPES 1&3 GLASS TYPE 2 13MASS NOW T MAX 7116'LAMI. GLASS STACK 7118•LAMI. GLASS STACK tiLA38 ST/�IC 3.12"MAX.FROM 3116•HEAT- 3-IW CENTER OF ISTRENGTHENED MEETING RAIL QM 1/M AIRSPA F GLASS 3116'HEAT .090'DUPONT SGP .080'DUPONT SGP STRENGTHENED1 3M6'HEAT- GLASS 3H6•HEAT TEMPERED TABLE 3: STRENGTHENED a STRENGTHENED '7T' GLASS 38 T GLASS EXTERK7R 39 Ur GLASS SITE EXTERIORGLASS SITE a .363+8" 4C 63 48 80 a so Fterno 46 9 47 Locationy$� GLASS TYPE 4 GLASS TYPES 5&6 37" 1 1 1 1 1 1 1 1 1 1 1 1 110 1".&sin 9 2 2 1 2 2 1 2 2 1 2 �� 2 1 1 1)USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE TIP-TO-TIP. Comer 84" 2 2 1 2 2 1 2 2 1 2 2 1 87" 2 2 1 2 2 1 21 2 2 1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7(" 2 2 1 2 2 3)1.G.GLASS CAPS TO BE TEMPERED WHEN INSTALLED IN LOCATIONS OVER 30•IN THE HW IZ. 2 1 2 2 1 2 2 11 asaompiyl�pdm� Heatl& lulni aMeetin9 All Sizes RegU re c 11 �� Daro L Rail ��` 'NN��NvcEni FM/��F9' Bovies&A oats IP�rfeton: NOA9 — .(� 38" 3 3 3 4 2 2 2E33 S 3 3 3 t 8rData831/8' 3 2 2 3 3 6 3 No.56705Jamb 3 4 3 3 384" 3 2, 2 9 4 3 3 8 4 3 = O : 4 D—li m 67" 3 2 2 3 4 3 3 6 4 3 =7 ' ANCHOR SPACING&QUANTITIES J ROSOWSKITA 3 2 2 'O'� 1070 T LOGY DRI E mw74" 2 2 3 4 3 3 8 4 3 ! S " " �?: N.P � 7s HORIZONTAL ROLLER WINDOW DETAILS-LM 05/05/12 SEE TABLE 4. 3 '�,,ONAI;,�,`� NOKOMIS;FL 34274 gpM Soots Aoabq tro. Iger A LYNN MINER P.E. CER. OF AM X29296 H + NTS 2 OF 5 MaHR810-LM P.E,O BtA06 CONCRETE/CMU TALLATION INSTALLATION CHOR INSTALLATION EQ REQUIREMENT O ION 2 OPTION 4 OPTION 1 EDGEDISTANCE EMBEDMENT INS r TION INSTALLATION ANCHORS INSTALLATION EDGE DISTANCE ANCHORS D CTLY DIRECTLY INTO METAL MASO11z/Z ANCHORS INTO 2X `� � 1/4•MAX INTO 10 11 WOOD. • ' •'u; SHIM a.. 19 39 48 37 912 STEEL EMBED- .ANCHOR SELF-DRILLING MENT TYP EMBEDMENT .•a. 16 44 SMS(GS).SEE TABLE EDGE 4.THIS SHEET. DI ANCE PER g TE SEE 33 SASH VISIBLE T 4.THIS I`— LIGHT WIDTH —� DADE APPROVED 1 ED( 12 DISTANCE 36 STEEL FRAMING OR 40 y 57 STEEL STUD. L— 52 XE f�ORI DD VISIBLE 50 20VISIBLE —� 7 38 uCiHTw 3TH 70 'u 2 43 9 BUCK WIDTH TB+-TO-Tw WIDTH(WW) HORIZONTAL SECTION A A EGRESS WIDTH:(WW2-4.12) SASH EG'RESSHEKniT:(WH-83/4) BUCK VISIBLE TABLE 4: SASH&FIX D VISIBLE LRe1T WIDTH: HEIGHT LIGHT NOTES: Andw Min,Op Mbl. (W -3.7116) TIP-TC6TIP FIS HEIGHT 1)USE ONLY SUBSTRATEAPPROPRIATE ANCHORS Anohw SYbNeEB W2SASH VISIBLE LIGHT HEIGHT:MH-7) VISIBLE LISTED ON TABLE 4 OF THIS SHEET.FOLLOW BroYp Distance 68bsatmer0 HEIGHT LIGHT EMBEDMENT AND EDGE DISTANCE LIMITS.ANY FIXED VISIBLE LIGHT HEIt#Nf:(IAM-8•&8) ( ) HEIGHT INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WIN IM. 912.410 88 1 g 2)ALL WOOD BUCKS LESS THAN I-12•THICK ARE TO A 111 BE CONSIDERED IX INSTALLATIONS,IX WOOD SUCKS HoBDw Black 1" 1-114" 46 ARE OPTIONAL.UNIT MAY BE INSTALLED DBTECR.YTO 1w steel ultracam; 45k Concrete 1 3w 38 BSTRATE WOOD BUCKS DEPICTED AS 2X ARE SH8' 1.9/8' 17 18 1- THICK OR GREATER.IX AND 2XBICIMWIEN ExTER LIS )SHALL SE DESIGNED TO PROPERLY TRANSFER 912,steel SMS(tis) A30 Steel 310" 1 L TO THE STRUCTURE.WOOD BUCK DESIGN QT 33 AND I ALLATKXN IS THE RESPONSIBILITY OFTHE 47 ENG OR ARCHITECT OF RECORD.MAXIMUM B ,1,� SHIM TH SS TO BE 114•. 6118' steal unfecpoHollow lack IRr 1-1/4" SEE I f5kCannte 1.11-V1 4 DETAIL A S 1/4"410 SS CraleFlex Hollow Block 1 I 4* 4 Tak Co wds 1' b314" 24Hollow Mwk 21 1-,4" 3� IXW OOD 6 114'steel Uki> WI 2 Concrete -1 1314' SUCKSTRIP. 45 C 5118' steal lllracaxl 3.5k Concrete 1-114` 1314' SEE NOTE 2. .5k Concrete 23118" 1" THIS SHEET. 1/4" 410 SE cmt*-eol 1 3.35k Concrete 21/2" 1314' 1/4•MAX SHIM •MIMMMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. I1, Dom L a, CONC `.��ONY LYNN /i� Rert�d W. OdaReKdora NOAIi � EMBEDMENT •a:. . '4. -q. •�• REM NT DETAIL A. �� ocENse -....;pOmtroU �: mwbmd W. nowRegaiara y S"WINDLOAD *:' ADAPTER No.58705 _ STALLATION 1k VERTICAL SECTION B- ANCHOR 'E 9t XSW 63W ° a s IS I� �� INS A LATION DETAILS J ROSOWSKI ION EMBEDMENT AND EDGE '• ! FROM EACH END AND •!(/� THDISTANCE PER ROUGH IX ANCHORS SUBSTRATE,SEE 1-12.O.G %O� '•. /ORIOP.•'• \�� t070 TECHNOLOGY N.ypN FL 3g2j$2 �K INTO MASONRY. TABLE 4,THIS SHEET. ' s//O�"�N"�'A1-E�G�` X 1529 FL 4 HORIZONTAL ROLLER WINDOW DETAILS-LM 05/05/12 A LYry�vIIIIL1FJt,P.E. � Scala Sheek �D Na �^. Pia CERT.OF Am. #29296 HR-810 NTS 3 OF 5 MD-HR810-LM O J J I� o O -n m ;um o A V N w aa w � W w J O J z N N co w co m � W �v g �rn � m iD o m A m 8 w Ir G) 1= � J � NN N N O + G N 0 yygg w OT �o 0 r z g O Fy �0i Z tan z T �I2 �N N =s 1 T �Illlllllif/f� ♦ , Revbd Dofc grow= AramB/• ♦��° ��+asF' F�'�'�,; J ROSOWSKI !c; No.%'105 * R°vaed cow a 05/05/12 " a'a 1sr0 .'w� ASSEMBLY&WEEPHOLE DETAILS .NoL., 1070 70"MM WK ' P '•. E 1 2: N. ''.,SSIONAL Pa. L FL 34275 Isxs HORIZONTAL ROLLER WINDOW DETAILS-LM NOItOtAs;R 34274 Saatx Om�&g Na lir 6� AL L PS CWt OF N, g"meg HR-810 NTS 4 OF 5 D-HR810-LM a Item Dw8.0 DescrlpNon mat 1 =mw 2 4002 FrmnnSI8081 Aktm 7 .{ ,.tar 3 4138 Famine BqT8 Aksn j 4 4137 SN T8 Aktm �- pgr 3.782 5 4148 Roder sack T8 Agan 1.484• 6 4125 Wkxgoad m,6° 6063-TO Men. t 373• 7 4110 Screen Adeptor 806&T8 AItun. 1273• 2.794• 3.090 - .00r 8 4054 Fbced Req 808311 76 Mon. o sn. 062' 7.,2r � 0 41 Sash Req T8 Aktm 117s 10 4006 TB 2.710• --� N+- 2.710• --� .OBr ,pgr -�•I 11 4128 Side GOW75 Akm wINDLOAD 4Cowes A n O FRAME HEAD O FRAME JAMB O FRAME SILL O SILL ADAPTER ROLLER TRACK O ADAPTER 14 #4102,6063-T6 114002,808378 #4138,8083 T8 #4137,6063-T6 O 04146,6083 TB #4 6 15 4081 Installation Ht7kt Caw Alton• 17 Ewl— Roller Hous8 Sah ureide I IF-7WO ROW Wheelsor 1 Mead oat. 4133 Topvdtom Latah �- •060' 7Z.— Nylon EM Latch oex' 1.11r�20 weepmomlow1� 1.t83 � 2� 24 1 ( � .oar star ,349• ' +jr 4 Rad Co" 7--- 41 27 1 Lock 1 d C Main I 15r x' } 1.403• -�1 734x• f +"'11.081• --•-I 1291• 1.451- 00 FCM Fell �-- FIXED SASH TOP$ 30 4134C 31 SCREEN ADAPTER MEETING RAIL BOTTOM RAIL SASH MTG.RAIL SASH SIDE RAIL ANTI-UFT CLIP 4 rartle 101044olk Gaskets A 32 14h erre O #4110,6083-T6 O 114054,8063113-T6 O#4105,6063T8 1 #4006,6083-T6 11 04126,6063-T5 i 2 #4025,6063-TS 33 M- Jar X 34 -T2-W- .170,x ZM Wetp.Fin Seat 38 1883 x 17WVW Fin SW 7070 -=..I..1 x2m Fkx PVC 70 1.a91• , ' 1224 W , -�,097. 11.,,8• r 39 1 1225 Vhy4 No we*,50 Flat PVC 70 40 x ala• Pm SMS steel .981• Aw 676• s7s .e�er 115f5a1 x x 1 Ouad7YrMtS 418 8. 7.443• �+ 040• a60• 1179 010 x 314•Ph SMB, 11-1 O.C. 48.89.S. •040 Ate' 44 Me #8 x 518'Ph.FL SMS steel SASH STOP INSTALLATION GLAZING GLAZING GLAZING #-1Tx 318•Ph PMsMs, 61-1l2"o. . steel (S#4143,6063-T6 COVER 15 HOLE COVER BEAD 7116" 49 BEAD.7116• 50 BEAD,13J16"IG 46 12853 Mom Settbt0 kx k 3137'x 114•x r E IAXo. O#4081,608346 #4222,6063T5 O #985,6063-T5 O #4087,06346 47 1715 k3 Block 118•x314"x 1-1114 EP Duro. (USED Wf GRILL KIT) 48 4227A 11 Lams Ga.Bead 6083 Aktm. 49 SM 7110* Grid OWL Bead 6063 Akan. Naride aswmpl7tnaw6Ltho 50 iw 13flIr LaW Ki GWz.Bead GOW15 Akan 1500 `tttttttrrrr� �� 52 1014E Screen Fmm 3105+114 Akan. 53 1830 Screen Comer vttth Rko NOA9 �831 Screen CCorreeK ntla54 p 88 1824 Soreert Spline-.135' E CFew stahime � ' * No.58705 * e Ill Dam sy 57 Screen Cloth = so DEW Sgiccne Sealant Flbergktsa 126• _ O; tR _ acorn ai^ . 61 1fa•s k: ��' °1 /�:' BOM AND EXTRUSIONS J ROSOWSKI MEETING RAIL 'O '.• STA E 11 !(/ 70 4083 Melling Req Relniwcerttrett Tube 6�1-TB Alton. TO REINF.TUBE �FS'•.!"LORtOP.. G\?: a I j MIAMb1DADS - E ORIDA R TR ECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 5 26 t,Room 208 BOARD AND CODE ADMINISTRATION DIVISION F 6)315-2599 NOTICE OF ACCEPTANCE OA ��Rom PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it Is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone, DESCRIPTION:Series"PW 701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. R., bearing the Miami-Dade County Product Control Section Renewat stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E 2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0502.03 !A I IN ) r y� Expiration Date: February 19,2019 i- t✓ Approval Date: July18,2013 Page 1 e c PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 20294 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL4212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FT1,3850,dated'07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gasco ,1'.E. Product Control Section Supervisor NOA No.134502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-1 s c PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property---Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12,signed by Jaime D.Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTLr-3835 and FTL--3854,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previnus NYOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15,issued to PGT Industries for their Series"PW-- 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on . 02/19/14. Jaime D.Gascon, . . Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approvai Date: Julyi8,2013 E--2 e z �\ OZ8-Md roanwavy aW OL d0 L S1N11 OZL Md DISMOSOH r NOLLVA313 I SSION lVUSNBO �� e• •' /y a EMW4 I SSNIl3am NOLLV I-SV.LSNI MOQNIM GMa:1 - �:y $ of s 009V084 i,6) BifZf 'HLflddO'tb3J �.u ki—�0 �g b1ZVE-1d'8IWONON r3 6ZSL X09'O'd +11.0 . 9LZ6£"W'30MA'N ! zea yea 3mdaAS01ONH0310001 ,friii�10 T 19 19 .L '�d � a � i EL-•—,rroc�+•I �1L--,u�x3H-1 �F-t�rom+--I I I I Coo 1L � i ,q � v — �— --_--_ .—_______ T r— W � ,�� I UJI F, is- I I �I � z � o {—tHor3H--I 1Hp0H--I {--iHor�H--I till t A 'd'O dg w .-NN7l IM OD CpOQO a 2261. J I f w"'.ti Rn R�� g ��i! �NOJ•T bmh.iD [7l r silk IWO o �QS> 36 3 UH -IN $ w � HCl Y pi now �• O ? WFC �a �z , mi w TABLE 2: Window Design Pressure(+/-,pal)for Blass type 1 Lose Side on) 7/18'LAMINATED 447-718 72 78 80 84 88 92 98 108 104 109•tf2 GLASS STACK 30 .1.80 .180 N•80 +140 +140 0.80 +140 +/.6D +140 +180 +1.80 32 +140 +140 +Im +680 +140 0.80 0.80 4440 +I +140 +140 .090'PVB INTERLAYER 34 0.80 +1.811 +688 0.80 +680 +140 041) +1-110 4140 H- 0-79.4 3%8'HEAT STRENGTHENED GLASS 38 +680 +688 +140 0.80 0.88 +140 +179.7 +1-77.2 0 1 44.73.4 44.722 3(18'ANNEALED GLASS PROOIXT 1hew0b8 Ftmlda 38 .140 4440 +1.80 +1.80 -m +1-7&1 N-752 +1725 +170.3 0.88.5 0.88.3 40 +1.88 d680 44.80 0-79.8 +-7.2 +t-743 071.3 44.87.9 +185.1 *M.4 041.8 4 11 �42 +1. .J•81F 44.7/.4 +174.3 +t-71.3 +149.2 44.7 +14t8 059.8 *13&2 bd Et� !t 44 0.80 4440 N-78.9 +1-1&4 +1721 N4S.8 *145.8 *1422 +1�.7 N37.5 USED AT CURVED 48 +1.80 +1.80 +1-77.2 +1-73.8 .1-70.1 y48.8 +/$3.5 +/.%3 O.R.7 FRAME MEN BEJt3065•Y 29 818' I•�-- LONG SIDE 48 +/40 0- ♦• 8 44.71. 048.3 0449 +1 +1582 G 11-718 O.C.MAX SSS BITE -1�- 50 +1.80 0.7x.8 +6741 N-70.3 44.88.7 H 831 +139.7 ! Dade 52 +1.79.1 +. .8 +1724 444&8 +/-85.1 +/415 SHORT 15 °� 54 H-77.4 0- -80.5 + EXTERKM nSIDE 58 H-758 +1.72 088.8 085 3 58 0.742 +1.753 0458 20 13 i 84 +•727 0 7 N45 1- 82 +1-71.2 +147.1 GLASS TYPE 1 � +1 3 I►-LONG&DE 87718 44.87 +F- NOTES: SHORT, M 1)SU¢KDIMENSIONSSHOWN.FORFLANGEDWINDOWS.SUBTRACTPFROMTHETIP-TO•TIPDIMENSIONTODETERMINETHEBUgCOOM ISION. SIDE a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVALLABLE SHORT OR LOW ME FSION. 3)FOR ARCHITECTURAL WINDOWSF9F90THE SMALLEST WINDOW SIZE INTHE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYFIT%I m. fOA O P4 TABLE DIMENSIONS MAY BE 0;;ORIENTED HORIZONTALLY�StFDIfN Z Y OR rd ffi � � 6V CxjN 0 vN TABLE 3: QµZj m ( Window Design Pressure(+b,psf)foralass'type 3 S Q O O <z az .. 0 rn LL 718 78 84 98 1 014 109•YL 1-1448 NOML T/18 LAMWATEO m N 30 +140 +140 0.80 +/•811 +1.80 +1.81) 44.80 4440 4440 +140 +I4D GLASS STACK GLASS STACK Q 32 N.80 +/•440 +140 +1� +/.W-- +1.80 +/ 0.80 N H 0•BD j 5��. y ~' 34 4140 4480 44.80 +140 +140 +680 +/-80 .80 N80 H N40 3H8HEAT w{ 38 +140 0m +680 +140 0.80 +I-W +/40 N•80 +14D +/-80 +140 3/18TEMPEREDGLASS STRENflTHENE80IA&4 SIDE Z 38 -.IW- .i40 +/ +680 .1•m 040 +140 0.80 +179.4 078.4 H-T4 3✓18ANNEALED GLASS 40 +1 +140 +/40 +/. N•80 +1.80 -1•757 -173.5 +-70.9 4149 711VAIR WAGE .�.pVB 42 4140 4140 44.811 +J40 +1.80 +680 +/•7/ N•73.1 N•W.8 .1.448.9 N452 t1 INTERLAYER t� Z d 44 .140 .140 44.80 4.80 +/� +/-77.8 +1.74.1 +170.3 +147.5 N43.9 tL 46P4�i-SD +140 +140 +140 +679.2 44-754 +1-71.7 +t-851 +145.1 5 LONG z 48 +1.80 +140 +140 +1-77.2 +173.3 +/49.5 0.85.8 USEDATCURVED 504140 +40 +6794 0.75. +1-71.3 087.5 FRAME MEMBERS ONLY 29 Sr83WESL 44$0 +/40 +1.7/.7 +1735 0495 11-71W O.C.MAXG1A38 BITEIt..+/40 0.79.8 0-76 N-71.8 1-3 R81 56 40 -1•77580 +1.77.8 +6T3.4 221 13 , SHORT11 /I82 0-756 1n�84 .1.74 66 GLASS TYPE 3447•ue _ ' No.58705 1)SUCCI(DIMENSIONS SHOWI4.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION• 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •'•� 'T 1 13 �; STA• W 3)FOR ARCHITECTURAL VINDOm,FI4b THE SMALLEST W1N•ID0WV 312E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. �'�t(.••.,F[ORiOP••�G?: JONA\E0' A.LYNN MILLER,P.E. P.E.468705 TABLE 4. Window Design Pressure&1 psi)for Glass Types 2&4 Long Sm N 67.7/8 1 72 76 80 84 Be 92. 9H 100 104 108.1!2 112 116 120 124 128 1 132 198 1 144 30 +m 8.80 41-0 +480 +I-W HAD +/40 •1.80 +180 +140 8.90 +140 SO +l +1.80 +l +1-00 418D +1.60 HAO 32 +l-80 41-80 41-80 +IAD HBO *180 +TAO +I-SD +1� +1-80 +180 41AD +180 41� H-80 H HO H N.0 t18D 34 ♦1.80 41-80 ♦ +lam t1 +180 H H.D H +1M +1A0 HAD 4J8W +140 H.0 +1811 +1-80 36 41-86 8.80 +1.0 41.80 NAD +1A0 +/8D H.0 ♦1-w 41-80 41m 8.80 +1.80 41.80 +-80 + pt RMQWH 38 HAO +m 41-80 +180 Nm +180 +J•80 H-q 41.80 +1.80 0.Sp 749 +1811 +180 40 0.80 41.E H H • 41 H +I-W +1.0 +/.BD 8.60 HAO 42 •1-80 8.80 41-80 0.80 +180 H-80 ♦1� 8.80 HAO +14D 41m 44 H-8D +180 +/.80 8.80 8.80 HAD 4180 +1-W +I-W +I-W 48 + H-80 41-80 80 ♦180 +1.80 +1-80 +f-W $ 48 •180 H.0 HAD 0.80 +180 HAD 0.80 +180 m 50 HAO +1-w HAO H-w +1.80 41.0 +140 L' +1-80 H H.0 086 54 +/-80 +140 H-80 41-80 +/-78.8 d 56 +/-80 +I-W +/a H-79.1 �+ 58 •lA0 0-w 8.60 00 +/-80 +1.80 H-78.3 n +1.0 HAB 84 ..p HAO 88 +IAO �.71H NOTES a 3 1)SUCK DIMENSIONS SO)MM.FOR FLANGED W NDOWS.SUBTRACT 1•FROM THE TIP-TO-Tr DONENSION TO DETEfmm THE Sum DIMENSION. < 2)FOR SIZES NOT SHOWN.ROUND ZTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. } -,t N� p 3)FOR ARCHITECTURAL WINDOWS.Fpm THE SMALLEST WWDOW SOLE IN THE TABLE ABOVE WFOCH THE OVERALL DIMENSIONS COMPLETELY FTr WI ILd 9A A z R� z °mo p "" 1.1116•NOM TABLE DIMENSIONS MAY BE a x GLASS STACK 7118•LAMWATED ORIENTED VERTICALLY OR c 0 O 0 a o 7h GLASS LAMINATED y.. GLASS STACK HORIZONTALLY AS SHOWN <z O.z w LL ABO'PVB INTERLAYER 3/18'TEMPERED GLASS 31,8'HEAT STRE140MM D GLASS LONG pQJp M 9H8'HEAT 3/18•HEAT STRENOTHENEOGLASS �_LONG SDE 388'HEAT STR�GLASS STRENGTHENED GLASS 7MW AIR SPACE A80'PVB INTERLAYERIx Z Lu 10 �(29 y 11 186ZUSED AT CURVED .-L USEDATCURVED -J.. SHORT a w FRAMM MBOUMLY AX Be FRAMEMEMBERSONLY 29 �• � � SIDE � LL 6- yp� GLASS WM @ 11-7/8'O.C.MAX. GLASS SITE O $ z 1 3 1-3 U q EXTERIOR �- LONG SIDE -«.•I U. 0.0. a 20 13 22 21 13 T- SiLONG GLASS TYPE 2 GLASS TYPE 4 E 9� $WEgf,� - No.58705 SIDE O' A ` % A-LYNN N9.LER.P.E. P.EJWm TABLE 5: Wkfdow Design Pressure(+F•,psf)for Blass'type 5 on) 7118'LAMINATED 81-7/8 72 76 89 84 Be 92 18 18D 184 18&'/2 30 +9&125.4 +9W-120 +W-116.5 +944-111.5 +90/-10&b +90!-188 +981.184.5 +901-183.5 +w-102.5 +98/•188.7 +901-97.9 •p9p'g084TERLAYflt + •18.9 *041 -1053 +901-101.8 +999&7 +�/-95.7 +9(9923 +9(990.8 +9&90.3 +589.9 */89 34 +901-10&9 +9WtIXi +�1- 8 +�C• + 9L8 N l�2 N 84.4 -•91.5 N .1 179.8 N-79.4 3518'ANNEALED GLASS 35 +-•1028 4W.97.1 +9-90;8 +i-89.9 +1.85.5 N-828 +1-79.7 N-772 N-T5.1 +/-73.4 N-Tb2 3t18"AMNEAIEOflLASS 36 + -99.4 +9W92 448&7 +1832 4480.7 N-7&1 +f- N-725 +170.3 ♦1 .5 44.88.3 RBNB\VSD 40 +9-94.8 -18&2 +182. N-79.8 +f-77.2 N-74.3 +f-71.3 --87.9 1 -1-63.4 N .8 4 11 1 aoatittYinBwiWe�°� 42 +901491.3 44.94.7 +I.KT 44.77.4 +-/.-74.T- 44.71.3 +1-882 4484.7 +141.6 */59.8 44.582 USED ATCURVED -!.. No 44 3 +f 4 +l- .9 +/-75.4 -1-721 448&9 +1.85.6 0.022 N +157.5 FRAME�g��,Y 29 � �- 1 48 0.85.4 0.80.8 -77.2 ..73.8 +/-7&1 +l8&8 483.5 +J8&3 N .7 (�11-7f8'O.C.AMAX. GLASS LONG SIDE 48 N-827 +1-79.3 +75.8 +/•71.9 448&3 44849 -141.5 445&2 50 + +l- +-4.1 +- .S •18&7 +18&1 -+I59.- ,3 T- 52 +1-79.1 N-75.8 +1.724 44.58.8 -185.1 */8L5SHORT E 54 H-ll4 -•73 8 N•IQ5 N 87.3 •1$3 fi �E 58 +f- 8 H• N . -85.3 13 58 0-74.2 447&3 +188.8 ro 60 44.727 .4446.7 085 GLASS TYPE S 02 -171.2 4487.1 64 •-07 +186.8 8@ 448&3 87-718 4487 NOTES: SHORT A 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'PROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMEiN,910N. AB8 2)FOR 81ZES NOT SH(WN.ROUND LIP TO THE NEXT AVAILABLE SHORTOR LONG dAENWON. SIDE 3)FOR ARCHITECTURAL WINDOWS.PEND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ti N� 4)THIS SHEET APPLIES ONLYTO FLANGE AND EQUAI.LEO W WDOWS.DO NOT USE WITH FlN-FRAMED WA8)tAMB. TABLE DIMENSIONS MAY BEORIENTED c 1444.! HORMONTALLYYAAS SHOWN.CALLY OR zµI l4. UL7 XN � TABLE 8: Z $gO 0 window Design Pressure(4.44 fortiise8 Type 7 G o O,p co 0 P �z az F ti "-Tie 72 78 ea 84 92 100 104 10B-152 t-1ry8'NOM. ,pm..pc O 30 ♦99-130 +9&130 +9.130 +9&128 +9(9.171.8 +9-119.8 +9(9.it&l +WN-117 +9W-11ri8 +9(9-112.7 +9-•109.9 GLASS STACK 7110"LAMNATED Q 32 +99-1 +9W./251 +9W-1 9 +W-14.8 11.8 + -1�.1 •99-1 3 +99.14 +99-102 780-1-101.4 •98.7 GLASS STACK 34 .1 . .111.7 +9W-107.5 +9&103.8 SHORT +90143.7 +9-9;'4..3 .W/-921 ♦9990. 44-90 N .8 B•TEhU�EREDQLA83 3/18•ANNEALED GLASS SIDE ® Z 38 + -tt +90-19.6 106.8 +901-160.5 +99958 +9993.3 +190 4487.3 4484.9 4823 +181.2 38 + - 1 +9&1042 •97.9 +90144 +998L1 2 084.9 •/-81.9 4479.4 N-78.4 +F74.3 3116" ,x 40 +901-10& ♦90J-93.4 + - .1 H-872 +-84 44.80.5 447&7 +I.n6 +f-7& 44.89 7110'AIR SPACE •�'SO 94TERLA r� gul 42 4410/-103.2 +8-W5.7 +901 912 +147.4 4444 •80. N-77 +1731 .149.6 7-88.9 N a a 44 +99-99.7 +90'•03.1 +189.5 Q 44.81.4 N-77.8 N-74.1 N-703 N .b ♦183.9 ,1 "d Z IL q 48 +9&9&5 +97.91.3 87.2 +1-&2 +!- 44.75.4 +1.71.7 448&1 444.1 5 LONG � � Z 2� 48 +9W93.5 448&8 7!85.4 +1 .2 +-772 N-733 +140.5 +1858 q 0 `Y 60 ♦ 41.4 +187.8 7 N- 4 N-75. +1-71.3 +141.5 USED AT EMBERS ONLVEDY 6w ty rya �s 52 448&4 +/-&4..5 0.81.8 N•7r.7 N-73.5 44.8915 FRAME MEMBERS OMA 28 GLASS SITE s'LLS p b. 54 0.87.5 +M4 N-79.8 0-78 +171.8 ($11-7/8'O.C.MAX. am I 55 0.858 44.81.4 +77.5 N- .8 1 3 56 +1.83.8 +179.4 +675.4 EXTE 80 +1821 +1-71.8 */73.5 �.� Y LYNN 82 4480.4 +1.756 a 22 21 13 1� `,•,�7j• 6Pt 4F1-� 84 N-7SIDE 88 N-74 as ./-772GLASS TYPE 7 87718 4474.9 1 1 _ *r Ne.58705 1 DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - -)3 )!3 3)FOR ARCHITECTURAL WINDOWS.FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY PIT WRMN. Q••. STATE 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WRH PIN-PRAMED WINDOWS. ��'��•••.F'<ORIOP.'G�� A.LYNN MILLER,P.@ PLN.&88705 TABLE?: Window Design Pressure(+I..pal)for Glass Types 8&6 Long SW On 67-718 1 72 76 80 84 88 02 so 100 104 101.112 112 118 120 124 128 132 135 140 144 30 +90!•130 ♦ .130 + -3D ♦901-130 +01.130 +W.13D +901-13D +W.130 ♦901.13D *M130 +9W.130 +901-130 +W-13D + .130 +W-130 WIZr9pf•130 +1 .130 + -130 + •f30 32 •809.130 +901.130 ♦ -130 +901-190 ♦90x.130 ♦901.130 +90/.13D + .130 ♦90f.13D ♦90b.30 ♦�11 +90t t +�1-130 +moi-13D +�f.130 +901-130 +90d.1� +901-130 + -130 34 ♦90b130 +901.130 +901.130 +901.130 +901-130 +901-130 ♦901.130 +901.130 +901.130 +901-130 +901-130 +909.1 +901.130 ♦�i•1 ♦901-13D +9--130 +90V-130ar 36 +8-130 ♦ .30 -1 • •1 •901.13D +901.130 ♦90t1 +�b130 +90f-130 +W-13D +8�-130 +901130 ♦901.130 ♦901-130 + -130 gipnplY ��°�� 38 +901.130 +801-130 +M-130 +9a-130 +W.13D +M-130 +M.130 +901-130 +01.130 -90f-13D ♦ -3D +9-•1 ♦901-1�. +9X-127.3 2 40 +9�-13D +W-13D +90.130 ♦801.130 +01.130 +M-130 70.130 ♦9W.IW +W-13D ♦ •126.8 +90f-123.2 +901-122 47Q 4 +901-130 ♦ -130 ♦901.130 +901.130 ♦fit-130 ♦901.130 + - + •129.3 +9 .123.2 +90'_119.7 +9 .118.4 44 +901.130 +901.130 +901.130 ♦M6130 +901.130 +901.13D +80/.130 +W-124.5 +90V-119.4 +90/•115 48 +=-130 +90F-130 +90t-13D +M.130 +901.130 +901.130 +96-1289 +97.120.5 +90!•115.3 48 +901-13D ♦901-130 +901-130 ♦9M-130 +901-130 -129.7 +90!•123 +96'•116 as 50 +W.13D +S/-130 ♦9D7-130 +M-13D ♦9N-13D ♦W-120.2 89.41-119. 52 +fit-13D -30 +0.130 +W-130 +10.130 +80.81-123 54 +9D1.13D +90t-13D + .130 + •13D +08.81-121. 55 +001.13D +90t-130 +W-1 +Ba41.129 +101.130 •901.130 +901.13D 90 • -f +9N-13D +89.01.129. 82 +901-13D ♦901-130 84 130 1 86 +90F1 87.718 ♦909.130 t7 y 1)1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT Y FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DWIENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE(ECT AVAILABLE SHORT OR LONG DIMENSION. }ti st ".e 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITH IN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. p Z °z� W d c�c'oi D{�I Z s TABLE DIMENSIONS MAYBE o Ly Z ORIENTED VERTICALLY OR o Q a v 111/10"NOM. HORIZONTALLY AS 8ti0\A9d P Z D.Z U. 7118'LAMINATED GLASS STACK 7GL SS ACK S� GLASS STACK 3h 6'HEAT STRENGTHENED GLASS } - LONG SIDE W t kGLA111N1 EATINTELAYER 3118"TEMPERED TILSs3/16'HEAT STRENGTHENED GLASS3PI8'HEATSTRENGTHENEDTHENED GLASS 7118'AIRSPACE 090`8G I TERLAYER SHORT0SIDE 134SSH�T `� Z USED AT CURVED USEDATCURVED FRAME 1-7fi ERS ONLY 29FRAME MEMBERS ONLY 29 11-TAT O.C.MAX. SITE @11-718'O.C.MAX. GLASS�fE 1-3 !-3 LONG stoESCrERIOR G, 22 21 13 SHIRT LONG ,.•111�( fill,1M l�•,, v- SIDESIDE GLASS TYPE 6 GLASS TYPE 8 pr ........ • No.587SIDE0b * - ST � - 'ltnln,�,s` A.LYNN MILLER,P.E. P.EA"m 2X WOOD BUCKSTRIP -INSTflk�ATl N INSTALLATION EDGEOR FRAMING,SESEE EMBEDMENT D�AE NOTE2,7WSHE7 TYPEC TYPES INSTALLATION '.. EMBEDMENT 1X WOOD 6uCKSTRIP. TYPE A 114•MAX SEE NOTE$THIS MEET e' EMBEDMENT SHIM • IYP.ANCHOR ENIBEOMENT ANDEDGE •:,'..,.ti': EDGE DiBT PER SUBSTRATE. •e' DISTANCE NlRODUCTRENB.WED EDGE B SEE TABLE THIS SHEET avoomPlyiugvemonFlo" DISTANCE .•.�' -Huldiog 1 SH 1 4 IYP.ANCHOR !ti ••:,•'a .. ' *': ..'. Pima" EMBEDMENT EDGE '•4.•. 11 DISTANCE SUBSTRATE ;.; SEE TABLE a SHEET 11 _ USED AT CURVED 28 FRAME MEMBERS Y °j •'•6, EXTERIOR e 0 11-718'O.C.MAX CONCRETEICMU 'd' PERANCHOR I..,f VISIBLE HT WIDTH= '�I 8 REQUIREMENT WINDCN WIDTH-2314' BUCKWIDTH �U WI�W TIP- WINDOW WIDTH PER ANCHOR A in �HaK $ 6HT 114 SHIM �+ HORI TAL SECTION A A REQUIREtNEt4I }'A a O w I d #12 L t Z HE VISIBLE SELF-DRILLING Z ii d Lto HEIGHT- (06�,� SABLE b: Min Edge Mel O.C. U U X y � � Arahor Sabsbute �rroe Min.Etrdredtmnt �ZI O m SUCK w HEIGHT- 8069 TB ndn 0. o Q 6 Z o 2.3µL INSTALLATION 612or#14410BBSomw OW 3w it z 0:z O METHOD D Bteet .33 0. tie• 12 `� F LLO =TALLATION ANCHOR P.T.Soug m Pbw(8 9118' 1318' 1r ..] UNDERNEATH THE Atumbm',8063-TS mb4 316' 0.w• 1r Z o 61""'.w. lzc BEADING 612er#14StmlSorew(*M 0.083'• 2' F4J EXTERIOR Steel Skd.Gr.33 mbL 318" a048'18 Ga• tr ® Z pm MIAMI-RADE AP ROVED MULLION V4.41088CmWI= C UnomadCMU.(ASTM 2-Vr 1-1/4• tr 21 (SEE SEPERATE lU•ALUMINUM. bnmete(min.3.36 keA 1' 1314' tr TEEL FRAMING STEEL STUD. (bnaete 2.83 ke 1" 1314• 1r �+ B SEE 9116STRAPROPERTIES, U4'Steel Unraeon Oon¢rsto 2.83 ke 2- 1.318' -Ir z Z ROM TABLE 8. BEREFT Urmrmdad CMU.(ASTM C•90) 2172' 1-17M 1r Og! r 1K'MAX SHIM GMUlad C-W 1 1r pp C1 n 11. 8118'81xi UNaoon Camrme Ulm 3.8I 144' 14W 1r W Grouted CMU TM 2Ur 1 13N4' 1r LL —y- •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE T LL I 1X WOOD SUCKSTRIP, e8t1 D -7— I SEE NOTE 2.THIS SHEET �"N1,1 YNNJ/;��/�lpi T • C.ONCRETEPER ��``'��O�V�`SFH '••'''��i DMENT <j '• ANCHOR INSTALLATION NOIES !� K. •°' ;.9,,, s a REQUIREMENT `7K: Np,y6705 .. ,: •••f` :-. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"17P,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE (pttt INSTALLATI EDGE• TV.ANCHOR TYPE.EM OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-17rTHICK OR GREATER S A Evp DISTANCE ANO EDGE DISTANCE PE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAYING •O,�••,..RLOR11>P•' TYPE B SUBSTRATE.SEE T e,THIS SHE ET .RIRISDICTK*L �,�FiS •......•••��.`�. VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCT11RAl.MEMBER SHALL BE OF A SIZE TO PR01flbE FULL SUPPOLTTO THE WINDOW FRAME 4 I APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR M LILION NOAAPPLM TO WHOLE SYSTEM. A.LYNN MRLER,P.E. P."887 2X WOW SUCKST'RIP INSTALLATION INSTALLATION EDGE DI NOTE IS� TYPE G TYPE F EMBEDMENT 1X WOODSUOKSTRIP, EMBEDMENT SEE NOTE 2.THIS SHEET '• o INSTALLATIONTYEEC �� EMBEDMENT L —� 1SHIM TYP.ANCHOR TYPE.EMBEDMENT AND EDGE ..• EOCRSEEDISTANCE PER SUBSTRATE. DISTANCE EDGE •:.a,., g SEE TABLE 9.THIS SHEET ' gp DISTANCE •` .. 's �rllbibePloTldn :,; : p oll 1/4'MAX 2 ••' NO Zp2i." 2 SHIM / TYP.ANCHOR TYPE '•y �'. Dada PmdM EMBEDMENT AND EDGE !''., , :le-. . DISTANCE PER SUBSTRATE, t 11 SEE TABLE 9, THISSHEET 11 EXTERIOR d USED AT CURVED q�� • 4 ,�. 11 •o 29 FRAME MEMBERS ONLY 0117ArO.C.MAX CONCRETEApdU �.,•� VISIBLE ICKWWITH= �„� 5 .�.+�-•'•••; PER ANt210R WOVOOWBIX2RWIDTH•2314' :` .•Y R£QU1 NT r" - WINDOW SUCK WIDTH _M WONT N ANCHOR BUICK HORIZONTAL SECTION C-C RETEFCMU �I HEIGHT 1Al•MAX SHIM#12 STEEL 7=2�7 C4 a SELF•DRI.LING SMS � W N 04 WE TABLE 9. LIGHT VISIBLE ( SHEET TABLE 9: Z E --I a HEIGHT- ` Arotm Substrate Min.Embedment SMIfL Edge max UWINDOW _ X g metarwo BUCK 1 20 0 0m0 HEIGHT- INSTALLATION st2or01441038Screw A36sta��mbi 3dH• 0.0w• 12' z a a o TYPE Or. 3AY OA45 1e Ge• IF F z O P.T.SwAhem (SGa6.66 9119' I-W /r O 0 EXTERIOR 012 or 914 Steel Screw(06) rVum(num. tTH 3AP O • tr etad 3AT' O.W..(IB 12' 8taet Or.33 min. 318' 0.045 18 Ge)• tr MIAMI.DADE APPROVED MULLION Or 410 88 CmteFfm Urvauted CMU.(ASTM C-0) 2-Vr 14M 12' z *V21 (SEE SEPERATE NCB),ALUMINUM, Conante(min.3.30 keq 1. I-W 12* �} Z STEEL FRAMING OR STEELSTW. Oonwete 2.80 11 I3W tr CCO]I S SEE SUBSTRATE PROFERTM% IM Steel t8tmoon Conorote(tom.2.86 Wo 2-ttr 13t9' tr z W TABLE 9,TISSSHEET Ungraded CMU.WTM oW) 2-fir 1-Im Ir O 3PYIv 1/4MAX SM 1-ttfi 1 v • HI �CorareM(min.3.6 kei} .3W tr R 5 0/18'StedLamm Grouted ASTM O4q 1314' it tttTTT LL w �� —I •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. eptt } 1X WOOD BUCKSTRIP 1 SEE NOTE 2,THOS SWEET LYNN •P•: r CONCRETE PER : NaCEfdBF 4/1��,�. EMBEDMENT.• :,.• " a' ANCHOR INSTALLATION NOTES: �c•. q r ..�. !;'�..'. REQUIREMENT - _ No.58705 •: 1.USE ONLYANCHOR8 LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE UMITB. — 17AT INSTALLATION 2.WOW SUCKS DEPICTED ON THIS SHEET AS'1X'.ARE BUCKS WHOSE TOTALTFBCKNESS NS LESS THAN 1-112'.1XWOOD BUCKS ARE TYPE F EDGE TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2)PARE 1-1/rTHICK OR GREATER.DISTANCE AND EDGE D SEE CE PEE 9•TH18&iEET INSTALJURMLATION ON.TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVINGSUB �� Dp,.✓ 40 DISTANCE VERTICAL SECTION D-D3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SS�p 11110 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLW TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.EA68706 WOOD EDGE OR OR SEE P INSTALLATION TYPE M EMBEDMENT T NOTE 2,THIS SHEET INSTALLATION INSTALLATION TYPE M �FOR THIS INSTALLATION TYPE N • EMBEDMENT METHOD ONLY, 'FOR THIS S�TAI.IATtON ANCHORS MAY BE NO •: MfET110D ONLY. 1t'�MAX •MORE THAN(i'O.C. ANCHORS MAY BE NO EMIBEDMENT• SHIM •MORE THAN Ir O.C. O IX WOOD IE 2 2.T SEE 2X W000 BUCKSTRIp NOTE HIS l3 SS SEE PRODUCT'RBM'1yE0 OR FRAHM SEE •',,: m oomplpinvAlb r-Ftorklo —7}- NOTE 2,THIS SHEET SW14ingO u LSHI MAX TYP.ANCHOR TYPE.Et 40MENT AND A 3 SHIM — EDGE DISTANCE PER SUBSTRATE. 4 TVP.ANCHOR TYPE, SEE TABLE II.THIS SHEET `'•�•••: :• 8 t.. EMBEDMENTONDEOOE a s DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 b JS EDGE gMRMR FRAMEMEMBERS ONLY DISTANCE o EDGE Y- @11-7J'O.C.MAX n � ••�,' ; DISTANCE z CONCRETFICMIU 11 - WINDOW REQUIREMENT 4 11 OONCRETEICMU SUCK co �_ VISIBLE ______�,) 8 R�C�Ot1tT �ANCHORa 3 �N HEIGHT 174'MAX.&HIM WINDOW SUCK WIDTH-2414•• p vOQ� Q< WINDOW SUCK WIDTH EXTE RIOR >- h a—a Z JVl � cV tY `L INSTALLATION TYPE d HORIZONTAL SECTION G-G z 0! I le IJt#HT � !jj� HEIGHT FOR THISBNSTALLATION O s W WINDOW METHODONLY, TABLEII: BUCK ANCHORS MAY BE NO Min Edge Mex.O.C. 4 Y s- Hq� •MOREtHHANB'O.0 Atalat Std 17 AHbt Embedae+dspdry c p 0 Z c P.T. Pkte 2"r 1.3w w �-Z d z O #12 STEEL 012or01441OSSsom a W11&15min. ... O SELF-DRILLING SMS A38 StW 3HS" O.W• S' 0 SELF.SEE TABLE 16. Slee) Gr.33 mot. 318' 0.095' S Ge• 8' THIS SHEET P.T.goa tam Ptne 8/18' 1478' (r t�4.4 g12er8148tee18ormv{fHs) a 8 78Mim 3w 0,w. r Z zz A388t d 318" O.W. r 0 f2 21 TYP.ANCHOR TYPF- Steel Er.33 min. 3V 0.045' 8Ge)• 8' 30 z g EMBEDMENT AND EDGEUngwyleil Cd AS1M 2-112" 1-114• tr p DISTANCE PER SUBSTRATE, 1W410SSOmt*1ox O SM 1' 14W Ir— a z SEE TABLE 11.THIS SHEET Cmwebo2.65 ksQ 1' 1414' 1r O ~ q 8 r1/4'MAX SHIN MM-DADS APPROVED MULLION Concrete, 2.1/! 1418' 1r Ll Z T 11 {SEE SEPERATE NOAJ a tMONUkf tw stew MbsOeA Oph UnwoutedCMu.081M 2-102" 1-1t41. 12, z 4 a STEEL.FRAMING OR STEEL STH . G=ded 7M G80 2.112" 1414" tr a LL IS M SEE SUBSTRATE PROPERTIES' COnotete 3.5 k 1.114" 14/4' tr INSTALLATION TABLE 11,1HEET Td18'Stam llmacmt Laded CMU IM 2-Wr 1414• 11 D TYPE N 1X WOOD SICKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL.SUBSTRATE. SEE NOTE 2.THIS SHEET `111 H 1 J J J J EMBEDMENT.• ?..:sP..•�.•a :;..�<." INSTALLATION NOTES: ••'WCENSF •.�,p �i� `°'`•••.v. a ;• ,.�.• .. 1.I USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOWEABEDMENTANDEDGE DISTANCE LIMITS. No.58705 _ 2.WOOD BCKS BUCKS DEPICTED,ON THIS SHEET AS*IX'.ARE BUWHOSE TOTAL THICKNESS IS LESS THAN 1-1P!'.1X WOOD SUCKS ARE •• •'••• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLO)CONCRETE.WOOD SUCKS DEPICTED AS W ARE 14PY THICK OR GREATER. . INSTALLATION TO THE SUBSTRATE OF WOOD SUCH$TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING STAT 4{l!� JURISDICTION. �p,�'•. VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME �i��ss�ORIOA.•�G\�� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM-EITHER WINDOW OR MULUON NOA APPLIES TO WHOLE SYSTEM. A LYI�Nrat�t,P.E. P.E.9 am TYP.ANCHOR TYPE, 2X WOOD SUCK$TRIP EMBEDMENT AND EDGE —"{ EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE I NOTE 2.THIS SHEET TYPE J TYPE K SEE TABLE 10.THIS SHEET EDGE EDGE 11W INSTALLATION DISTANCE DISTANCE � SHIM MA)CAdA)C zo �{TYPE I 2X2XWOODBUCK87RIP UCYswmt CD br wGM Tho Fbtide ONOTEZTF IS SHEET NY S No 114'MA1fTYP.ANCHOR TYPE.EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE. S SEE TABLE 10.THIS SHEET padaCEMBEDMENTEMBEDMENT USED AT CURVED `r EXTERIOR28 FRAMI:MEMBERS ONLY 0 11-718'O.C.MAX. n 14 EXTjERRIOR WINDOW 4 11 V eM Y BUCK VISIBLE UGHT WIDTH HEIGHT WOIOOVYSUgCwB)THt-a-3va' p 114"MAX.SHIM {.-- WNBUCKWIDTH o E INSTALLATION HORIZONTAL SECTION E-E Z r' ` z d ��, to LIGHT TYPE L u� X c WINDOW !U- g •at SUCK #10 STEEL O C7 HEIGHT- SELF-DPoLLBNGSMS n O p `- z o 244 ((4 OW TABLE 10. C Z IL Z � O U. THIS SHEET TABLE 10: O Antdff Substrate Um Edge Mex.O.C. Dia�ticespatrill 2 V2"x.13'Bolt Neu P.T.411mo m PIN 811G S Z Z 2.112'x.131*Common NdP.T.Sa umn Pbte SS 316' 8" p N 2.112'x.14V Roo Nall P.T.So Atem Pbe 318' 8• $ F i- 6i-: P.T.Souu m Pine lir 0• Z 2X WOOD SUCKSTRIP OR �FRAMM SEESEE A10 x 1'Slael SeretiY M097 AWmimtm.GOBi-TS mh Stir 6' Z.THIS SHEET 1118"A36 SteNt- 8 114"MAXSHIM 0.016 18 Ga Steel St Or.33 lis !r F C Z (SEE SERA APPROVED M, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ? EL STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES. am -wo INSTALLATION TABLE W.THIS SHEET TYPE J `` i LYNN M %� EDGE DISTANCE ; v�CENSB' _ t INSTALLATION NOTES: �- EMBEDMENT AND EDGE DISTANt�PES MEM 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW F WYIENT AND EDGE DISTANCE LIMITS. "'k• No. SUBSTRATE-SEE TABLE 10.THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET ASW.ARE BUCKS WHOSE TOTALTHIdWESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE -O••, f� � OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1.112'THICK OR GREATER •.. .7-T TA E •'�� VERTICAL SECTION F-F INSTALLAATIONTOTHESUBSTRATEOFWOOOSUCKSTOBEENGINEEREDBYOTHERSORASAPPROVEDBYAUTHORITYHAVING :O 2; JURISDICTION. �i'� •••FLp)n..I;; 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL SEOFASIZE TOPROVIDE FULL SUPPORTTO THE WBNDOWFtZA 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR M ULUON NOA APPLIES TO WHOLE SYSTEM. A.LYNN MM.LER.P.E. P.EA 5885 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PROD> Florida Banai�covo D ANGLEWCURVEDAaeptvice No ANGLED/WRVED FRAME A33EMBLY FRAME ASSEMBLY W CORNER w CORNER FRAME ASSEMBLY ! ASSEMBLY Mtao,IT i.. , 10 ! 10ALL CORNERS ! ALL CORNERS TO j a USE GASKET USE GASKET i ANWOR SEALANT ! SEALANT r ! 4b /.' ! �' EQUAL-LEG FRAME t F11WFRAME O GE / EOWLL-LEG FRAME MITERED FRAME WITH BQTERtOR ,. MITERED FRAME WITH INTERIOR C}1~ AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS O O FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)ORCORI• RKEYS AT Q SCREWH033E3.SEALANTATALLCORNER.4 SCREW BOSSES.SEALANT ATALLCNIERS z �LL ffi �O VU XN � 47 Z �O w c CO O ZZ o a 7aa• a.7ar z.7a4• P z a z .. F Ix LL TABLE 12: .074• 082• .074• .082• *Tt— P*dhyl— OB'P � a P �m PGTPart# Descdpdar Material 1.876• 1376 1376 z Z seers 1 42830 Flanged Frame Aktm.6083378 10� �6.4362 4286 Equal-tog Frame Akan. -M . � .'' Ob0"0A0' Q008 coc z 3 4288 Integral Fin Frame Akan 808378 O FLANGE FRAME EQUAL LEG FRAME 4 4265 7118"tams.Gleeo Beading Alum.8�iT5 #42530,8083-T5 #4285,6063-T56 4284 LG.Glass Beading Akan.8083.16 FIN FRAME a 9O 8a 4270 installation Fastener Cmw Alum.8083T8 #4258,6063-T58b 4224 Installation Fastenw Corer RtgidPVC 10 706 Gasket(at 00°eotnalrtnte? 870. 348' 1.037• ��\\ONS LYNN 11 TP24718 Vk, t3ulb Weathmatd RPVC,ax Ours 86+7-1 ` YI P .876 `,\GENS!;•'•;� � 13 Dwt SAGE 7700 SEquiv.ate or Equiv. 876 20 71SIRK Sdgrsg Block,Mara.3118 x 7/t8 x 4• Neopwa,Dura 86+1-1 � ��r.— .05V � `� No.58705 21 71704AK Selling Block,LG.3118 x 1-=x 4• Neoprene,Duro.86+1-1 22 WRAIC718 7118 D,aaSeal Spacer 7/18°LAM[ I.G.GLASS INSTALLATION FASTENER COVER (!3 w= 1�x 1-114"FH SMS Stafatass steel GLASS BEADING BEADING 28 #4265,6083-T5 (9#4254,6003-T6 O #4270,6063-T5 �. •.PtORVDI- C, 30 1 781PDX JAB x 1'(brad PH SMS Stainless Steel A LYNN MLLI.ER P.E. P""M f y MIAMI MIAMI-DADS COUNTY+' CT CONTROL SECTION 2 DEPARTMENT OF PERMITTING,ENVIRONMENT,AND '4, 1905 SW 26 Stet,Room 208 AFFAIRS(PIMA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA .rwW.mtsmidaar/nerw PGT 1(ndustries 1070 Technology Drive, North Venlee,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determine[ by Miami-Dade County Product Control Section that this product or material fails to meet the requirements-of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DEscltrmom series"PGT"Clipped Extruded Aluminum Tube Manion-L.M.I. APPROVAL DOCUMENT:Drawing No.6300JR,titled"Impact Resistant Aluminum Tube Mullions", _ sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miar&Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MssmE IMPACT RATING:Large and smaa Missile Impact Resistant LABELING:Each unit shall dear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:'ami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has bow 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. AD'VERTISENIENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 140A#10-0819.05 and consists of this page I and evidence pale E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.11-0922.01 d Expiration Date: May 26,2016 Approval Date: December 08,2011 Page 1 1� ,1 PGT InduW es NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.6300JR,titled"Impact Resistant Aluminum Tube Mullions",sheets I through 22 of 22,prepared by manufacturer,dated 08!29/11,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6443 (samples A I thra E-1),dated 02/28-11,and addendum letter dated 05105/11,all signed and sealed'by Marlin D.Brinson,P.E. (SubmdNed muleirprevious NOA #1"819.05) C. CALCULATIONS 1. Anchor verification calculations and structu ut analysis,complying with FBC-2007 and FBC-2010,prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-20 10,and no financial interest,dated June 06,2011,signed and sealed by Anthony Lynn Miller,P.E. 2. Proposal#10-1070-R issued by BNC to POT Industries,dated 01/07/11,signed by Ishaq I. Chanda,Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05,issued to POT Industries,for their PGT Series Aluminum Clipped Mullion—L.M.I.,approved on 05/26/11 andtp=ng on 05/26/16. 4 a01Perez,PJL Product 40ajp6l Examiner NOA No.11-0922.01 Expiration Date: May 26,2016 Approval Date: December 00,2011 E-1 SUITABLE FOR ALL LOCATIONS RE+�tJRIdG WON-IMPACT OR LARGE AND SMALL y1E.1�gAL NOTF� MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS AVN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE N ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION,TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION 19 UNIQUE AND SHOULD BE GENERAL NOTES^^ 1 8S EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD RUM IF USED. IMIyRUGHB____._........__.._1 s( F;;��" MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. �,rD�WC9D_««.....__._.2 a mw��'�e VAMFORVBRTICALRRAL ARON38T08E MUU-TO1X8MA8-- ,......2 a' M LLONSF / sEE=rAu BNpDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITIGa TO THE STRUCTURAL OF THE MULLED UNITS.MULLION ENSTALLATION NOTA._..„.„2 AAGASHONE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIECTLYATTACHED TO THE MULLION CUPS,BUT SHA.I. MIALTO MASONRY....•»...•..»».3 SHED$2-3 NOT HAVE A AAP OF MORE THAN 1!4°FROM THE CLIP. NEN TO STEEL BTIN). e 8 tAIU.TO NEA.L.........«............8 ANOHORSPECS .._._.«.«_s � �- ///�� S)THE ANCHORAGE VEMOS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNNW.OADS SIDING TO THE REOURED ALTERAYITAIE p�8„.... .4 DESI•IN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LNSIL THE 14 STRESS INCREASE WAS N0T 118Ep SAY KILL MBTAJATiOL..........4 IN THIS ANCHOR EVALUATION.THE 1 A3 LOAD DURATION FACTOR WAS USED FORT EVALUATION OF WOOD SCREWS, 1X .......... 2 X.128 MULL _e 1 X 2 X.878 MWU. .....,.,,.B 1 4)PROPER SEALING OF ENTIRE ASSEMBLY IB THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2.T8 X.= AA. M8PIM_.....7 SWORT . 1 X 278 X m MuLLSFECe..„.„_..e AE$ INSTRUCTIONS1 X 3128X ANM NdAL OPSC8._...8 8= 0 I I! I II / A 8)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE ol PRE HEET AND SHEET 21.FOR MULTIPLE UNITS, _8 Aft t X4 X�15�78 b%A�A. ..Y.�t1 4 IValI / YI � ONLYC ANCHORAGE NTUNITS A ATINEWHEN USIATHE DESIGN PRESSUREAND ANL�RAGETABLES.TLOWEST� ZX4X20MULLSPEML ME MW.L 13 MLLL M PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY LB 3TH MR 1 S8%& 1'E1 MULLXA2SP L1.8 .14 NWINWAL, &)WHEN FINDING YOUR SIZE N THE MULLION TABLES.ALWAYS ROUND UP TO THE NEXT SIZE SHORN ON THE TASMSI 30'X328 BAY MML 8PBCL__.18 OR VffrAP 48”X 3=8AY NULL 8PBC8.....17 LLL BORERS T)ANCHOREMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING ORSTUCCO.WOOD BUIM BY OTH IM MUST W EXAMPLES&CUP INIENSMN_.,.27 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION REBETANT LOADENS EXAMPLE9.......„-22 q Q AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT _ REACTIONS. PROMOTE� � S)REFERENCE TEST REPORTS:PTL•8445;ELCO ULTRACOWAGGRE-GATOR POAS;ANBVAF&PA NDS FOR WOOD CONSTRUCTION; MUBTEE AOM,ALUMWUMOSSIGNMANUAL MMWA/ I _ peT. &)MULLIONS AND CLIP$HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA � Q CODE.AND ARE A FOR IMPACT AND NON•101PACT APgdCATIONS.MULLIONS AE ONLYTO N USED WITH PGT-AWED FENESTRATION PRODUCTS HWVIXG CURRENTAPPROVALS. HORMIMAL /L hm2a 1%MULLONS ARE IN COMPLIANCE FOR USE M THE HVHt LGNGIN +WR@oNTAL NNG LenXNTN 1)DETERMIE THE DESIGN MMM MMMO NT tt nUFM FOR THE OPENING USAN THE ASM?STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE PENIEBTRATjcN PRODUCTS FRAME DEPTH. 3)REFER TO SHEET22 TOIETERMINE W T WIND LOADING 18"RECTANOW"OR�EZOOAL•. ADDITIONAL EXAMPLES OF MULL CJ�tRGIBiAT10_HE; 4)FIND THE CHOSEN MULLIONS H U4UAJJ tl CApACiTY OAMFM,FIROAA TABLES IA THROUGH 98A,ON BHEET88 TFROUGHI 17 PRODUICTRBV988D NORd.MULL RP.8PECTIVE.Y.USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT II INDNA IF T MULLION 18 SPANNING eE PP��wadm it -1 LENGTH h" I'- i0�� VERTICALLY OR HORIZONTA LYI THELO I [�NAMED SWILL MEET OR EXCEED THE!DESIGN PMWRE Bmwft— FOR THE OPEN O BTA MED M EP 1). A "Elm PROMIM SAME TABLE NEED N 8TEP4)ABOVE,FBm THE VA UE N THE NEXT CClUMBN THE By FOR VALUE REPRESENTS THE VNDLOA2 TRANSFERRED TO THE SUBSTRATE BY THE ANC.HO:$AND MIST MET TO A THE FIA. T NEIu MULLION Getz".IT ANGORCAPIO T�y� TOM ON THE&AME SHEET Am USING YOUR ACTUAL 8U88TRATE (MULTpLEy JI ANCHORf&EBTRATEIANGOR�L-�ATTERNMAYAPPLY)SELECT AN ANCHORO.IPPATTERNANDVERIFYTHATTHEREQUIRED �\ 0?'........ ••FSP ///� T_ ANCHOR CAPACITY E MIT. SINGLE!MULLION SINGLE MULLION 'I � FCERIENaDALauLL I 7)IF THE VA,%A, ri4 OBTAINED M THE TABLE E HIGMR THAN THE * NO.68T� O mm wm FOR THE OPENMa YOU MAY LEE THE!ApICHOR CAPACITY ADJUSTMENT f1DRMULA•TO OBTAIN ANCHOR CAPACITY REfXJERED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUESTRRATE '1 SEB DIRA8.8 MULTIPLE MULLIONS � ; lt�►j,, FROM FNGURE 1 ABOVE IS VERIFY THE DESIGN PRESSURE RATING(LBBJFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL '�� ''Q g(A (t 2' CAPACITYM OSTANED FOR THE MULLION SYSTEM.THE!LOWER OFTHE TWO SHALLAPPLY FOR THE ENTRE ARNFENESTRATION PRODUCT ASSEMBLY. //.t\ .......... . � N HIGHLIGHT OPTION USED AND TABLE VALUE&USED N ASPECIFC APPLICATION WHEN USING THIS NCA TO APPLY FOR A PERMIt'. i�jSPow, �`'�` A LMrwi&'1 P.E. FL P.E.&56705 e Q! DETAI A All Ima56 MULLION TO 2X WOOD BUCK MULLKXV ATTACHED TO 1X OR WOOD FRAMING WOOD BUCK AND MASONRY ATTNT �BEBUBLBBs IOB �'1 '�s (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) eYOTt�18I ::a i BEE NOM I BNBBT I. Is 8868"8878 I I ;.!•'`j•<• .. Im BTANDAt� .e .` I t "FMHM .70 1,00A d• 1 OONCMTEOR, '. "'"`*• L B'7WLLMAYBEm - I �DWANALtP-0a ® IMRNA�GRY18.108 .141BT1BM .° p. < �.180'MAX FOR °°d^ ! 1 � r � W ALLWLUONB a° °• SIDE e d p• °• e• p• '•° a •e e o WANIMAD OFPBET WLL 4. e A CI PMAYBELLL •' ,. .e EXTERN .4 y s e '. 8�1'ALLEIf BY FOR /.::;> A EXTERIOR ed Q a.. •°.e ° Y 9 TYP.ASR Is TYP.ANQHOR p'! Y& 8{ABTRA7E. Phi WBBTRA78• anTABI.�99.108 TABL681B-108 I LE an TABLES 1&108 mxmm Of81'AI� 80TABLBB pW 1&108 r AT7A18�17 ANOamollaym"..,a:=`!1'a'„•. •f:•J�:".�•« '"..��"•yj-'s'"s+'•..::'•1'•;•.'•i 'i,4 •�a••�.. • .'.A �'+i••..•A�r..,•��.., ..•I�`,t.;fir.r�'•.':�.•'r�' BYEEQNTOTE I. ATrACHMENT + • BYOT , GNEET I. BSBNOTEI. 0- w . 710EI6WVLR8' TB OR P, SIpEVIEW FRONTVIEW esty�qp�owl&t FROM VIEW Budit NIo RHIJALLATION NOM' 1)ANCHOR EENT TO BABE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPIEBBJTATION `- - ONLY.BECAUSE THE ANCHOR CAPACITY G BASED PARTLY ON THE ANCHOR TO ANCHOR DoTANCp,THE ``��' ��t�JSg• '' *�^ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. k INo.58705 3)ANCHOR WAD TYPE MAY BE PANHEAD,NOMAD OR FLATHEAD. _ �i��'' '- 4)WOOD BUCKS ARE OPTIONAL,SEE CIETAL C,SHEET 3, . Cfi g SII Fad B)FOR MASONRY APPLICATIONS IN M &DADS COUNTY.USE ONLY MIAMMMM COUNTY APPROVED ' %��•.. Ro..... . Elco uLTRACXXN OR ELca 114's.e.ACGCiREGATOR MASONRYAAIC}OF�• ........... �•``• A.LYIVNwbILL�R,P.E. FL P.E.#SST DETAIL E: DETAIL C: .� MULLION TO MULLION MULLION DIIRECTL��ACHED INTERSECTION NOTE&: � (STANDARD CLIP 3 � t)MAY BE INSTALLED W*TEE'OR"CR088° �� VAI INTERSECTIONS' @4 2)MAY BE INSTALLED HORIZONTALLY 13d TYR ANWIOR I (SHOWN)OR VERTICALLY. d sr BUBTRBv IL MULLI I SMITABLBB 18428 B)SEE U-CLIP DRAW M.SHEETS 18.20 8 YBB I I. TOp t FOR CORRESPONDING MULLION. ,">' . ALLEDBY I I BDBBOWTANM f �1 I• AMBONM y�..� I v ANC I j I I "I° m2BTEBLBaw^ e \� \� OR PMW)FML �UBEBAW ` EXTERIOR 4 ' EDU DWANOE o 4 PORMAB�Y ANOHORB •.,r ° ,I`04P •.4 TYP.ANtx(tEt •.a EXTERIOR BBE TmmI&= TYP. 8ffiBN F•• F / summm AND BUBTABLM 1&143 to ATTAO ROW FRONT VIEW � •ry ,a N BYORRBRB. a..• SWTABM mm 4 • .,,...� a•-4 ,�a'.. BtEat',. ••�. .�:.. 4.•; ,B•ta N923 WIDDNORBTBDRCMU MIN2.7 CROWABL@8 FRONT VIEW DETAIL D ; SIDE VIEW MULLION ATTACHED TO STEELSTUD 1NSTALLAM N NOTES: (STANDARD CLIP SHOWN) aTavDTURs 1)ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE ALL DRESSI 0G OR STUB. TYP.ANMM susem2)QUANTITY OF ANCHORS AND tl6QlAANDCWUWrWirNTNlIFLWWM MTAMRSIb®B 08ABOVE AREANHORToA CHORDISTAN Pt IRtOD=RBVI�ONLY. RY N�PARTN.Y ON THE EI),R 2 TO ANGOR KES O E,THE erIi;•2oFOR ® �doCORRECT QUANITTY AIS LOCATION OF ANCIi0R8 MUST BE FCLOWED,REFER TO TI E TABLES ON THE \\ �FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. \•�\ LDQAT"8)ANCHOR HEAD TYPE MAY BE PANHBAD,HEXHEAD OR FLATHEAD. 1 ulm 4)WOOD SUC S ARE OPTIONAL.DEE DET'AL C SHEET& �i,tli8)FOR NIABONRY APPLICATIOPE M MADE COUNiY,USH ONLY MIAM!-DADS COUNTYAiRRiOVED �ELCOULTRACnIVOttl1C01/4'88AtdtSiEGA7CiMAANCFIOR6. 0H ` aYFRONTVEW 1B \ ; IX 9A0XWWXrU8M ATTgDaBYOT 'fit: x.66706 AORu�wooDANm,oRe _ IDE VIEW 1)FOR 2X WOOD•BAC«ED STEEL STUDS.WOOD �i STATE ANCHOR VALUES MAY BE USED. moi;,(y'•.F�OpA.. Ui�?� 2)SEE CORRESPONDING MULLION TMLEB, SHEETS 8.17,FOR QUANTITY OF SCREWS. A LYIWIII��ER,P.E. FL PAS 68708 DETAIL F: DETAIL G. FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLI' BAY MULLION INSTALLATION Wild (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) � SNBD8TA38A�H, � s TOS s �''' e8DAY►oxa LLi d asnuON � O O � O O O O O O 0 0 O O TOP VIEW SIDE VIEW SHOWN WrrH l,xlrx.iw I TOP VIEW 1 MULLIONI EXTERIOR 1 t I I I Tvp.m msuwmya � Cb 1 1 1 SMTASL@8'I�OR138 STANILAR MULLtONq.I j TTP.ANOfIOt t MODMTOlRTFELD j T 11818• EXT�RI� �rl(VAN OUP. 2MM1ULIXSIJIMMUSTS8 MBTALuaot OFSAYMI= a,, Maation t ; II i m ii I I I m rxrx.iw ft t ANOLECLP. t � 1TSEINSTALR MULLIONe ND, 4 Q tINSIOSOPMULL I t I T".ANQHON Cb pm ammmm SES TABtP81&m /"y-�/ wwwom WGINOOD.8IH®, STANOMOLPTOIE EXTEI (/ BXiT t ALIM,CMUORM t• MODIFW98}p3�Ap, 1 Y exnmumm `rte �® ®� ALUM,CMU OR•MASOM 1 O 17� l 1 ROSS N =ANORPIER NONOR ey D --®--—--- 1{114111 96RANCHOi1E.B ROR WSTALLATION OPTION O&Hi ��Yl......... NOTES FOR INSTALLATION OPTIONS P. 1)USE 2 ANGLE CLIPS PER MMLION END.CLIPS MUST SE IdBBRTED IIT OF MUId oN. FOR HOLE LOCATIONS.SEE TABLES 1B-11B FOR ANCHOR QUANTI7168 AND SHEETS 18,E =*? 56705 1)DETAIL 10 NOT APPLICABLE FOR THE BAY OR 1.�°X 211'X.126"MULLION. �U,= 2)SEE TABLES I0-108 FOR ANCHOR QUANTITIES AND SHEETS 18 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 120 OR 138 FOR ANCHOR QUANTITUES AND SHEETS IS-2D FOR '• (( :2"+: 3)THE 2X8 CLIP 18 NOT SUITABLE FOR THIS APPLICATIOd. HOLE LQCAT x`'.,FL01i{ 4 '' � .;SSrONA�J- A.LWRM Wk P.E. FL P.E.#WMS TABLE 1A M9f09n Table ��1� OpeniftoTM7T81(br m2ngrre ra)or M(tor MAO* ¢' winwm TomRNWYO& eo18 eom tem 118 118 18918 Taa6,neam T 7 > a 7mp9tmm Trbm 9X2r>w+rnmre a 71.!28 LOOdbm L192>0 Laa6Dm { ►sa0ffi LaD6Dm usft Loft LooftAhm Lamm Labmeg RY en� y� fill, fill, I B h fill, 11111 11 11 11111 1 11 1 11 1 11 11 INN 4218 1119 408 120.8 882 on 400 118.8 Des 70.0 4M 1W9 881 8a8 408 1K A 818 821 408 900.0 816 05.8 408 100.0 819 40,8 400 OLD 818 80.9 408 101.0 810 80.0 408 ,00.0 810 4818 74.9 812 88.8 269 024 812 79.4 262 699 818 079 978 40,8 K 89.2 208 419 892 819 204 i.5 812 $19 206 016 812 81.0 241 20,8 812 019 204 WA 612 819 244 60,82818 889 201 709 284 822 281 WA 228 489 281 60.7 221 929 281 MI 292 90.6 21M 841 228 81.8 281 as 2W 20,6 f 281 1 40.8 DID 228 281 420 218 940 289 eel 219 3418 628 207 679 20? 19.0 207 a9.e ;201 1W 4ae190 929 207 416 108 282 207 824 106 2U 207 99.4 IN 21.0 207 80.1 108 189 207 $LI 188 WA NY $&I 188 8018 MA 200 419 170 Me 200 80.4 188 VA 200 81.6 108 260 200 98.9 180 219 200 27.1 IN 196 900 20.8167 W 100 28,0 168 8818 98.1M 869 166 18'9 181 90.8 162 28.7 101 20.0 148 247 181 20.6 148 10,4 181 228 160 18A 181 21.7 148 M18 28.8 186 a6 142 269 1M 20.1 190 248 IN 1 28., 188 %a 166 21.0 F1797218 222 1M 289 190 189 180 10.9 118 15.8 100 Me 119 7018 18.9 1M. 10.7 IN �.7 126 18.9 107 7818 1M 18.2 IN LL T 8 ANCHOR CAPACITY ADJUSTMENT FORMA, A71aIDor Ttd>te swan PTvftd (DPw)XC ANCFIOR CAP.,m m.,�-ANCHOR CAP._ AMWOUp m Ao*WIIpW 8n8.2moLpt66wI wmwU11mm 8n8'UmomGa6U6ree6t N4'�oU18ao0p 1M69gw OWmao 1,P88®ao swam $1281001 D91161u1 MULLK�VCAP..,,�, K t U IMM Ap26911w Benava O omolm Dow(" UBE THIS FORMU A TO OBTAINTtE'ANCHOR D2naD66 a lV r atm• r avr r aur r ava r oaa' CAPACITYREOU86ED CORREBPONb4TOAN andEdmod 1-67• 19x4• 19rs 1 I-IW t-14' 1 V4° /tr4• avo 2 1916 ,sR6• nme PRESSURE REOU NT•FOR THE K < or 1 OPONm WHEN IT IS LOWER THAN THE MULLION C. 4 Aammw t.t8"6018 a0., Or 06 WA WA WA WA MOOR 10 1 p 8M 1 CAPACITY(FROM Testi TAELE)OF THE SPEC nM ®a , 216 , M6 660766 tw 76098 tm D780Dm 2894 ,HBe MUIJION.RWILLYlE1Da11W+1BdA1MANCHOR 2aDaha6 om• rUA6Ab"b8 Millia WA LOA WA WA t4tA WA WA Iva 7180Ds CAPACITY MAYBE OILNOWIM 196 2M9re 44886 8929a 1M6e 9u 1 eA ADDTIlONAI ANLh(OROPT�PtBFROMTHE 2Anelmro t.t8•Mdb1.O.C.i 210 88086 WA WA K% Ore WA WA pba p t ODs 4M®° ANCF RCAPACttYTATKE. NOTE:FOR TTS OFFSET CLIP.UM THE SAME ANCHOR PATTERN AM AN*M VALUES AS THE STANDARD CLIP. TABLE NOTES: • o • • I)BEE SHKE'T 1�INSTRUCTIONS ON USING THE TABLES AND SMET22 FOR NFORMATM ON LOADING. re�U� 9+a9rlW O O 8EE SHEETS 2 a FOR GENERAL INSTALLATION MIErIaLXs. -..j I,ow t- $A NO t 2)LINEAR MT6RPMTM MWBEN MULL U:NGTHS ANDWA OPENWG WOO ISALLOWAME. 8)"I=AND MULLION came SHOWN AV NOT TOSCALE.PwEXACT OwNSION8.SEE SHEETS IBS. 0 F0 ALL MULLION CUPS MAYBE FACTORY AIS CONTAIN UNUSED HOLES MWMAYBE DRILLED W THE FIELD FOLLOWING DIMENSIONS&V M ON SHEETS 16.20. 2ow 111111! ANGLE CLIP MUST BE USED IN PAIRS. I T1 �� 4)slA97TlATES:CONCdtETE SHALL CONFORM TO ACI sol BPECIFICATKXdB. �Lo6a+aaro PRINFILT- LEp .1�'L � ..... FIGURE 4: FIGURE 8: FIGURES: YELLOW CONCRETE BLOT2(UNIT(CMU)SHALL M OMM TO ASTM C-M WOOD iiH&L W.P<t UrSTREAT� ` CENBS 80UT T1ERN AME WITH AN SG OF 0.811.ALUMINUM SHALL SE OMT8 AND BE AM WAiM OF.12r 0 0 • THICK GYM STUDS TO BE A MINIMUM GRADE 88 AND.048'TFC((18 GAUOU STRUCTURAL STEEL.TO BE AT 1•X T X A28.MULLION 11 I I • I LEAST'12r THICK AND A98.ALL ANCHORS INTO METAL SHALL WEND AT LEAST 8 SCREW THREADS BEYOND _ - THE MATERIAL. N Ct l) t ? By OF S1ONA16 A LYII Md.L`kR,P.E. FL P.E.988708 TABLE 2A M4ll�n Table �� OpenN Nt1dE(fot moefotre)or N (fa mulona) � Dol" Ml" 701m Bela BOl" tODb in 400l" Bal" �ag R traPele > ualf*- lh*- 88. v 17:22.578 t4edH0 lase to•@np taenrm umam L 14odl"eftewow AMmTuIw Loa0ll2 LRe t L loft Waft Sn 1 , 1 11 1 11 fill, 1 11 1 111 1 11 1 1if I I 1 11 1 11 11 111 111111d chin 17110 m 170.0 41111 1".3 584 t70A ae 1�.9 B64 17110 dm 11ae ae4 1�.6 818 100.8 e� 14B•B 617 90A 8B2 'MB.9 817 747 � teas 1117 e49 � 188,9 619 Bal 8811 1BBB 697 4Bw 1at.6 1880 ale 901A dot 1teA Ont 86A 110► 1087 4W Tao , Lass bag VA BOT 9" 967 ou 607 MA 896 RST w eao M 46.4 B07! 9BD Sae ado 807 0" ata -0011 1M.7 488 >u8 a7e *A 458 9eA 871 74.1 466 9116 Bay 946 40 SW aN 618 456 81.8 881 114.9 498 80.0 ,nBas 4Q6 80.0 � 97.0 40B 80.0 $� 1120 488 8110 868 fL' 04In MA 400 95.8 age HA 400 ou m 614 400 Tal 212 M4 40D WA 816 426 400 84A No 4a7 400 W 814 868 000 MA 819 80.6 400 $1.8 619 1167 400 61.8 818 Bola BBA 3116 85.8 1118 84A 824 81.8 1170 446 Sao 81s 2" Bae 881 4B8 IIBO 84B gay 4.9 W 31.1 886 42.0 2118 2U 11116 40A' US 28s 324 40A VILS 5116 4116 988 98N 68.8 W WA 884 44A M 498 208 BBA ON 49.8 E01 Me 1106 90.9 437 8BA aw 87.1 1110 88.8 48y b6s 1188 24A 8B0 gab 89D 19s 490 Sao 1180 18.6 Bee 88.4 '280 self 4B8 49A Bao Oa.O 1158 424 9II8 88A S7A Bal BBA 496 SM ant 884 268 111.8 ala 2a4 W 2U 212 fes m 2a6 1110 18.7 BBB VT 209 14.0 29a 27.7 II0a To In SBO 4411 57A 198 Bao } 1B7 48,7 20.0 190 a8A 9116 28A 1116 sa0 1186 28A 184 1B0 225 22.1 180 1114 = 1118 1n 14.9 m WA 178 11.8 82B 1118 1711 Ism 0119 214 220 m 2U 21.a fly 2>9 488 2u 170 lu 408 91A 187 17A 208 n6T 166 ta.s 202 1114 168 129 2m ta7 tee Sao 202 159 1119 u 1108 1118 199 lel" 2B9 182 4aB 1811 46A 0.1 109 aeA 1B2 220 184 n.7 184 AT 168 ta7 1112 1d1 167 1411 tea tee 164 11.6 1� 16.8 '188 141 192 144 w a9 168 lu 180 �• r sol" 18.6 144 19.0 189 *4 1" fe.t 988 9881 las TABLE?$ 6a Z Amhw Tobfe(If6 ANCHORGWACITYAWiSTMSNTPORMt" ILLLL - a6kI PDaa ANCl2•CAP.®®, Sfm9 NPm)X� ,oANCHOR CAP.®,, N ArdwCIpPvb Ane6ef 8N8'f9melASmf 174'63ee tAm44ea VWW.11ibmen jWgbOUkw a 1!4`88 WWWO IW99 W 8108W of88bot #099 MtI.1.IDN CAP.,,®e„ K aM50OW t0floW AM 8ompipp)Somw M emw po USE THIS FORMULA TO OBTAIN THEANCFoR �p4o91anoe 1r r a r r zvr r alar r a Bar Bear CAPACITY REOUIED°CORRESPONDING TO AN 144r 42/4• a 1- 1- 1- .n4' M1f4' 1.Bre t-6e ACTUAL PRESSURE REQUIREMENT FOR THE An0IMMM MAMWI "atm >+� OPENING.WHEN ITIE LOWER THAN THE MULLION a 1. ! me a P2A -w - mftms- CAFACffY(PROM THE TAS OF THE SELECTEDoil 4Af-Ala® Bmt. Mae 7808- BBDme 18a8me WA me 9981he �0n 4961M e9408 / me MULLION.IT MILL YIELD A MINIMUM ANCHOR a ' 1MA WA faA 7Rros CAPAC17YMMHIp9MAYBEUBEDTOQUALIFY a01be 248 mtb68- 1y0 177me 8700- m4 sasenr 5912- 9882- 21 4Do6- ADDITIONAL ANCHOROPTt 9Ft ATHE aFFS LIP. SEtR A some m Bbf m Bpmg ANCHOR CAPACITYTABLE. NOTE P THE OFFSET CLIP.USE THE GAME ANCHOR PATTERN AND ABHOR VALUES AS THE STANDARD CUP. TABLE NOTES: mov p p O SEE SHEET 1 FOR INSTRUCTION ON USI G THE TABLES ANDSHEET22 FOR INFORMATION ON LOADING. *m t SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --j tow f�- FEM it 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANINOR OPENNG WIDTHS E AIU MAKIL 3)MULLION AND MILLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DAM NS,SEE SHEETS 1M 1 y 1 I I 1 t f I ALL MILLION CLIPS MAY BE FACTS MACHINED AND CONTAIN UNmD HOLES.HOLES MAY BE DRUM IN 2•oor THE FIELD FOLLOWING DIM048tONS SHOWN ON SHEETS 1840 `��`{........ 6.. Ly1eNS `gip i ANGLE CLIP MUST BE USD IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3018PECftTCATIDN.FIDLLCNVAND GMWlf-FILLED a:n,' FIGURE 4: FIGUREL. p N 8 CONCRETE SLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED, f k: pin.88708 YELLOW SOUTHERN PINE WITH AN SG OF 0.86.ALUMINUM SHALL 13E 8083.76 NO BE A MINIMUM OF.12r = �C • p • THICK STEEL STNS TO BE A MINIMUM GRADE SS AND.048'THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT 1•X r X 378°HIAA IDid THELE MA AND AS&ALL ANCHORS INTO METAL SMALL EXTEND AT LEAST S SCREW THREADS BEYOND ( b L� '. STA A.L4&Iiffi j9K'%P.E. FL P.E.#65706 TABLE 3A ou-moug"wwTabboah 11010Wfla81(807 f�a11m018 0900811 ro f08a�ORd�0I1B) �it G 6O10 70 to sob 8010 mob 12Ob 140to 'MOb 1x2.75x PA* Tn> g hogs TMWTdmT47fTArare, T e• i .3T8AD1m tem L9 ►adW La44ro 100 R0 l 1Looft UNDO lid 1 fill, 1 11 fill, I I 1 11 fill� I I I I h 1 11 1 11 1 11 n 1740 0'm 170.0 488 170.0 744 ,760 479 ,700 880 1700 844 ""16" law" 1178 770.0 a" 170.0 1400 790.0 871 10.7 1001 1700 841 W.8 1801 ji fl01 of 1,1$ 1301 190.0 69, 4810 709 ,701 p7 1700 Do an am 1740 1760 890 -11,1= 170.0 681 181.8 1188 ,700 a? 1808 ttse 1740 m9 1,8.8 110 In* ON W$ 1189i170'0 NO 80.4 110 1740 MO 84O96b 749 17n0 888 1700 NB 170.0 est 70.8 17n0 BOO 1097 7760 778 1848 1087 1740 947 117.4 IOU 7701 768 97$ ion 1760 788 es$ ton 170.0M 704 1034 1700 Sae 170.0 70 1760 Sts tet$ of 1700 e9, 18&7 1 tone 807 =$I 790 10.8 9W 1400 714 1 961 9W 141.1 710 as 6r 1401 9r 841 BW 1401 708 O66 90 740.0 709 8001 141-11 788 tet$ 698 1171 7w 1808 811 1008 1 7=0 40 888 WA 736 IQUI 890 704 735 OLD 80.9 740 M 90.1 we ou 786 e1$ 04 1064 7116 81.6 974 40 788 e1.8 W4 e310 IMI 688 180.0 r0 to1$ we 171$ 861 67$ on 88.8 11R 907 as 961 ow- DO 888 809 681 s01 so 78.8 89B 801 ON 981 an 486 an 7611 891 801 ON 781 891 6810 1081 W IS4 ON 668 fir 9n, 811 70 110 MCI 801 Ong 6r 77.1 409 68.9 8r 71.6 480 1 a3* 8r 07$ 481 442 80 OL4 476 37.9 8W 89.7 474 301 8W 027 04 t� 7710 87$ 810 861 499 OLD 610 78,0 434 811 1 40 61.0 810 01 4% 4a.4 610 B8$ 4111 14U 870 840 408 .940 810 48.9 4002 M21 810 414 88D 910.8 610au 8 861 95 8xt 117. 47.8 M. ,@ 7870 ODA 498 74$ 400 r$ 488 31.7 4n9 48B 64.1 8r 981 408 40 378 808 466 441 0e 817 4819 as as 700 4N 0.1 80 70.6 468 360 8811 41.7 T807 8 488 0.7 86B J 1 r 9.4 p8 0 881 836 4� me 461 488 448 ON 441 488 M.7 NO 881 486 468 498 981 466 4116 37.4 874 94.9 4W 89.6 861 40.1 488 911 LLL 0010 111$ 841 48.1 480 81$ 897 88.6 488 769 for 81$ 900 98.1 897 48.8 478 409 887 401' 411 969 8® 48.7 as 19'A 847 M.0 488 14.6 877 108 � a 9801 8449W �.4 a U? 40 409 202 80.6 4r 0A 81B 21$ 487 49.1 814 10! !� 40.9 870 17,9 � in3 487 141 487 169 484 'G 98610 8u YA 77.7 406 40.9 4r 90$ 901 17.8 487 100 108 1 10.0 to K 11101 44.8 4111 99.7 197 +e1 916 16.1 tet tat 418 108 its t0 990{0 191 189 191 10 t1 T x 4 ANCI1DRCl►PACt71lAD,tItgTM�11TFORIRNA7 a Arro116T TaW9 ANCHOR CAP.®s.. �' t4xU (Op )X }vANC}IORCAP.® Aaopot7yytp 8118�aoU10som twowulaa085WE3f18•t8ee t4tfe4o0 Ve t6441 1 114'80 N18.19ao Ne 88 tibo tH0 B7eM i14811a1 019804et MULLION CAP.-. nx AI C P M. A 7 691M(3S 641w("amaw" U88 THIS PORNAIf A 10 OBTAIN THE'ANC R t+3- 11 94M 3-118° -7-72--Iv r atf? s at18• aar CAPACITY REQUIRED•CORRESPONDING TO Aro t 1�4' 1.914• 1.914' r r rue rue rue4• 1$18" oms ACTUAL PRESSURE REQUIREMENT FOR THE b a , OPENING,WHEN IT 16 LOWER THMU TIE MU M 700 t0A NfA 781 691 880104• 781 1W 981! OK 6m t CAPACITY M-40M THE TABLE)OF THESELC•CTW 4 GI 4116 1 80®11 880810 WA 8116 840 7 MULLION.IT WILL YEIAAMINIMUMANCHOR WA I771 771 WA PEA wa 86 197 MIN CAPACITY WHICH MAY BE USED TO QUALIFY AM WA -ft-t 1B6 448 649 t9a ZMrX &946m B914a MUM 2W. ADDR1O44LANCHOR THE Ar101we 1. 640.a 9w OTA WA WA 78A wa NrA 731 � �� MOM CAPACITY TASI NOTE FOR THE OFFSET CLQ,USE THE SAME ANCHOR PA rt8al A AS THE STANDARD CLIP. COQ VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 911 Ycr RRvvftFla6Bs No 1� O O • • • • • 1) SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET N FOR INFORMATION ON LOADING. SHEETS 2�4 POR GENERAL INSTALUATION NE8HODI 1RItii11/ E 3 2)LINEAR INTERPOU►TIOW BETWEEN MULL L EI GTHB ANDIOR OPENING tlMiDT H8 ALLCWABUE *N'- 64 LYNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DB6E�SWA SEE OEM IM 27 IVALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED �� aCEN3Lc �i • • • THE FEW FOLLOWING DIMIDIBIOS;SHOWN ON SHEETS 18,E FEES.HOLES dY►Y �tG LED * N6.58,05 :�C ANGLE Cts MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALT.CONFORM TO ACI 3D7 SPECIFICATIONS.HOLLONNND GROUT•FILLED * FIGURE* FIGURE& FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TC ASTM C•80 WOOD 811ALL BE P •TREATS, ale' YELLO1ttSOUTFEFBVPFPEWITH AN800FO.68.ALUMINUMSHALL�8 T8JN1n�AM64B4UM OF.1� i(� 1STIAM" O THICK STEEL STUB TO BE A MINIMUM GRAD 99 AND 048'THICK(98 GAUGE).STRUCTiAtAL STBEI TO BEA t•X&76'X 878.6&11 LItXi ��i��C` '•.FLORtOP. rT •� LEAST.125'THICK AND A98.ALT.ANCHM INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAD$ �i S •.` THE MATERIA[.. ,SIONAI �`G;• A.Lt�(d i M(LtHR,P.H. FL P.E.#WM TABLE 4A mumm Ca Table MWA opnbwWtdRh{F0r ex8ioa6)ar aqpwmn W ht(tr MUM-) ql 80X1 INDIA 70h Cin 0DIn iWh 170h 14DBt "0111 1x2.78x R4ekegtlar Ta7174m10 1X111 T TttNTA1r>y 4$ ANAlum. LaeanO Lmatp Lmmg Lam taa�7ne L-ft >� LomBq k Y Tolle h fill, I I I 1 11 1 11 1 fill 11 11 fill 1 11 1 if 1 111 1 1 i1If 1 1111 111 H 11 # 111111 42h 170.0 BMW 170.0 488 1760 744 1700 478 Inc M 1709 609 170.0 eo2 40.0 618 1700 1118 Inc am Inc 1240 1760 Wt 170.0 1489 t7o9 - 180.7 1WD t709 ail ml; "mairml 821 48h 1709709 170.0 840 Inc BW 1700 860 1700 992 1700 680 Ma 1188 1760 691 170.0 12M 17U 677 1700 1417 1709 WO 141.7 1417 1760 Wo 121.6 M170. 17 0 680 1069 1417 1709 an a0926h /704 747 1768 W9 Mo B96 170.0 681 1700 1019 170.0 W6 1740 111N 1760 728 16ae 11W 1760 PF 1468 1488 M01 789 liftil US MO I 7W 1100 I= 1700 M 91.4 qBe f7oD 7W � 3 6011 1760 797 1760 912 1760 eW 1160 Wt 170.0 1116 1900 70.0 1x67 1180 1704 W0. tsa9 1180 170.0 687 120e 11W 1704 ace 100.6 I= 170.0 set sat 1180 1704 961 76,3 1180 1704 8111 � i6O: eoh 170.0 eW 1760 701 140.6 918 1624 761 146.6 616 144.6 m 109.9 910. 182.8 786 as 916 129.9 710 07.8 919 1166 74D 789 916 MA 718 as 916 114A 718 60.9 916 MA 716 ash we WD 1619 710 1289 WO 1886 694 1W.8 890 1244 BBI 90.6 WO 1122 s70 604 WO 100.6 602 76.9 880 99.4 BW 90.8 680 949 808 0.42 NO 60.1 W 4'7A 980 90.1 B68 Wh 1921 767 Mo M 1100 7W 1199 W9 7B7 100.8 Bal 828 7588.1 614 764 75s0.1 600 899 7& 80.2 600 a" Tai 799 698 479 767 784 Wt 419 767 782 of 7211 1m.7 an 1088 964 848 eW 91.0 660 7 WB s0./ WD ono 899 719 621 666 88B W9 aM W.9 M 628 808 424 WO 679 600 80.8 666 86.8 M7 M.8 686 W9 497 76h 886 671 904 4W 721 671 768 as 9.4 479 66.1 60869 479 4s9 871 60,11 480 489 On 89 40860 WI 0.0 481 80.8 671 40.8 447 As 671 44.6 468 P 1811 000 844 80,4 414 667 642 768 466 87.1 812 1121 4W W9 894 60,7 448 46.4 842 61.0 449 460 w 47.6 487 899 1142 as 429 gas eM 4011 446.0 644 461 474 9018 821 4W 887 set 464 407 40.4 879 407 s99 840 ou 4D7 0.69 666 aa9 4W 0.21 8W 48,0 4aD 488 814 2L7 407 481 827 1611 407 241 87II 169 0260 819 9810 40.0 968 47.1 M as BW 87.4 814 807 806 MA 0.W 2.8 86B 289 804 268 m gal 800 219 8W 240 299 17.9 M 21.0 •9m 968 M 10.2 496 X 1Wh 80.1 aes a" m 261 2119 269 461 414 tae 229 867 tae 2W me 204 167 2W M.0 260 161 Lr LL 111 h 47.6 2W Us 261 1B7 M e 488 1611 W =0 266 17.8 9V 199 481 16,4 W 166 229 140 h 424 920 229 188 429 169 2M 167 2W 162 202 X 4 TABLE 4B ANCNOR CAPAWff ARJ NT RORhI(ILAt Anabw Table 101CAP.,,,m a9loem m" (op )xt %-ANCHOR CAP.m AMMOO pabomAmAet &te'maotslmml 1,a^e11oouat4oml Ulm= aMe'mo6ualae411 114°mvotAXawO 1w as mm ww mao u0.ee mo mow 6a s" 0191x110.1 MULLXx1 CAP..,,,, I I�L L Agpeftw I>umam air emeW("Saw(GO)6oaOlroo USE THIS FORMULA TOOBTAIN TF•ANCHOR E Cmbtame a v a a 2-w r 2-W 3.116' a• 04r 666• 6.s2s CAPACITY REQUITED TOM Rm64�p6 1470.° 1464 14W T 1 I•Iw 14vs MW' 1• 2' 1-w 1.808° este ACTUAL P �F FOR THE a w Wo r OPEN3V0.WHEN IT 08 LOWER THAN THE MULLION amaNO 1. o0., abeq� CIN, WA WA �M CIA WA INA es 1120me CAPACITY(FROMTHE TAELE)OFTHESELECTED aAtmma®a"aIDl. Wu6 , 2m t6W 1888am 0.0M WA leo 6'6 880 2184®0 W0. 11'2Das MULLION.I WO.LY•LDAMINMIUNANCHOR 2Amemm 040'WA ! Xae v0.Amm.f 674 WA X.A INA PTA PBA INA WA 7%8m CAPACITY WHICH MAY BE USED TOQUALIFY tAa tt 1N 1W 4WBw 446m8 Who 1Wan 140 177064 8701X6 982 60.0 an are ADDITIONAL ANCHOR OF'170IR8PROM THE 1• 0.w INA WA 724 INA 1 9s INA INA WA I MA 184 81011A 420x,4 are ANCHOR CAPACITY TABLE. PRODucrRavmw NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD C.P. CIRCLED VALUES ARE USED IN THE EKAMPLE ON MEET 21. whbym p 1 URE 2 TABLE NOTES: Amb a N9 1� 1.000' 7 O O • • • • • SEE� O �TION�TABLES AND BHMn FOR MFoRMAnoN ON LOADING.EE 2,qRQ 2)LINEAR NVRPOLATION BETWEEN MULL MOTHS ANOM OPENtNO WIDTHS IS ALLOWASEX 1111 t 11 I, 3)MULLION AND MULLION CLIPS BROWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE BHEET818M. 2.780'ALL MULLION Min MAY BE ��'��:•'''1K;EPt3 'i • • • • FACTORY THE FEW FOLLOWING DIMENSISHOWN ONOAND S�S 18 NN UNUM FILES HIES MAY MUM M No.887 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATE•CONCRETE SHALL CONFORM TO ACI 301 SPECT ICATION&HOLLOW AND GROUT44LLEDCONCRETE - ,,, FIGURE 4 FIGURE& FIGURE& SOUTHERN PINE P�WITH AN 00 OF MU)SHALL OFA UALU UM SHHA.WOOD SHALL 69 AL1 80 AND MINIMUM C 1F PRESSURE-TREATED �} f .-D'tt o�q •.'tv THICK STEEL STII06 TO BE A MINIMUM GRADE 33 AND.0448°THICK(1S GA)GE).STRUCTURAL STEEL TO BE AT .'o` • • O • • THE LEAST-12V VITH AND AX ALL ANCHORS INTO METAL SHALL EXTENOAT LEAST 3 SCREW THREADS BEYOND V X 27T X.l�MIALIOA7 �� 5'•.°[ORtt>P. S/ONAL A.L' MIIWk P.E. FL P.E.#88708 TABLE 6A Mullion Capeow Table dhamy (rbor 0 tlol0ore)a7 He bt(fw md1cm)RooftVAff 4010 4010 7010 4010 eotOD10 90010 140 10 180 10 Tri to Rem >r T00JIXmg ' TMWnms1`x8.1L�0 LoP Leg ImmLd kelum Uaft I=" Loft I-" Lo L-00 L"ft T@@M a 111 111111111111 111111 11 4710 170.0 800 176.0 486 170.0 744 1704 478 170.0 840 w"I 608 170.0 We 170.0 612 770.0 1118 170.0 821 190.0 7812 170.0 641 170.0 9488 170.0 821 170.0 9796 1740 671 180.4 1607 170.0 001 4810 •1740 768 9740 874 40.0 1740 689 1740 899 1740 880 line 1'187 1740 681 170.0 9778 1740 677 1704 1417 1764 080 107.7 W? 1740 MO 766.1 1677 1740 MO 1947 1077 1740 MO MtBZ810 170.0 947 1740 409 1704 MB 1740 081 1740 1008 1704 404 1740 712$ 40.0 788 1740 IM 170.0 712 1740 1400 1704 7M 141.7 1408 VU 7M 127.8 NO 1740 740 iM9 14M 770.0 788 M-W 8410 1740 M 1740 812 40.0 BM IM0 401 1740 1110 1740 780 Me 7775 1704 M8 180.7 1401 1740 w 14U 1401 170.0 MB 174.8 14M 1940 Mt In$ 1401 1740 681 08.4 1407 IM. 681 0010 1740 OM 1740 701 1740 1000 440 707 100,8 7168 440 we 1849 1740 iw.0 sme 1228 /140 1640 877 IIIA 1140 999.7 me 978 1168 140.6 Me 708 1168 144.8 008 40.4 1140 MU 409 MN 1740 890 1740 748 "as 1009 1740 400 1970 1000 t8g6 M 1148 IM 141.7 BOB 140,8 IM 1920 886 9g9 1008 1006 = 748 1000 1188 = SU 1000 lige 818 a" IOM 110.9 898 4010 lege ON 440 759 1880 O 121.8 404 ttat 086 128.7 7M 1008 9M 127.4 776 928 940 1126 740 404 940 1004 767 820 OM age 749 40.8 906 K7 948 Get 088 849 948 � � 7741 1286 009 190.8 107.0 408 1148 sm 918 09 101.9 = 648 008 913 669 71A 408 894 W 643 Me 7a8 012 OU 408 727 897 469 908 40.8 9 441 008 M.7 eV 7800 I= 721 114.1 820 01.0 721 07.0 878 78A 771 MI MB 408 771 MA GO 80.9 721 741 689 604 -771 80.4 NO 468 779 �40.4 eM 40.0 921 8g8 404 941 721 88.1 408 vQ mt.0 404 "" 409 81,7 404 88.4 W 922 am 7BA 676 Sgt 404 79.4 807 MLI 404 80.4 600 MA ee4 40.9 401 d21 MO 60.9 841 WO 404 67.8 W 819 409 60.6 Ma 9000 88.8 940 07.0 80.8 914 078 4ae 4TA eta 40.0 440 MA 814 MX 689 40.8 914 46.8 G.7 820 614 979 491 27A ON 820 412 W 614 90.4 008 009 900 220 409 4010 60.2 467 40.7 404 408 487 47.0 080 8g7 .� 40,9 See ou 467 8612 880 941 462 82A 808 77.9 462 948 878 129 m 288 940 194 467 20.2 Me I" 482 228 578 10010 8g9 887' m see 81.7 987 829 817 773 867 40.4 812 989 W 26$ 009 21.1 W 227 409 124- W 209 740 168 W 1&0 790 1g6 007 18.8 w .119 867 184 m 11110 58.1 SSB 80.8 840 8g7 898 801 901 76.0 988 98,1 008 27.9 840 00.1 402 t8.0 889 20.8 128 174 840 10.0 1754 148 988 ig8 798 179 838 10.8 779 114 ,898 784 740 a� p� 17010 77.7 409 29.2 240 78.1 2g7 � IRS 240 00.9 240 tt9 189 1&1 2 1g4 2 188 = 184 W 14.9 198 11.6 2 728 200 ee 11.4 240 g7 2e0 104 007 V X a LI •:TABLE B A1Mhor Table ANCHOR CAPACM ADJUSTMENT FORMULAt k g51 ANCHOR CAP..m®. ( -)X�MUO CLAP ,-ANCHORCAP,_ LLL An &Cap Pe86m6 mww ww 40°x'0°' lwmouftm fto ow w o190aeetl iw Bao t00mao wee-omr mw w ss m" 610 fto a12 stet softel USE THIS FORMULA TO OBTAIN THE"ANCHOR 0 AAgesetar tlmaw(7iS sotas(�setaaNeS CAPACITY REQU1W CORRESPONDING TO AN r 1 & r $-w 4 a1,a anwe ACTUAL PRESSURE REQUIREMENT FOR THE REMexaemreu 1ma r 1 t,a^ t 114 1714 1k r 7598°"°40 OPENING,WHEN IT IS LOWER THAN THE MILLION agttallao®1.ta'BetL 8teo�6 09 70089 WA WA WA WA 90009 WA wA 1'�Ot/ CAPACITY(FROM aAOGCA 9'YBtQC.100718At6pe are 70088 et/ 1 -MOM 619 60009 WA 8n 03881 Moms 28008/ ft t MULLION.ITWN.LYIELDAMIINIMUA4ANCHOR 9Attdtate®0.48'Min bd0 w ADsp.�. a WA WA WA WA WA WA WA 164 674 IT IONALCAPACITY LAANCHORCH YBE USED TO QUALIFY OPIUM F THE I Atmlm,i�-OAP M: 19800 18848 7ffi OM 896 Won t 6p 6n 640 ®s M2IE8 691@8 986 710698 MO®e ANG40RCAPACITYTAi LF- 7A0081t/ 1.7a'RUL QQI 20088 00068 WA WA 78001 A WA WA ffl 42788 MOM NOTE:FOR TiR OFFSHT(:LIP.USE THE SAME AN PATTERN AND ANCHOR VALUES AS THE 8TAMM0 CLP. Cab B N 1 E TABLE NOTES F�1000'•H No • • • • 1)SEE SHEET 1 FOR INSTRUCTION ON USING THE TABLES AND SHEET 22 FOR O;ORMATION ON LOADING. O O • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 19tltitl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AJOYOR OPENING WroTI18 19 ALLOWASIE '�. S)MULLION AND MULLION CLIPS BNOWId ARE NOT TO$CAL&FOR EXACT 0000ONS,SEE SHEETS IM ��` •'JCENBF • • • • ALL MUM CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN � •*�� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1820. 68706 ANGLE CLIP MUST USED IN PAM. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 301 SPECIFICATION HOLLOW AND GROU1:FILLED �' F92URE 4: FIGURE& FIGURES: CONCRETE W=UNIT(CAU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 1 j YELLOW SOUTHERN PINE WITH AN 8G OF 0.86.ALUMINUM SHALL BE 8089.78 MID BE A MINIMUM OF.125 a « O�f : 4[/: LE STEEL STUDS TO BE A L ANCHORS GRADE 82 AND.048'THICK(18 OAUOE)STRUCTURAL READ TO BE AT 1"X8.126"X 6'MULLION ii� STA �i • •-_' THE MA CC AND Ate.ALL ANCi0R81NTO METAL SHALL BXTENO AT LEAST 88f2tEW THREADS BEYOND (1' 'i'�.S•.4�ORIOp.�(q�� TERIAL IONAL ..�`. A.1.)u Wt�'R,P E. FL P.EA 88708 TABLED MuMn CepwIV TaW f§37n OpeningHolww Pam"mt s) Nto mto 70to 60toI ib I INA 11101A 140 In 180to T @ 1 Tt 71w= g TfBpdfd l• SXY 14 AkMTW* LeWO L Lo tB Lw*4 Lmtmlp LOeitO Am6hg LOa� Ltlmmp IgpQtty Imd'i0 Let�y Y 111, � I s 1 11 111111111 1h 1h 1 1 1, 1 1h I if If 11 II if 11 1 1 11 11 11 if 11 if 11 ][ 11 if I IIIi- II if 11 11 11 if 111 111 42to flap m 170.8 'm 170.0 744 a" 478 170A 898 fl0A sas flap on 17a0 I me 170A 1118 170.0 m1 1700 1210 I 1703 841 1760 1M 170.0 am 1463 1489 17x0 61 1W.0 14M a" 891 48to t 1700 708 170.0 624 flap m 1700 684 1700 M 17" 880 170.0 1189 170.0 891 flap 1278 1700 971 NICs 1808 17x0 13n 1808.TMO 880 111.7 '1809 1760 880 0.7 I= 1760 880 Zin 170.0 747 I= 688 1760 888 1760 681 170.0 so 170A 894 17U 1198 flap 778 1061 1288 I= T47 140.8 Isms Mo M 117.1 1486 fl0.0 768 700.4-1986 1960 966 07.8 19W 1760 768 � 6/to 1700 797 1760 819 170.0 966 1700 881 1700 119 170.0 784 164.4 IIMM 17x0 am to.2 110. a" 887 im 19M 1700 1US 0 1185 I= 881 802 1" "Mao 891 772 1165 flap 681 Soto Ma 888 Mo 701 fl8.7 1049 1760 7W 1420 1014 Ism 889 11m./ 1002 146.7 816 1112 1019 1383 801 100.0 10{9 1802 .4 '00 148.1 750 713 as MI 799 693 1002 =I 784 Soto 17Q0 B80 flap 748 1612 989 U&S 818 1258 992 144.4 M 1154 ON 161.0 959 1003 0 121.4 788 50.7 on 1143 8 W 1084 740 643 929 1060 744 88.7 0m 108.0 744 80to t684 047 1700 788 W.8 907 1460 969 1151 907 180.8 789 1064 907 117.7 769 01.0 947 Io27 785 827 9W 1022 A 047 90.1 I" 651 807 960 711 '81.7 w 960 711 1219 1920 849 "a? 789 "u 949 1213 744 9 A 6N 9008 709 84.9 848 *A M 766 849 957 6W 873 00 849 5 809 768 M 483 800 72.8 � 443 948 79.4 as, 7800 116.6 789 190.7 988 983 7m mae em 8R.6 769 Sao e4B 7" .762 80.9 629 60.2 762 742 820 673 7m W0. 1 M 828 em 413 780 828 999 861 7e4 894 M 980! 106.0 780 11.4 884 69A 740 943 0.!1 793 720. on 908 68.8 760 74A me 68.0 724 951 691 884 740 MA 3 780 873 W8 SL2 790 60.8 QW 58A 721 68.6 686 � 8081 88.8 Be 71.8 454 S8.0 640 80.7 474 40.7 648 m3 469 493 808 47.1 488 3" 609 425 462 no bas W3 0 648 a" 498 269 Go 821 490 91.9 648 Sal 428 � Q 9918 W3 478 N.9 497 473 478 48.7 419 40.8 478 482 4ts 858 478 0.83 408 813 478 80.8 400 25T 478 890 0 478 WA 888 903 470 X.6 890 17.9 478 242 WB 10801 '4aS 877 41.1 841 ao W7 843 896 40.9 37r 80A S80 484 S77 263 9II6 22,4 877 24A m1 961 877 9" S W7 IBA 810 14.4 W7 17.1 SO4 11119 8X1 8W W.8 840. 9 9W 813 918 283 473 . 809 966 W 420 306 *5 8W 20.1 4 867 17.4 290 LLL1 LL 10b 993 806 983 4r9 90.6 90B 84.1 2m 41.0 806 01.7 sW 183 805 102 w 158 900 173 488 '49 14401 fl.0 019 17.0 In TABLE BB �td " 9 Arronor rants ) ANCHOR CAPACITY ADJUSTg6HT FORMULAt _ k 2 58« FMWCMu r (DPm)X( C_p* -ANCHOR CAP..® `9 AtldarC8pPe8am6 A1fe6or amrMomam iwmmmvm0ummon 5waw 3mrm0owmm u4emtm=mt 1FP88eme&We" 1!B'88ems #108M812 0/90190 U80THI8FC4MULATOOBTAIITHE"ANCHORA MieBOr Damon A 9Q'taa(f eeolm(8N 84mM CAPACITYREOUIRE0'CORRESPONDING TO AN r 2 Z 81A' fl 2170 a 7 &ve' r Ur Baa° ow ACTUAL PRESSURE REQUIREMENT FOR THE 1017 1;Y6' 1 1 mw 1-w 1• 1.1/4' T mr -I-w- 1w OPENINQ WHEN IT 18 LOWER THAN THE MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED OAtghal6® as/8totta9� 8k 70000 t6o0t MO x ®e W0. sm ab WA f 9Wf 112Bma MULMITWplYIELDAM8VIR9UMANCHOR 8 (SLwwmamIstmtdmdtfitt�, 1400mt WA WA 760Iee ONA WA tm41W Waft _201W" CAPACITY WHICH MAY BEUSED TOQUALIFY 4 sr as/CP86At129 l les lame fM me 8088 I as Ore m8 909Wme 1m8me 23840• 804 86902 t�mt ADDITIONAL ANCHOR OPTIONS FROM THE 8 2Rt,=/t1)gdArdea e(PS, i m9 INN imo 2400®0. 9844ffa M0 54o N01 1140 1+849• 17m m9 Ma Brame Im" Isse ANCHOR CAPACITY TABLE �1 7L0$114ai 190th 4 Q46 Qa/t6C8p,B4oVrABfm. WA WA 11tA WA WA BNA WA WA WA WA WA Pot BtdtdfOBt�de 4 ®2�'8ffiaC.IP42fp 860 880ma sBOms 706 fes 47600 m WA 803 Ome ana 008 SI89r 428fM 880fea Aoot> me No 4AnWom 1.16.8NaQa/ �.9X 0.p Be 708fat INA rA WA WA WA WA WA 8m 09 Sams 1 pp 1' NOTE THE OFFSET CLIP,LlBE THE SAME ANCHOR PATTERN AND ANCA VALUES AS THE STANDARD CLIP. FIGURE 1: PIGURE Z FIGURE 8: FIGURE 4: FIGURE& FIGURE& TABLE NOTES: • O O ° • 0 O • • O O • • • • • O • • • �1liilff/11/ f)SLE$MEET 1 FOR I99TRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEB SHEETS 2.4 FOR 006-AL INSTALLATION METHODS. ° ° ° • ° ° ° ° • ° ° • • • • • ° • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS Am=OPENING WIDTHS IS ALLOWABLE, 4 W1 No,88708 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR W=DIMENSIONS.SEE SHEETS 180..ALL FIGURE& FIGURE& FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY 8E DRUM IN THE FIELD - • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 20 • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI I�ECIFICATION8.FOLLOW AND GROUT-FILL® 1 � ��i0 .00C '•.,F�Otn�P•'��` • CONCRETE EUNIT(CMU)SHAD.CONFORM TO ASTM 0-80.WOOD SHALL BE PRESSURE-TREATED YELLOW ANGLE CLIP(FLOURES sag)Must BE USED IN PAIRS, SOVIIIHM TWITH AN 86 OF 0-61L ALUMINUM �09 SOMT5 AND BE A MINIMUM ATHICK� STU TO BEAM9 IMUM OE ArtW THICK(18 GAUM 9TRUCTURAL TOEBATLE .ITHCi ' ,1110NAL�,• 1°x4•x.IwMULUON A.LYN1dAANLER,P.E. AND A9&ALL ANCHOR INTO METAL SHALL EXTEND AT LEAST S SCREW THREADS BEYOND THE MATERIAL. FL P.EASSM TABLE 7A owmbmM•Ibx T•bla �� WIssG(1uvWft*spamNr mufts)•rCp" Heylhtaor ) @ Goin eotn 7010 Goa90In 10010 1x10 1ao10 "DIN � 1x4x.89'8 1 L71wft h L 6 T 7 tiaylfam2. a Ahm TOW 11 - I ___T--_ mom" �$aG 1QpG' ,pnp3 y$E$ 1($�G' L-ft Ifill, 1 ,71 $� 4210 1f0.0 e0 170.0 00 170.5 744 170,0 478 170.0 86 I170.0 we 117to GW °0A 619 fm lite 170.0 811 Imo /mN 170.0 8a1 1740 146 lM sal I70.0 I 1788 170.0 WI 190.0 I/WB 170.0 Wl 4010 17"1 TW 170.0 814 110.0 00 170.0 SH 170.0 W2 170.0 WO 170.0 7188 110.5 W 170.0 1878 170.0 W9 MG 1417 170.0 M 170.5I 1700 I 170.0 I WO 170.0 I= 170.5 00 181.8 20m1 a" 880 80pffi10 170.0 947 170.0 W8 190,0 BW 190.0 881 170.0 1018 170.0 W4 1740 1198 1700 918 170.5 180 170.0 747 170.5 149{ 170.0 9W 170.0 17W 190.5 T6 168.0 191e 170.5 70 18&6 1819 170.0 786 a10 1700 7W 1900 818 170.5 o0 Mo at rm 1116 IT" 9a 1700 1878 1700 as 190.0 1434 170A 1740 10a 170.0 Wa ou 19a flap Wt 1W.1 t9a9 1740 Wi Inc l7a 170.0 m a10 1740 W8 1740 7a 1940 108 mo IW 170.0 me 970.0 we me 1417 170.5 9N 170.0 I6a 170.5 eee taae 1818 1740 I= MO 1018 170.0 IoW 111.0 tela 1740 WW W2 we ft0.0 /o6 tttAAADDD555 0310 1740 WO 1740 740 170.0 11" 170.5 00 1740 1801 170.5 W MO 14W MO 1010 16.7 9aa 190.0 IIB 141.0 tag 170.0 it88 N7.5 1848 18&6 116 100.7 t8Q 189.5 1tW 80.1 tat tW.9 11W W10 170.0 W4 1740 7a 170.0 11a 170.5 eoa 1740 am n40 "02 tap 1478'170.5 1W6 1440 147a 18&8 114. tae8 1492 1WA 1190 w7.1 �Kl2 1470 HW tr1A laa 140.5 110 60.9 143 16.0 110 � �• 7210 170.5 1068 170.0 WB 1740 1W8 170.5 109 16.6 1840 188,a Ila 18x0 186 148.5 1� 117.0 m IIA 106 IOU 128.0 1049 80.0 1870 IIIA IM 78A 1680 119.5 Im eke 1820 110.5 toga 7881 110.0 11W 170.0 a7 149.5 1184 1a.{ 1019 120.0 41a 980.e a0 9122 1184 128.7 878 68.7 11" 110.3 980 80.8 11a tW.B Oa 749 198 W.8 98G 80.1 1184 891 Wf W.1 1'N4 928 948 7810 Ism 1181 1740 9W law 1180 1q0 8e6 I"'s 11a 14.58 907 106.8 /130 1148 Wi ou 1120 1W.8 818 0.0 Ila 08.0 806 02 I= 89A 890 0.5 Na4 80.8 891 M.9 1184 882 W6 P 801n 108.1 BN 111.8 76 OD.1 Ba a.5 TW 79.8 BN 60.1 730 WA 844 78,6 712 841 644 8&e raa UA ea 61.4 W8 6A 8" 0.9 We as aN 840 86 Gaa •N 47.7 Wb W10 a.1 7p 91A 8W 742 712 792 e8,8 7W W2 8" W�7 7tl 6.e 831 49.5 74a 80.9 W2 44.8 748 49.8 814 W.1 9@ ao talo etA 704 aA 1090 87A 748 W.5 ba 10010' ae 80 83.8 8W W.1 68 W.6 881 4l7 m 4ae a8 80.1 66 41A 60 ae e0 WA 46 9/A 8a8 as 482 6.I 86 88A 481 28.8 66 ae 472 10.6 see 367 4W 11110 WA OG 6A 8W 49.0 66 49.8 010 412 419 4W 840 86.0 080 820 GW 842 478 a.9 86 21.8 407 80.0 M W.1 489 soe 6a a.0 448 18.0 BW 84A 440 )( (� 10'281 448 478 444 4W 80.0 470 89A 428 ffi8 470 89.7 490 28.8 470 860 414 254 470 KS 40 220 498 49.8 .100 18.0 478 21.1 SW 18.8 478 147 OW t4A 470 172 891 a 1"10 844 890 947 80 22,0 880 42.4 a1 70.9 880 10.8 aW 148 880 17A 9W X Q TABLE ANohw TetNe(m•y AncC+cRCAPrCmAoursTrs•FORa�n.a: � apt aNCHiOR CAP.�,,a LLL pW0 (DP,p)X }-ANCH-G CAP.- A L Amhar 2MS E1001Eeeaa 1/4 Faaoilaaae N7t Elco 8118"law w mW w Im t 171"It8 E10D ater m00 tre't18 9400 0fo 8iet7 m ew 8428180 �ULi.IOPI CAP.weer ArohWCEpPtl�ne , t A I1m4ort0e} � � LWGETHiSFORMULATOOBTAINTFE%WCI9DR Nn r 2VP r a r a r mua" r Gua• z oAe° o er CAPACITY REQUIRED"SING TO AN Embe•r•nt t.srs• tare• I-W 1• vi-W- 4-or 1• a1w r t4ta" ACTUAL PRESSURE REQUIREMENT FCR THE t or G� OPENING.WHEN R 18 LOWER THAN THE MULLION 4galen / CAPACITY(FROM THE TABLE)OF THE SELECTED tPq 726 709 me 2re t4 the me Ira WW Weme BW me HVA aft ewm9 IMPA MULL=.ITWILLYIELDAMINWJMANCHOR 8A10dmaa®%IVMa .a/ � 9a 54000• 111.5 euA PWA 7W me WA W81 IVa 18am0 IW02re Wft CAPACITY WHICH MAY BE To 4 ® as �m16an�el�2e ek 780 m0 eooflro t7wa• saes 7Wuee 1 eq 910 taama M•12• O0e was Imes ADDITIONAL ANCHOR OPTIONS FROM THE e ® as �2asaagoe i1T0 1170 me roam. 4a02• a6Nme are .tome It4oara t4ame tom, sae ml We ms mom, tW6me ANCHORCAPACITYTABLE. PRODUC7ttBVJp aAnOmn®446 /U41Ip1008 nmm 9� wa Gra Ila Mw 1M WA MR Era Iva Ira Iavaa• as-11�withommow a ®ssa" aa/ t�ak as Gems Wft 7W 6• 4780• WA 2W m8 9t6Ere ome 410 me o2• 8481he 2re a91 ftuftox% 4 618'1.50. arlV2p(W2. 48098 70038 Gla 081 a PVA Gla t8a Iva Mme s4ome I1Wme --� 1.000' +-- No NOTE:FOR THE OFFSET CLiP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE x FIGURE 8: FIGURE 4: FUTURE 8: FIGURE TAKE NOTES: • O o ° • 0 0 • • 0 0 • • • • • o • • • 11ttllllrl/r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING.SEE SHEETS I.4 FOR GENERAL INSTALLATION METHODS ��` �0............ �i 2)LINEAR INTERPOLATION BETWEEN NULL LENGTHS AND=OPENING WIDTHS EALLOWABLE. FUTURE 8: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS.SEE$HEM 18.20.ALL FIGURES: FIGURE T. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES,HOLES MAY BE DRILLED IN THE FIELD F • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18,20. 'yOp A • • • • 4)SUBSTRATE&CONCRETE CAMFOAM TO ACI 9018PECIFICATIONB.Ha,1.OYY AND GLUT-FELLED CX)NCRETE SHALL '.'O'•. �°F' '2: . ,(� • • BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-W.WOOD SHALL BE PRE88Ui E- '.t� '••�[oRR>.• (9�� TREATED YELLOW SOUTHERN PINE a7s" e� ANGLE CLIP tFIGUREs esB)Mu$r�USED IN Pans GRADE e 86 OF a Loa (155-ALUMINUMG 04ALL BE 6083-TO AND WE A y s TOBE,AT � Ti lc A AUTQa�Na MINIMUM I rce _T �'/iS,s�tO�P1'�Ay4 E:••• METAL$HALL EXTEND AT LEAST S SCREW THREADS BEY THE MATERIAL T X 4"X aTb"MIALI�N A LYNN NRL 570 P E. FL P.E.088708 TABLE BA Mulbaoa 716488 �� W4{61 tMtlOB mu3m)w Opsift He &T mwbnB a M" M" 70" Ma solo ao" m" 14081 1ao" 0 srt&1x L wmm go JWA Tabs N y 1fill, 1t 1 1111 le 1 1 1� h I � 1 1 I = a I l l 1111 1i 11 1 if 11 111111,11 11 1 -111 if # f N 4019 17&0 820 770.0 468 170.0 744 170.8 478 1710 NS 170.0 m 17&0 889 17&0 618 17&0 1118 170.0 001 170.2 1810 fl0.0 881 170.0 1488 17&0 Bat 17&0 1798 Mal- 161.6 /7M 17&0 887 48" 170.0 708 17&0 004 77&0 17&0 884 170.0 BM 17&0 690 77&0 1188 IVU 881 17&0 1076 170.0 677 170.2 788 17&0 688 164.8 1610 170.2 OM 180.7 1818 170.0 m11&1 76N 170.0 BM S4"ol 77&0 749 maimo 886 170,9 886 170.2 Mi 770.0 1008 170.2 MI 770.0 1188 Imo 788 W&0 we 170.0 7K W.0 1488 17&0 788 940 /N8 17&0 788 116.9 1988 170.2 M 100.4 1468 77&0 788 0 170.0 887 17&0 878 170.0 m 170.0 887 MA 1118 170.0 980 170.2 1976 770.0 Ma Po&1 INS 17&0 887 188.8 S 17&0 S IMS IRIS 190.0 881 /07.8 7W8 990.0 801 M.7 1878 au 881 M" 770.0 886 97&0 701 a" "a 790.0 7W IS" 1188 170.0 O78 IOU /188 1894 SO me 1168 88&8 S10 111.2 1108 780.0 819 887 1188 149.2 808 704 1188 1444 868 as 1188 174.8 906 8888 170.0 899 170.0 746 90.1 '1881 170.0 680 167.8 '881'1 168.8 888 168.1 1081 14&0 - 10&7 1061 180.8 687 0&1 1687 106.7 BM 6&1 m 1%5 871 a" ON 11&1 SS7 60.0 1061 11&1 881 68" 7W.1 9W 77&0 788 188.8 8W 761.0 808 1884 N7 180.0 780 100.4 8W M.8 777 080 BW 1180 7W 85.8 8W 10&e 788 88A N7 100.0 788 88,7 887 9&0 748 69.0 689 88.0 748 7888 148.7 M4 1980 688 /W.S ON 11&9 884 8L0 601 101.2 071 6&4 ON 804 MO 71.5 804 60.7 NO 8{.4 680 780 818 698 M4 786 ON MA 604 a&8 eas 4" MO 6" 868 78N ISA 708 114A M 91.2 790 W.2 a18 7&0 788 8&B BM 804 M 787 868 M.e 788 70.8 N6 84.7 909 66D N46A 709 S.0 WO 88.1 To 6&7 868 a0.2 '748 68.4 669 78" 1019 886 168.0 888 80.4 8N SU MB 786 468 me W7 8&O 886 70A m S.2 068 64.0 amMA 6N 80.1 668 424 65 844 808 M.a BN 51.4 S9 614 80 MJ M P 2080 88.0 BIB NA 47 81,0 615 WA 880 47.1 616 88.1 461 41.2 818 88.7 494 US 618 4&S 468 810 56 7.4 429 474 616 05.7 488 294 816 50.8 40 88.8 616 9&1 400 K M" 60.5 40 S.0 404 486 488 47.1 887 684 468 41.0 891 389 488 MA NB 50.2 488 88.O W6 87.2 488 88.4 874 988 40 68.8 NB 884 488 So 868 77A 488 488 am x Z 18809 a&1 Ne 88.0 ONS 1" NB 588 SIB 97.2 ON 884 918 68.0 � 2u Fm at.2 a 987 884 1&1 068 4&8 680 1&9 on Its MS OD LL 17760 80.1 N6 SSA MS 964 SM 88.1 881 46.7 N6 88,1 980 N8 wit aM Tea 686 aoe aM 174 668 'N.1 no 12061 97.0 m as 984 269 988 09.8 680 1&8 480 we 886 VA MO t6.2 988 764 088 1&4 m1B 144" 9&1 801 184 1N d ' d TABLE SS a Andoor Table MCHCRCAPACnYAOAWrMWPORMtLAt OIWW tDPamIXtANCF� m'"",mANCHatCAP.m Am21m .Y1tP an t9rmE NP Eb01AtmEeAmmoNweaE0198m9 114'9800 t2�a0 1148881E 6%8°®00 lwaBME Maw 0t88mM a19aau �•"p1tl°� A11 C9pPeSWAe Amstar MOM A8Fe00"0 Sm w("am wom 8m87m USE THIS FORMULA TO OBTAIN THE'ANt�R rsaooe r r I•tl8• sva' r a r 241z T a V & & CAPACITY REOtiow SING TO AN Sesamaeat i,y4' 14y4• 14V4' 1Bf4' ? a alfa' 1188 11fP atrs $-w 9 eo0e ACTUAL PRESSURE REQUIREMENT I THE s681544 as m040ft 804 no IMV sM lm OPENING,WHEN IT 18 LOWER THAN THE MSN aalmnm. I.W WL OAL t61E0 78890 788 - 88810 SBA WA 890 m8 11889» CAPACITY(FROMTHEYAKS)OFTHESELECTED a 8.199 10mt6 ° � 788818 9n imas W-10 60 In am9r4 -WA 7Mma um ft M 1188818 MULLION.ITWLLLYIELDAMIIMUMANCHOR 4 Aaolmw 091 OA �eao Ifs'At ft IW 87A WA WA a ta0. ICA WA N WA 14688w CAPACITY WHICH MAY BE USED TO QUALIFY tAMMI ISM 1N10 MU 4459E 84898 140 wft -wo-m 28490 59210 M'IOe 16890 07098 488 ADDITM40L ANCHOR OPTIONS FROM THE .I8' Oat 9890 sham xfA WA IM WA azs96 moem X10 ANCHOR CAPACITY TABLE. PROM)CTRavow NOTE FOR THE OFFSET CLQ.USE TT IE SAME ANCHOR PDANCHORVAIAMASTMSTANDARDOLIP 81cwAylBtvftftplo1B R 1 ? • • TABLE jyO7'ES: I-1.2614-►I �p O O 1)SEE SHOW 1 FOR INSTRU=ONS ON USING THE TABLES AND SHEET 22 FOR BNIMMATON �' ON LOADING SEE SHEETS 2.4 FOR GEtNN:R&INSTALLATION qET►ODS. `1N11tI1Nt 8, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WOM E ALLOWABLE. `N •• �. ANGLE 8)MULLION AND MULLION a.IPS SHOWN ARE NOT TO SCALE.FOR SIACT091EN810NS.SEE 8• .��`�� 'J�SF•• 1' • . CLP MUST SHEETS 1810.ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. BE UgPp HOLES MAY BE DRILLED IN THE FLEA FOLLOWING DIMENSIONS SROM ON SHEETS 18-20. *? No.68706 IN PAM. AW 4)SUBSTRATEB.CONCRE IE SHALL CONFORM TO Aa W&pECFICATKM HOLLOW AND FIGURE 4., FtOURE Ns FIGURE 8 C#ZOUT FILLED CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM Com.WOOD SWW, BE Pft$88(RETREATED YELLOW SOUTHERN PINE WITH AN SG 0=0.66.ALUMINUM SHALL BE p eMT6 AND BE A MINIMUM OF-Ur THICI.STEEL STUDS TO BE A MINIMUM(SPADE MAND S'' '• OP: , AW THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND AX ALL 1�x 3 780'x�°btIRJ IOPt r��`s.... Lie- ANCHORS INTO METAL SHALL EXTEND AT LEAST 8 SCREW THREADS BEYOND THE MATERIAL. (1•IW vF MUUJON) '1�,,SIONAt1,LI_ A LYPQNI4dk P.E. PL P.E.0 68708 TABLE 8A Ops"IriffM71�n Ca TabM �� WIdthpor rraLSo<re)or sling (tor -A-) 1•N go ho 70 e1 BDIn 9010. 17DIn 140in lointest Cell $ > Thi 7 T Radar 2714x,28 Looft LeedV• L�0 Loaft Lam Laahro Logone lobdlp L=ft L-ft Lem Lo" Root 7p LAbmTUbs Leven• Looft IGII Mumm Is fill, I � Wb woo 070 170.0 408 170.0 740 Me 478 170.0 DM 170.0 we Ino 0@ Me me 170.0 1118 1 170.6 BHL nae 13140 Me 67N L 170.0 ise8 1700 170.0 I 1186 I 170.0 821 170.0 1888 1780 641 Wel +7ao I Toe 170.6 ese Mel e6o raao w0. 179.6 1 110 170.9 m MO 1178 1700 eat 1749 I= rroo 677 170.0. un n4a eso 110.9 t70D 170.9 170.9 1881 J7ao WD me 9187 1199 666 aan Ln 17a0 170 1740 on mol we Ina 081 170.0 1008 Me Ow 170.0 lies 179.0 7310 170.0 1140 170.0 747 IM0 1W0 Me les 170.0 1788 170.0 IN 170.0 2084 170.0 les 170.8 2391 Me 768 "Im 170.0 7B► 170.0 en Me X86 970.0 891 170.0 1118 Me 764 170.0 110.8 Me 000 MOO "a n0A 897 170.0 less 170.0 880 Me 1818 Me am 170.0 =1 Me 061 170.0 She 170.0 061 Not 170.0 N 'Me 701 Me 1060 nae 787 Me 13140 nae 870 170.0 1417 Me 004 nae 1680 170.0- - 888 nae 1771 470.0 1030 170,0 31146 174o 1068 170.0 31470 190.0 1408 4e"- 4680 170.0 1009 WLn 170.0 ON 170.0 740 Me 1116 170.0 8es 170.6 1802 17x0 = 170.0 1408 170.0 1016 Me I= 170.6 we 170.0 m n0.0 11431 170.0 4761 n0.0 ties 488.7 2D60 170.0 1171 146.9 31683 970.0 1171 ,g 88 fn 170.0 074 170.0 les 170.0 11M Meas nae 1080 me 1004 170.0 1888 17.60 7086 170.6 1783 170.0 1188 mo 1940 970.6 13110 170.0 31888 179.6 Ins 161.0 20 me Im 194.8 2187 TPoA 1ms6 3�@f M80 170.0 1408 170.8 pB 170,0 /3176 7740 toes 1740 1186 170.0 1126 110.0 1760 me I= Me X18 170.0 Im na0 412.6 1740 1887 "u 4180 n0A 1089 Ilwo 4'181 179.6 1648 IOU II980 mo 1600 7o In 170.0 11231 Me 897 170.0 7840 nae 1080 178.0 1670 17ao I= Me n81 neo 18431 1081 1880 Me 14311 400.8 /160 170.0 1808 148.6 1880 181.6 1848 106.1 1=40 U4.0 1688 no 1880 /40.7 /69t 78N nae JIM 170.6 887 nae 1881 Imo 1118 170.0 1811 me 1460 170.0 Jose me 187.7 1881 Me MR 1.17.6 IBM 1581 1600 1144 1861 107.8 Un BB-2 1681 IOU 14es 88.9 1801 1078 1464 q r, 8061 170.0 1848 9740 1144 1481 'IesB 4680 1418 1317.6 4388 958.0 1189 111.8 1888 r118 1176 884 tes9 110-2 11es es.8 90.86 101.6 1617 7l6 1886 40.8 1172 83.9 7840 8317 1106 888 1840 780 1086 6 98M 107.6 1990 1618 1088 1429 nes 1478 We 1088 nes 111-2 1961 88.8 t01d 89.6 4'118 888 Iwo 787 an 821 1018 81A 1ffi8 7231 980 84.7 1718 888 877 49.1 929 021 987 6 10881 1088 m 1088 977 an m as we 70.0 on Ty-2 940 84.7 871 880. 897 678 2 01.6 829 61.6 071 0.8,6 ef5 421 on 4" 786 97.0 Br 44.0 789 120. 871 40,0 771 /11b Wm BT.6 884 745 919 e1.8 819 Gal 018 708 as 84.6 781 849 919 w m or 940 M.8 770. 88.7 819 46.8 766 14.1 9q 40LII 7431 IIB.6 819 87.1 Tse twin 788 Too 7a8 718 es.9 706 00.8 740 688 785 08.8 885 0-2 785 484 888 460 fob MA 871 9I.7 788 40.6 BBB 11.8 708 80,9 868 'AA 788 S1A BN �.6 TBB HBA 881 K LL LL a 14440 4%716014U 606 SBA 840 40'.0 Si-2 OW 81.6 481 9.8 609 48,31 466 &.9 648 40.8 478 311.6 888 428 474 169 840 188 484 146 840 n.II 187 640 16A 418 K ,4 TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: N Atroiror T6L1N 7Ratl �_)x(ANCHOR CAP.,.,,,1 e `MUTA ONCAP.,®,,,,/ ANCHOR CAP.,p ^a At�wCIpPa�1• Andra ane069tm an tapSkot1bm•7 L>Hraeal IIOoIllmae tapLooe1l7�n '000 4H6°668Poo 040&861 61IISled etl8led USE71GSFORMULATO08TAINTHE ANCHOR Amt U1100M A Saa•S19 SdewM 8oa1a((i8 Sa9a aDlmim r 2-IC r I 2-IW 9418 I r 9.1or r 24W r 3.yff r Ur O.6P 0.820 CAPACITY REQUhVED-CORRESPONDING TO AN 1 Y 1 14W ! !-taB "r lxdg ACTUAL PRESSURE REQUIREMENT FOR THE i7 OPENING,WHEN IT S LOWER THAN THE MULLION aAWM0288' OAIamnfte ms 142608 A 8160n WAOBD 1 CAPACITY(FROMTHETABLE)OFTHESELECTED 0And= UP OL ISMal•6nIP� Los nn 7a6E• WA 7es0• WA WA WA m8 ms 'INOEp MULLION.ITWILL YIELD AMINIMUM ANCHOR aNrohoi ! Q/I88L6Anete 8 7esEn 8B06n 109"-im-un MM Mbs 8mm. 2984 SUM 8408s I=ts CAPACITY WHICH MAY BE USED TO QUALIFY' BAIMpm1a 8' 0.Q! 816OU 1/70Dn 117006 104009 4869 an se44m5 OWI WA 1Win 1040R6 6• " P1800b 188o� ADDTTiONALANCHOR OPTIONS FROM THE aAroJwa 1.ep6tl80.Q oars tat' WA I6A 1E6L WA /0A WA WA ANCHORCAPACTTYTABIE. OIIIJCI'RBYLBBD OAmeab®0,0P 6aL /4arp,tNo lar AAa7. WA HEA WA WA WA X% WA sea WA � � IIAt•hgeS2881 '609n / 870E» 878 m6 a189n 740 moo WA Mama WA 340 440ms NfA 71608 W-me 840 BWW Omb t .7r On I 980 880 840 780 9Wms ?90 WA rat W68a 0.40 1 828 trams ealos CIRCLED VALUES ARE USED IN THE EXAMPLE Oil SHEET 21. FIGURE 1: FIGURE 2 FIGURE S: FIGIURE 4: • 0 0 o e • • e e • TABLE WM 200 Ono o eo 0 1)SEESHEET1FOR INSTRUCTIONS ON USIN THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERINTERPOLATION �7 `'%r �tL►E0 o ee o • ee 0iINU3FFIGURES FKlREgLINEAR LA�d7W MULL LENGTHSA1�ROPENIiW�HSSALLOWABLEI � `�;' �'•, • • • • � k No, • • • • S)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 18�.ALL MULLION CLU4A V 58105B MAY _ BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DBAENXXNS SHOWN ON • _J SHEETS 1820. " b. qIt 3.1 .FIGURET. FIHURE8 FILNIRES FIGURE 10 ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORMTO ACI 301 SPECIFICATION.HOLLOWAND GROUT-F2I.ED CONCRETE BLOCK UNIT i� ' .� (FIGURES 864 (CMU)8HALO.CONFORM TO ASTM C-90.WOOD SHNALI.BE PRMSt1RE-TREATED YELLOW SOUTHERN PIKE WITH AN 80 OF 0.ES. •o •• E- 10 E69 MUST BE USED ALUMINUM SHALL BE80S9•TSANDBEAMIJIMUMOF.i2rTIDCKSTEELSTMOTO�AMININRNGRACLBSAND.OWTHX2t(18 rxcx.2B'Muum ��is/��AIa,N PAM. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126"THICKAND AS9•AL1.ANCHORS INTO METAL SHALL WENDAT LEAST8 SCREW A Lv IONA- P.E. o• •0 THREADS BEYOND THE MATERIAL FL P.E.#B8= TABLE 10A moa TaIJ� � OpenhlBWldffi4{Eorml8ore)mOpepin9Height(ia n8not9o7e) Ed ISIS" Sol" Tom 010 loin ool" 1010 loin loin Taw4an& >ti T Teo IWTtang 2seIAb.Ta Lesion Leaft L-ft Losehp leadotp LaO1g -lwz lne®lq lAaese Leamg tafto Loe09n0 Lwft Loa•re Loaft �i° 11 fill, 11 11111 1 11111 1, 111111111 111 11 111111 fill, I h I h I 111 1111 ern 1716 110 rrao 452 flan 744 1716 40 Me we Inc Joe -Inc 9 970.0 $10 170.0 ills Me 01 17M6 148 1700 6x1 IM11 1me 17ao M 170,0 fl0 VU SM flao few Me am 4810 9706 Toe flee 524 flan 110 17U 504 TMG on 1716 wo Me Ila MC w1 170.0 1778 17ao 0" IMO 1417 1710 (l" flao Ago 170.0 w0 me lea 170.0 M I= axe? 1710 w IS Amin 470A 70 1710 w 1710 Bes 1710 891 Inc 100 Ma wd 170A lies 1710 7x8 1710 law 1710 747 1710 1401 1710 7JM 1710 171 vaa 758 me 1710 M 170.0 2527 1710 952 8410 9740 797 Inc 511 me we Inc wt 1710 Ilte 1710 fle 9710 STB 1740 110 1710 UN fl&0 OF Me 1523 1710 M Inc 1043 170.0 MISS 1710 ON 17U eat 1710 2880 1710 697 sem 1710 836 1710 707 170.0 1639 1700 787 7740 t4a 1710 M1740 1497 1740 844 1740 two 1710 ow imo 17/1 Inc low I= 21x5 Inc 100 1740 x478 170.0 101 1710 no 1740 100 010 970.0 see 9740 748 1710 118 17&0 wD 170.0 1852 7740 co !me im me i"1"21" 1878 1710 1079 1740 Io "Id 1172 Inc 4529 flap Ila Inc 21MA ITM 1740 w0, 1740 4174 sew Me 974 fl40 Tse OU ISM 17&0 KSS 1740 104 1710 .004 190.0 I= 9740 tow 1710 97se 1740 lies 1740 1848 170A 1210 Inc 190 1740 1278 1710 ?Tt7 1710 12111M 3117 Inc rAlB Z lam 1710 9009 1740 W8 1710 1776 1710 '1009I1710140 140 170.0 1118 1710 1700 Me 140 1740 1918 170.0 7915 170.0 2105 1710 1097 1740 2M 1710 Im 17&0 205 1740 1879 9710 8400 1740 1520 ->0a 4740 1172 me 07 17ao 180 170.0 100 me 1610 .710 1108 Inc 1704 1740 IM 1740 9110 1740 1471 Inc 2818 I= 1552 1740 an fl&o 182@ 1710 8140 17x0 'IM 1716 520 1710 9752 Tom 17&0 1151 170.0 W Me 1881 176.0 1119 170.0 1611 Ma 1450 17Q0 1662 170.0 180 170.0 1W'8 190,0 1474m 170.0 1584 rmo x u 1710 1700 au 023 170.0 1997 I= 052 17a0 1788 esw 1710 IW8 1740 1144 1710 Moo 170.0 189 /70.0 1M) Me 1452 170.0 2rffi 1740 "a 17&0 Mal I7a0 1788 17&0 Iola I= else MM221211 1510 040 170.0 2278 1845 8413 1710 201 em IM 1497 17&0 Mw 1740 9700 17&0 1484 Me len 1700 1310 1740 7187 Incam 170.0 no 770.0 = 1740 n0, le&o sm 1700 520 187.1 81011 1se.B 2170 too stw 1611 20x8 � •i Main 17&0 lw4 TMU 1669 170M 1918 170.0 1847 17&6 am 17&0 9870 176.0NLLLrLL 1520 177!0 2011 180.8 178. 170A 7771 161A ?85291l m 170A If&o 4154 17&0 180 170.0 1700 170A 170 1740 1522 1700 7871 1700 181.8 189$ 828 21!15 14&0 7218X11052 '170.0 1971 17&0 /52IS 17&0 II11D 170A Saw 160.4 9152 1J8A 1981 10.1 14 /011 91 7171 190 1161 1918 8&1 2454 58,8 1877 771 7x57 �9 1852 97A 29ffi 8/A mX14410 1411 two 128.8 7446 900.8 18J4 9521 iseb 8BA 1666 9Bab 9524 77.8 108 867 109 821 1526 52,0 780 44.7 twd 4&22 tMw sett 1560 44A tesIS iV 3 ANCHOR CAPACITY ADJUSTMENT'FORMULAS � laLl,ftyaw AMCHORCAP.,,.,,` salsa• ( _)x(7quLLOWOAP.,®,e./oAMCHO W._ A1wIwC9pFaSarna 0,"0 °15001 fro•ekottISaam 9lir5toettltama trsamIMaeen w°r>s5roo atrMw larSs18106 310e39691esm #10&set AQ r 14>amoo A Sam(Ise eaa•(ft eaar((M3 USE THISFORMUlATOOBTAINTHE ANCHOR r &71r r sur sur r aur a r a 154• a CAPACITY RIMS' MDING TO AN eama,ee•n t,71r .arr 1a3r wrP r /. t tro• 1104• 1.tro• t-Sw 9 V4° 9413• 1 6Wo ACTUAL.PRESSURE REQUIREMENT FOR THE 4' er 1 OPEPIIICM,WHEN R LOWER THAN THE M(21JOIN 4 ®4 oar 752 760 me 900me flsems 80 me 9 11048n Mail 840m6 CAPACITY(FROM THE TABLE)OF THE SELECTED aaroe•6 t. oar 91 ms 1004s Io1om 326 sea esu, eaoI el", to75 791 lee 9wOma 4a1o1es MULLION.ITWILLYIELDAMIPIINpJMANCHOM 11 4 AB4Jaa eMa. r(in 90An� ma w m 98056 118 580 ma WA 7056 on 8se ma Os BIO 7 CAPACITY WL410H MAY BE USED TO QUNJFY 9a•aea rSOL0.Mr 2s looms fa tw9m6 8100me wams roe llaom6 7J¢6 1812 t7esma 104 18nme 1x1653 AODITIONALANCHOROPTIONSFROMTHE t2 I as WA t 8q K% 109 M• 2520 5,11 ANCFIOR CAPACITYTABLE. PRDJCr aaaama 1 Mol I eroovrama 1 al os 7040 81 7 kbftFlwua eavoaa oar as/tt4:�,em6 t9raaa se WA sea sea aWA NSA 75291 vn sea abA SSA 0,W VA E"Obe,94wlwLCQ1M co 0620. 4eoroa mm0111• 74053 40106 stems 91sema coma 4esm6 eeoW4AR11=61. WQQIW .1 706 5P6mt t0IS IVA 470 491 ce6o0r 71 FIOIaME1: FIWJW2: FIC1UliH& FIGURS4: FIBIMS: PtSMO:P 10: F10URHII: TAKENOM, 1i17141rrrrl • ee • oo • • oo • • ee oe •• • oo • so '"'�' OoeO Oooe 00oO • ea • •e us Ooo • eo 1 118E 8E8eET 1 FOR INSTRUCTIONS ON USING 77�TABLES AND 8t0ET'�FOR 4VFORMATXbd ON ) `` '••••••�'' '� �� 't�,•JCBNSF •��P �i� LOADWO.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. S. t k 0 0 0 0 0 o e o e o e e • e o • e e 2)LINEM INTERPOLATION BETWEEN MULL LENGTHS ANDNOR OPENING WIDTHS IS ALLOWABLE /t 100.68705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALEFOR EXACT DIMENSIONS,SEE SHEETSIS ,• e o o e ALL MULLION CUMMAYBE FACTORY MACHINED AND CONTAIN UNUSM HOLES.HOLES MAY Wl DRILLED - AC FIOUtie g p @ RWM 7: IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETE,M. AMBLE 4)BUFESTRATEB:CONCRETE SHALL CONFORM TO AC13018PEC1FICAT10Pt8.HOLLOW AND oROUi-F21 ED ' g AL • • • • HU q e CONCRETE w.00M(UNIT(CMU)SHALL CONFORM TO ASTM C-1�.WOOD SHALL BE PRESSURE-TFMAT>�YELLOW SOUTHERN PINE WITH AN 80 OF 0.86.ALUMINUM SHALL BE 8089.78 AND BE A MINIMUM OF.12r8.7) THICK STEEL STUDS TO BEA MINIMUM GRADE 3SAND.048°THICK(98 OAUOE).STRUCTUIM STEEL.TOMurrell BE AT LEAST.126•THICKAND AX ALL ANCHORS INTO METAL SHALL EXIEND AT LEASTS SCREW fQ i N• • 1t8ED 01 THREADS BEYOND THE MATERIAL. r x r X ar A.LYNN P�iI t cIc P.E. LE PA5M8. t MULL FL P.E.#88708 TABLE 11A 701IIon CaPackTable MmIA openingWbitllOrvad mu61o176 crope411178 ht(orhoft MUM=) GoToVast!Vast!wm m m sorn Win join uom teom � 1.2r • TnV > danY > fid T�/ilhtg, p X.12]17.11" LmWq L-am L Loft -Z Loamlp Los&& loa8K6 tm:Bt6 Lo98t8 Lam L-ft U-1 Laaap �31 71.128 Take Man a a 1111 g � 11� � � � 1 fll , I I ILII #I fill IIIA IIIA II 42m 144.7 6N 107.9 4N 420,8 6N 14B.e ale 1=0 ,eN 486.9 414 80.4 828 49/.6 417 60.7 676 150.1 Ht 721 M 190.1 01 681 M 184.1 411 NO 184.1 411 46.1 = 181.4 411 46m 866 408 1O0 = N66 406 91.7 A48 M.0 108 N.4 SN NA 406 814 W 89.7 4 79.1 616 4&8 406 786 au 488 43 78.8 814 8a6 409 780 814 8068 408 7aa 844 60.8Nm 88.8 888 e10 801 88.6 70.8 291 N.6 982 71.0 889 M.6 864 Ort m 467 N4 04.8 N4 41.2 864 89.8 4N 94,8 884 6&6 M N.4 862 880 98 26.7 N2 666 Nfi N m 890 818 74.1 267 68.6 818 04.8 Nt 48.6 NO 67.7 P80 a4 8G 88.6 268 N.7 816 600 269 880 818 40,6 2fe NO 818 49.1 816 80.8 86 4&1 046 812 818 484 4w Som 49.6 681 see NR - a&7 8f4 N.8 p69 4&7 810 869 888 872 Nr 87.6 468 80.8 N4 N.7 M 89A N8 866 N8 842 Nt 17.7 N6 Y68 N7 460 4N 88,8 N1 Nm 427 984 460 4N 860 484 S81 186 50.6 a8/ so 198 267 NI N.8 189 8&7 NO NA 186 81.4 N4 260 466 V.8 884 N0 168 46.8 284 26.6 4N t&4 484 2'86 189 Sem 872 449 MA 1N 812 418 88.7 479 26a 418 4as 179 282 418 27.0 479 N.8 818 N.1 >ro 18.8 sw 2S7 4N 160 415 442 167 18.0 278 27.0 180 410 218 4t0 186 Mm N0 fro 861 486 269 179 N0 188 8DA 47a 440 tae 172 179 868 147 16.9 178 9af tab 78m 440 181 98A u0 268 M 410 497 17A 161 19A 186 '182 tN 1fA 188 7814 880 IQ 4&6 188 46.8 112 1a9 1N 1&1 iN 170 iN � A1bAor Tanta ANQ OR CAPACITY AD RIBTMBNT PORMULA7 '- awn.bft 886t7ono ��A�PI�CH��QyR CAP.®e..� 8418'Bbe CITU 69emf (OP-)X 1..V�1v1YQAP.gpy„ P QAP._ PLk A80wOkp Pa@en8 An&dw arls•Bmo t8w" U4•mm l7tueen 8f18"Blaot 1!a'tamotABamp 4/Cmew M4C Bbo 174'80 N68 f108bq e7481m1 614 s7eH wtmean r ft eata6 B4ta9@661 USETHGFORMULATOOBTAINTlE7\NCHOR X 6nm447 P avr 9./fr r z-vr I P 4-vr & a 00Y 0084' � R'ACIYmmED'CQRR88PONmGTOAN . am9oemm6 1 t;u4• t•BrA• x 1.174• tgl4• 1• 1-V4• a 1.114' 7' 1,18' 1 nolo AOTUAL PRESSURE REQUIREMENT FORM 4 OpEW)NG,WHEN R is LOWER THAN THE 01WLL2)N �( �- CAPACTIY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR Q. CAPACITY WHICH MAY BE USED TO QUALIFY .a ADDITIONAL ANCHOR OPTIONS RSM THE ANCHOR CAPACITY TABLE TAKE NOM, 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. )3 SEE SHEETS 2.4 FOR GENERAL WSTALLATM METHODS. iKtOlfUCI RrYISBD VI BbrM6 FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS At OPENING WIDTHS 18 ALLOWABLE3)MULLION AND MULLION CLIPS SHOWN 7 • • • • HEETS 18-2D ALL MULLION FACTORY MMARE Eit AND NOT TO UNUFOR SED HOLES HOLES MAY WE BE DRILLED IN THE FIELD FOLLOWING D IONS SHOWN ON SHEETS IM 2118° ANGLE CLIP EMIT BE USED IN PAIRS. 12r \111 I t I!! 4)SUBBTRATEB:CONCRETE SHALL CONFORM TO AC 3n18PECFlCJ6T .HOLLOW AND GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD MOLL BE PRESSURE-TREATED r ��pNY,.•• ..., ��i� YELLOW SOUTHERN PINE WITH AN SG OF 0.86.ALUMINUM SHALL BE(08348 AND BE A MItIMLW OF.128• 1 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND Mr THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT 9 78•X211•X.12$•NMJLLION LEAST.128'THICK AND A38 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SC EW THREADS BEYOND (INTEmm PIN M71L1.ION) �* Nn 88708 THE MATERIAL Q l� A L rYP 't P E. FL P E#68706 TABLE 12A 89fdIQACe TebM gq Opening WWBI(T)r16dco*wmlg )ofOpera" hi((W MOM.) �^ 6061 60 In 7081 801n BOb to is 120In 14061 seem uw� 71�09�0. T�Drr T +a f Tmowe. T T 4 DMAL toaing Laos Loft ► 94911• I=ft Loa18n8 Lmmng umbe Loft Loft Looft sending Imre �Y 111 111 1 11 1 i 1g if 1 1 1 111 1 1111 1111 1 #111 11 if 11 1 11 10 '12 In 1760 1 6110 Me 4 1 190-0 744 '170.9 476170.0 888 17" No m 7740 m me 61@ me 1118 170.0 sm ,799 1149 MC 831 170.0 1489 Me 621 Me 17M 1960 821 148.1 tt4g Me am 46611 1740 708 1749 494 970.0 6M 170,0 886 170.0 967 17eso 170.9 1185 mol 661 1740 1276 17x0 971 190.0 1417 170.0 690 1922 1892 170.0 060 1966 1872 ttQ-0 6 1142 1812 17x0 860 �[ M.M6b 1740 707 170.0 M9 170.0 888 170.0 691 170.0 '1069 1760 984 7760 7 1740 778 17x0 1898 17x0 747 154.2 140 M0 788 108.8 1448 1740 768 117.8 1448 Im 768 1028 1448 1710 789 +j 6/N 170.0 767 170.0 812 170.0 908 1760 Mt 1740 1118 Me 784 170.0 1278 1719 805 1801 180:1 1701 687 1449 3MO M8 7M.8 1869 170.0 981 1024 18M 17.0 881 80.2 18&9 1760 861 1pQbS Bob 1760 888 7760 An me tm 170.0 797 167-0 1211 970.0 879 1461 12111 1701 140 120.9 ON "U 986 1169 f9tt 163.1 886 671 1216 148,1 818 881 1818 7461 018 761 1918 '46/ 015 8867 17x0 BM 1740 745 170:0 1118 1740 880 180.2 1150 188.8 999 MA 1100 182(1 9% 118.8 1100 141.8 8M 10.1 1g OU 896 679 1108 1769 BTI 761 tip 138.3 670 667 118181,2 870 081" 1760 674 We 785 Ism an 18.8 681 180.8 1048 148.8 ON 1148 1018 1861 MO 106.0 1048 1764 889 81A 9098 Me 880 763 1046 1064 821 668 1016 108.2 e18 67.1 1019 1068 818 9261 140.0 80 197.6 784 ttt1 MO 1260 746 1066 860 110.9 794 Safi as 100.0 99g 769 980 no 712 '701 eeQ 882 7'OS M7 880 799 g59 Bab aeo 766 Ms 440 BM 764 gM 7Bh 1167 7M 1981 m fJ0.8 7M 108.4 878 as 780 M.8 m 74.8 790 889 9M 868 780 769 048 67,0 780 71.7 6M 40.0 790 86.1 026 43.8 710 at 898 97.4 790 8'66 SIR no lite 780 1168 w @19 780 69.1 894 711 7M Bae M2 M,2 760 77.1 811 19 710 70.8 8HI 66.4 7M M.7 aM 492 7M MA 894 M.8 780 862 = 89.6 760 ea6 M8 �••� �• � � Me 9D61 721 888 741 m 80.1 887 028 491 519 08 648 4848.1 M8 48.9 476 01 OM a/.4 488 41103 46p AB4 860 BM 862 469 248 dM 848 446 928 BM 81.8 4M QZ UL M41 68.4 4M M.1 448 40.8 4M 619 4M d24 4M 448 4'A 87.1 ,18,8 421 38.0 4M 68.1 418 21.1 40812 408 20.9 .1M 90,1 400 giR 4M '18.1 884 166 40 740 88D 1MN 41.7 891 �6 M8 566 8@t M9 see gag M9 614' 849 �1 881 279 8.67 282 981 20.9 388 769 981 928 m 17.4. 891 677 821 149 set 179 318 11161 80.4 870 8d2 8M 820 970 89.(79So '17.8 370 968 8M 86.0 870 96.8 970 21A 870 928 Ste tat 870 me 812 161 so '8.1 806 12096 80,41 817 1 869 1 189288 897 210 180 21.7 817 81.6 MO *0 817 194 216 180 519 171 1441n 17.8 I 910 117.91 goo 1 AI9CNO I CAPAC7nAC RSI FORMULA: LL G Q.�{ At9ohw TabN ANaiOR CAP..,e,. 2 S.6k C6ro PBW CMwU FT (OP-)X IMULLI�d CAP.9,.�./°ANCHOR CAP. , Arol•7Tim 9118"Eb019C6000 1t4'Eloot gwom 8t7e wouftm IME'L twasebo 618'2100 IW8811tw 1/081161 M281W 01281aet AllokuC�Pam IIPor n USE THIS FORMULA TO Dorm TIE'ANC w 112' Ag7ao�r 9gVmaol R 6oae•Qf So" gon"'I� CAPACITY REOUDW CORRESPONDING TO AN Edg6 S. r 2. sale^ r 2. r t1r atf6^ tae' 0.84" 0999' ACTUAL PRESSURE REQUIREMENT'FOR THE Embedment 010: t tarn ro taw r :•u4• rl t1r 11w yva• r law rot@ OPENING,WHEN IT IS LOWER THAN N THt MULLION moo 4Aao11•g 8.8 WA ./(1► CAPACITY(FROM THE TABLE)OF THE SELECTED t2m6 760 moo TBDIM 187086 1ete6m 64606 McPo6 11lNS• e� 667 998406 t65 81086 117D MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 ®2 / 166 1 b tt�me MI6 7746gA 12846• 8M N1A Ibe 1� 666 ileo 941 69r CAPACITY WHICH MAY BE USED TO QUALIFY AANCHOROPTIONS FROM THE FIGURE 1: ANCHOR CAPACITYTABUL MODUCT REVISED TABLE NOTES: � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TARN AND SHEET 22 FOR INFORMATION ON LOADING. ) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIQURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 17111 I I I 1 t f// 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DiMENSION%EM SHEETS I&20 1� `�� ON • • • • ALL MULLION CLIPS MAYBE FACTORY hWCFpNED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN `T•, THE FIELD FOLLOWING DIMENSIONSSHOWN ON SHEETS 18.20. 30' : v7�Se *i� FNGURH g; �N'8U88TRATl:B:CONCRETE SHALL CONFORM TO Aa 301 SPECIFICATIONS.1011067 AND QROUT-FE.LED k No.68708 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 040.WOOD SHALT.BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PANE WITH AN 80 OF OAA ALUMINUM SHALL BE SOWT6 AND RE A MINIMUM OF.128' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048"THICK(IS GAUGE).STRUCTURAL STEEL TO BE AT 3V BAY ��rI t tt1� LEAST.12V THICK AND AX ALL ANCHORS INTO METAL SHALL.EXTENDAT LEAST 3 SCREW THREADS BEYOND Iy i�'• STATE • 0 THE MATERIAL ii '•.FLORLOp.✓ �� ANGLE CLIP(FIGURES 13)MUST t USED IN PAM. /�iSjSMI �ON�A�4`�'aG,• A.LYNN LLER,P.E FL P.EA 50706 TABLE 13A Aulfon Com2y Tattle absM 8 1h(tm mumm•)o?OPe17btB AI(tm and ) a 80 In 6914 0014 0014 BON tW14 Into 74014 ISDN 3.28"48 Lon" I"" Lmed9p LOB" L660Qp LWAV Lomas LoadotB L1resO• T DBMALLoa07• L4auL0 100.04 LSB87• L.0. �a RAYMULL 1111 fill, 11 h I If 11 11 Jill, # 4SN 170.0 899 170.0 469 170.0 746 1740 478 970.0. 8B6 9760 608 Inc so 170.0 619 170.6 1918 17x0 621 I Rao 11240 80.0 691 17ul 1689 I 170.0 Fitt 17a0 1780 RO* an 1849 1W1 1700 629 4814 lmol 796 Mal 1ins 1760 ow 170.0 606 170.0 B89 9766 690 190.0 1186 170.0 881 Ra® 1476 170.0 877 170.0 1417 170.0 680 149.7 1697 Rao 60 1408 1887 1760 880 185.8 188?' 170.0. 880 80.00614 170.0 90 1700 880 170.0 881 1740 1078 170.0 861 9700 1tB6 1100 746 170.0 9801 MO 747 17x0 1496 1700 768 10.1 /W2 170.0 788 188.1 IW2 1700 769 1%4 SM 1700 786Rao7W1760170.0 690 170.9 881 170.0 1118 '170.0 964 170.0 1.469 77x0 808 1760 700. 1700 SO 1689 74W R0.0 m 18x8 1446 170.0 801 1168 1868 17x0 001 07.0 WE 1740 889soot 1700 m 1960 9760 1068 Rha 70.! 1760 m1760 878 '67.1 1005 17x0 874 188.7 18081700 888 r187 1800 1648 004 IDLs 1808 7.1 982 BOA 1808 IVR 882 78.8 1800 1W.1 f2 ((��6914 190.0 980 170* 1760 11187760 800 162s Im Imo 900 10.6 1207 1866 08 1260 1561 1818 088 710.0 Im 144.8 OR Bao 1517 18&2 = SIA 1567 188.7 e 71.8 1567 1867 886uJ6914 1740 814 Rao 1700 1169 ROA 908 1444 1100 1867 m 190.s 1100 141:9 01B 1164 1100 1846 800 100:9 1180 1224 914 868 1Po0 1190 888 742 1190 1141 869 040 1100 1ta1 BM W4 7214 181.6 1010 1840 WI tea.? 1010 1440 860 1164 1010 14X4 614 101.0 1010 1147 0.W As 1m0 1068 017 00.8 1010 849 ow WA 1010 80.8 796 W.7 1010 WA 700 60.6 1010 8X7 989 7814 1WA 000 MU 782 114.8 on 144* 776 At 908 MA 781 840 006 As M 748 800 As -a 69.7 008 629 769 WA 006 70.7 718 461 808 71.2 710 as 000 700 708 J � 7014 44X9 Bm 1828 786 100s 801 1150 788 80.6 801 90.8 769 780 809 As 798 gas 801 01.0 7o8 690 801 764 694 860 801 861 801 464 601 80.6 876 847 661 69.7 874 Q 9014 827 814 BBA W4 649 m9 721 Om 0191 016 All 694 87.7 90 Ott 60 440 878 As 66? 410 00 0.0 690 870 800. 47.6 810 426 808 80.8 611 262 648 826 W � ^� 8614 69,5 BBB 701 !969 648 814 14.1 49B �7 669 01.4 481 Me 869 468 486 W.s 666 "A 478 80.7 BBS 841 470 444 668 69.4 49 90.8 608 80.6 4F! 81.5 66s 28.7 40 16914 47.0 414 69.0 400 As 400 412 000 s64 469 697 899 260 40 sty 8W AS 448 980 369 249 466 Al 8?7 20.0, 40 427 889 97.I 448 i4 801 16.0 4q 148 869 LL 11114 40.1 4� 460 869 848 426 W* 870 81.5 486 680 W6 W.S 400 At 889 80.6 400 202 800 421 � 520 8W iBA 498 80.7 010 148 400 968 818 10014 80.0 sm 69.6 691 521 801 98.8 829 2" sm As 881 710 M AS 8R 780 801 00,6 818 RA 801 167 80s 14614 II0.4 488 90.4 288 148 R.1 280 L FABLE 138 Tabl6([be ANCHOR CAPACITY ADJU819ZNT FORMULA$ Atxhel ANCHOR CAP=) � 6aedt26a1 ,m}X� ,mANCHFatCAP.,,, 14701107 8HC Eb018Laoot7 1k°PJw OgNo00 S18°ENo 8178'®0.o 10tt>mon 1/0.'El6o 1808000 v0'8S ON 6118°ON IN 88 MM m08t6M 012 80a61 0128W MULLION CAP.,°m,m. 1 A2 180maa Air "w(m sw w(NG Sawl" CUBEAPACITY B FORMULA TO OBTAIN THE ANCHOR E4geamt e0f0 r 2-vr 1" v 2. r 0.112° a a 640.' a6P CAPAC}TYREQUNVCORRESPONOINGTOAN E6 I-or I-W i-aw 104' r b t• 1-v0.' 1.996' 9. 1.114' 7 1478' ROB' ACTUAL PRESSURE REQU NT FOR THE t 896 �ta0e4) OPENI�K3,WHEN IT IS LOWER THAN THE MULLION t CAPACITY(FRObI THE TABLE)OF THE SELECTED aAndmaa� t(S2t8Aagiea8pa(Ffg,2j T808u 700678 IOe rob 0e wA 1 09 96900. BM06 866 0.44» 89009 1 rob Mi14LtON.ITWA ;:jTAMIN@BtTHE N•te• 2 f bcbs 1t�0a eN� 9--sw 760 I IMN NSA 16'0106 1466 99B0e 998tl08 18008• CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE D77CT SPttOR10Y1�D URE 1: ANCHOR CAPACITY TABLE. 06Omp1719Rr4I roFlotNtt TABLE NOTES; B � w • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHHET22 FOR INFORMATION ON LOADING. P SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEQ. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WDTHIS IS ALLOWABLE. /9111111 f 3)MULLION AND MULLION CLIPS BROWN ARE NOT TO SCALE.POR EXAC'TDINENSIOWS,8EE SFEET818.20. • • • • ALL MULLO M GIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN ��p�A.LYNN•••• THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS I '125°D.AY 4)SUBSTTRATE&CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT .HOLLQW AND GROUT•FILLED k: No.88703 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.r%.ALUMNUM SHALL BE 8083.78 AND BE A MINIMUM OF.128 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.043'THICK(18 GAIX9E}STRUCTURAL STEEL TO BE AT r ��' LEAST.126'THM AND As&ALL ANCHORS INTO METAL SHALL EOTTEND AT LEAST 3 SCREW THREAD$BEYOI� r� STA E ` THE MATL=RIAt. �� .,FLORIOP• 0'1 ANGLE CLIP(FIGURES 13)MUST BE USED IN PAIRS. A.La MILW,P.E. FL P.E.# -" tow 1.000• (• I-t ooa.I F"-12a�•.1 tow 1.0or 128• .126° a 2. 2.760" .128• S 126• 5.188" 2.000" 128' .128 128' d 286• �1I'� tc .1w � IL .128' a�0 " I .8Q0" 1 1"X7X.128"MUuMN 1"X2•X.878°MULLm 1"X2.76"X.378"MULUON 1•X2.78"XMWMUU" 1•X3.128"X0MULLION 1.28"X&lWX=rMUUm lI.WX2.11•X.128"M000ON K X.SECTION 8083T8ALUM 8083•TBALUM. 80&"ALUM. 8068.79 ALUM. 8988.78ALUM. 808 WAWM. xaECTION 7FSECTION X.SEC ION X.9ECTION X-SECTION X-SECTION Q t"-1�' (--,�• --I I--.126' TABLE A ucuP mmandwi Value pn) For lo;m. CUP 2A NIP I 21 �9A�TS�AUJI>X A 1.625 2,000• X.9EOTIO N B 2.654 1"X2"X.1P8" LLL 128• I 128' D 0.740 'fie MuMm L E 480 Mill 926"T�.740" A 1.1� LrL LOW �� 0 2.404 1"X2"X.376" 378• 8128•--� �ATHRCLP.SEE MIN. -6.000"� C CM TubeAhm* mV r-DETAL F 8HEET4 E SW RAN. "MIN D OAA Tube fdtdli� 4 ' U•CLP E 0.480 I E 1TBALIA A 1878 MIN. aUj* 3.000 1"X2.78^X ot�O.0 0917 C 0.787 .375AWmho F L- 0.517 0718"TYP. 5000rMIN, D 1.118 Tub®MUMn STANDARD CLIP 2X8 ANGLE OLP E .480 MirL 9W3- ALUM. A 1.312 g TOPVIEW 3.000 1"X2.76°X Jw MIN U4w TABLE B C 0.478 Akm*t On 6081.T8ALUM. D 0.838 TubeMUIRM PROOLICTREVIISSID 6.607 .878" I Stun Dfinendon{street#► POT Part# E .480 WL mewbb •37 + �� MeV. TOPvI Atultbn Std.Cup OBeet CHP IIgIP �8M A 2.000 a Cob 1"X2"X.128°(6) 88806 888'119M 8881118M ON263M 888611M 0 2.857 1"X8.128"X Aa No w 0 lr'o I1°X2"X.378°(Q) 88 8 SWUM 888111181 688244M 888612M C 0.883 .800"Atum 1.18° 137 1°X2.76"X.378°(� 88807 886118A1 8881120M 88824f2tl1 88881ON Tube Md E AGD fie 0997 a .8 r MIN. 1°X2.76°X.880•(6) 88808 888118M 6601121114 086240M OM14MU-Cup p ISM ,,II�� 809878 UYL 9"X3.126°X AV(1) 88837M 8881118M OMI14M 06242M 88881611 B 3.282 1.28"X8.188° �� EN` '''•'' ��i ty 12rX318f{"X.28lP(12) 88841M 8881117H 8881113M888241M 888618M C 0.882 X °Ahnn °•k r7'hD 1. Tube Mug No08 1�'X211'X.128°(16) 88570 WA WA WA SM17M .5870 E Am MIL E OFFSET apAt NOTMA 9.813 1 °X2 � yO: �sl% TOPVIEW •740" 1)ALL MULLION CUPS MAY 8E FACTORY MACH"m AND Comes UNUSED HOLES.P NEEDED. 'i.� !PLORIOP•''��• HOLES MAY BE DRILLED IN THE.FED FOLLOWING DM OMEN ON THO SHEET. Tube MUD ��1`S± 2)8M SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYN'N'"ONAL P.E. FL P.E.#86706 74C rt .126• LLL 4.000" 4.000' 2 W .12r � gy .128° .128 I 2A00• I .128• I I .12• STANOMCLIP 126' U-" L 2XBAN016CLIP 128° 8005•78ALUM, 8083•76ALUM. 80&4T8ALUM IM X488CTION x4mam X.STox -f ra 9°X4'X.9�• 1'X4'Xsw `MULLION MULUON tow IL X-S16N• GMTS X49MI pN .878• S.126•—•—«�_CIZQATE F4:LB+.9EH •�CUTHMTO ' 8A00° �„ 2.887' MIN. DETAL K SH8BT4 ��MIN. 1877' I .8 ° Q 876• 1.18• Med. 8 '�--ld.31r � ra.3tr � ac. .128° I F - d 30, ¢ F -Q---Q-- I WSAY MULLION I Q Q2 71•MIN.O.0 X TIION I I Q Q Q WKCAM - 0.2W � 718 (F.101°+I STANDAWOLP U•CLP 2XSANAL6CLP 808&T8 ALUMM �2 TB ALUM 8088.78 ALtMA. 3.483'• TOW" Um mo 1' TOW W 128° Q— , TABLE C B.�D• .376• � 8 Mmenelon Valuepn) ForMumon: MIN. F 3.887 1"X4"XA28" I .128• 4B° 1.18• I O 1.000 Tube M an Ilk H 2.880 T1+be MWBat MIN. 0.312"0317 F 3.187 1"X4X.378" B 48•BAY MULLION 2.2t0° I 9.000' O 0.787 AAAIHD1811 AUJK 83-TO H H 2430 Thbe Mtltlidl N t(o i Q Q F 2.813 �" Mu6 Q F 2876 48°. Mu8 mrl- 881' 1I1lIII/ 1�• TABLE D `.`��q`2�� C..Ns!�/4 i Q i .740' NM Dlmendon POT FarLA (ehaetl) A IlionStIL = *{ Ido.68708 C)IP 009et CUp U44 Angle CUP NQTF9 � 1•X4°X.l2V(10) OM OM11M 8881122M MAIM 001 - r 1)ALL MULLION CLIPS MAY BE FACTORY MACHmm AND TCPYIEW 1"X4"X.978"(11) 88810 SMI12M OW 123M 888242M 888818M CONTAIN UNUSED HOLIES.IFNEITEEDED.HCLEB MAY ORILM 2d D�(8) 88848 WA NIA NIA 801110M ��'� FLORI,.• �0 YWNO DBdE tS OMEN HIS 8HEE1'. S S ....... IONAL EE ��•• 2)S $HEFTS 2-4 FOR GENERAL INSTALLATION METHODS. 48Depee(1� 88880� ~�^- NIA NIA N/A 117M A LYWN�IPI9ER�P.E FL P.E.#88708 t TABLE E MuB mmondon POT Part 0 MuWon 8p1,Clip Ll•glp !SMI12M le Clip I 11 .128" I "1 I"-.12e• -moi f�-.128' ��p 2°X4°X.28°(13) 88802 608 JM 71M 2°x8 x.28"(14) 4 888282M 888272M 113M ' STANDARDCLP �� ' UCLP 270 ANGLE CLIP �n 8083EOTION tt MWg•T$ALUK GOWT8 ALUM Rai Nom, 2.000' I X-BEOTigd I X41ECTION 2.0 DW X•SECTION 6� 1)ALL MW110NCLIP$MAY BEFACTORY MACHINED I 128' I •128• L AW AND CONTAIN UNUSED HOLES.IF NEEDED,HOLES MAY BE DRILLED IN THE FIELD FOLLOWING 1490,-.� f DIMENSIONS OIYEN ON THIS SHEET. 1490, 2)SEE SHEETS 2.4 FOR GENERAL INSTALLATION 8800' METHOD& OUTN81t8T0 U 2" 328• CR9ATHRIXJP. 8.000' '_ 4A0 F, MIN 0228' 578' 5.000'MIN.O.0 2MON 1 I N 1.718' 2� 4. M1a I 0312• g � 000• IN.O.C. asp LLL reale x.2ION - _`_ re s12� a ate' i 3.4w OWMALUM. x sECTaa4 I 1 .3m Q ' O /Ci- MIN, �/C • i LSTANDARD ear MmL as 0083-78 �AUM 8053SLWANGLE"AUM raPweW WM4 TOPYIEWW11 -i TO W 13 8W 8WWrAIL P, Imo-- 8000° MON. r IJEET4 R' MON 0228" I 8.000' .37WMIN. MM. O 578° I 7.798• 1.344' ' MIN.O.C. � as I O I Q MIN 1. pRO vb tt-mft e.Sir I 4.888• �" r 8.498' I 8'438• tt111 i I ' rXrxw / MULLION 8M79ALUM. I QS X.91ICTION % .37r � No.58708 MIN. T., OFt AWMIH.O.C.280' 2�• �Q �: STANDARD U•CLOP 'i .!�LOR10P•�(�,� GMTSAUALeae3reawM $ [p��N`A� A941J4 I' TO�BW A.LYNN Maa.IER,P.E. TOFVOW FL P.E.#SSM TREBull ENO SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WIDOW FRAME DEPTH B 2AW.TUE OPENWO REQUIRES A DESIGN PRESSURE O'+80.0180.0 PSR. pp g+H�p 1) Y ASSUMINO THAT A 1"WIDE MULLION ISSUITABLE,THE MU LUON LENGTH B 7r ANDTHE OPENING WIDTH B 87432+1".W.REFEREpNCING SHEET 22.THE COLUMN USING RECT' LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEA8TTHE WINDOW FRAME DEPTH OF 2.1J4"AND WILL.MEET OR EXCEED THE REQUIRED DE8 OF+80,Of4�0 PIF.IF THE TABLE DAB NOT SHOW THE EXACT SIZE Uffi THE NEXT LARGER SIZE AVAILABLE. li M FROM T 3A.SHEET 7,THE 11 X 2.78"X.378'MULLION(IMOTH•7r.OPENING WITH•701)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 18+f•0U POP AND WOULDit Ap eFGe18 NOT BE ABLE FOR THIS APPLICATION. i Y FROM TAB 4A.SHEET 8.THE 1"X 2.70°X.080"MULLION(LENGTH u 7r.OPENING WIDTH•70)HASADESIGN PRESSURE OF 472.7 PIF WNW EXCEEDS THE REQUIREMENTS FOR THE MOMtrory OPENING MAY BE USED IN THIS APPLICATION NOTE THE ANCHOR CAPACITY REQUIRED OF&18 LBS. LtlN6TH A 2)USE T 48 TO FIND THE AMM TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)912 ANCHORS AND THE 2XO lJ ANORTAIIA GLE WITH(4)B12 ANCHORS HAVE A CAPACITY OF 840 LOL THOUGH EITHER ONE GOULD BE USD,THE STANDARD lI�IS EASIER TO INSTALL. rY 8E8. 3) THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER OEM .OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPI TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN WITH THE DN8 T TION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUXTTS TO MULLION. � IN THIS THE DESIGN PRESSURE REQUIRED WAG*60.0 PSP.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PIF WITH AN"MR CAPACITY OF 888 LBB.ALTERNATIVELY. INT eg i THE CAPACITY ADJUBTNEINT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 PS? X � ,Loa .824 8 L88 (MIRY BE USED TO QUALIFY A 10 STEEL SCREWS FROM TATTLE 46) THE BUILDING SUBSTRATE 18 KNOWN T086 CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL M WINDOW FRAME DEPTH 182.3/8'.THE OPENING REQUIRES A DESIGN PRESSURE OP+80.0F88:0 PGF. FOR THE VEIRTICAL MULLION: 1)INMIALLYASSUMING THAT AI"VAN MULLION 18OWTAB.E,THE MULLION LAMM163r+72W'•108"AND THE OPENING WIDTH 19W+8041".73".FMMMNCM SHEET THE OOLUMI4 USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 18 AT LEW THE WINDOW FRAME DEPTH OF2.3N'AND WILL mMPLszwkmsmLwm MOST OR EXCEED THE REWIRED DESIGN PRENIIRE OF+SW41&0 FBF.IF THE TABLE DOES NOT M40W THE MOOT SM USE THE NEXT LARGER SIZE AVAILABIA MULL FROM TABLE 3A.SHEET T.THE 1`X L78"X Zff MULLION(LENGTH•IOr.OPENING WIDTH•On MEETS THE DEPTH REQUIRED,HOWEVER THE OEM PARE 18+F1&1 POF AND WOULD NOT NO SWA13LE FORTH18 APPLICATION. FROM TABULE 9A,SHEET 13,THE r X 4"X.280'MULLION(LENGTH•188",OPENING WIDTH.809 HAS A DESIGN PRESSURE OF W4 C7 PSF WHICH EXCEEDS;THE REQWIffiMENTS DBTan FOR Me OPENING AND MAY BE USED N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBB. � PENESTIMIM 8 m18 BECAUSE IT B NOW KNOWN THAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPSM VWrH IS 30431r42-74,NOT 7r A8 PREVIOUSLY PRODUam ASSUMED.VERIFY THAT THE DESKNN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN THE W DIMENSION(3S11r+38.1/j4r-73'. 2)RITE TABLE 08 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITYAND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE IN"EXAMPLE,ASSUME THE POURED I U CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MILLION CLIP WERE TO 13E CENTERED WITHIN THE 8•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DBTANU2s MULLION` - ' USINGTHS STANDARD CLIP WITH(8)3N8'ULTRACON ANCHORS ATAN BOOS DM TANCB OF 2-Vr AN ANCIOR CAPACRY OF IOWLN WHICH G OREATLBR.AHD 6 MTAIIA DOTALIL THE SUITABLE,PORTHEREQUIEDANCUORCAPACTTYOP971LBS. 0FENM 81@81848 8HMT I=THE HORQ*NIAL MULIJOW, Hoolt FMR BECAUSE THE VERTICAL.MULL WILL.BE A r X 4•X.280'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MGJLL NS,ALTERNATNELY,ANOTHER MOM � MULLION TYPE COULD BE CHMEN, 1)THE MULLION LENGTH B W AND THE OPENING HEK04T 18 321+721+r•108".REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE8rowt8 F� 6 USED.FROM TABLE 9A,SHEET 13,THE r X 4"X AW MULLION(®LENGTH•4rOPENING HEIGHT,OPENHEIGHT•120)HAS A DESIGN PRESSURE OF+(.170.0 POF WHICH EXCEEDS THE code J REQUIREMENTS FOR THE OPENNO AND MAY 8E USED IN THIS APPUCATLOI.MOTE THE ANCHOR CAPACITY REMABD OF 871 LBL • 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR OJANTITYAND CUP TYPE REQUIRED FOR TRS CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S 8 8 VOL IF THE MULLION MOWERS TO BE CENTERED WITHINTHE 8'.CARE MUST BE TAKEN TO MANTANTHE FASTENERS EDGE DISTAMM USIN G IM 2XBANGJi CUPS WITH (4)3)18"ULTRADON ANCHORS AT AN EDGE DISTANCE O 1"GREG AN ANCHOR CAPACITY OF SOLOS WHIM IS OREATER,AND THEREFORE SUITABLE,FOR THE WQLURED \t t 111 t 11 ANCHOR CAPACITYO+821LBS. ...IV . 1l--pgg1 tApy 4)FOR THE U CLIP IN THE HORIZONTAL MULLION TO VERTICAL MMJLLKXd USE THE SAME ANGOR CAPACITY OF G1 L88 TACE 98 FOR THE U CJP BHONVB THE ANCHO2 1 ,: �) �i CAPACITY 181074 LOS WHEN USING 3 ANCHORS,WHICH B GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMW OF 821 LB&THE OPM00 WIOTH FOR ANGOR TYPE 18 A#12 STEEL.SCREW. �( ,$87D8 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS +684.7 POP FROM THE VERTICAL ORI MONTAL N ;�' fl*J. — *lMO+!•170.0 PSP FROM TIRE 88"HORIZONTAL MULLION ATTACHING TO CMU;PIF FROM THE 98'HOR¢ON7AL MULLION ATTACHING TO THE VERTICAL MU.UON(NTERBECTUOFU} % THE LOWEST DESIGN PRESSURE IS+W.7POP AND WOULD APPL.YTOALL OF THE MULLIONS, ��it�•..,�OR%Op' �G, ` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PREF,OF MULLIONS OR F TRMKXN ��`��ssi0NA1�� '• PRODUCTS,WILL APPLY TO 7HE OVERALL ASSEMBLY.FINN.DESIGN PRESSURE REQUIRES THAT THE BOTH THE M ULLONAMIO THE F�TRATION PRODUCT BE I STALLED IN A LYNNII�IfLA- P E WITH THE INSTALLATION SPECIFNCAT10N8INTO RESPECTIVE SUBSTRATES AND FErESm7m PRODUCTS TO MULLION. FL P.E#88708 Will' Peg / I V,6,11 INVU q Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230994 Permit Number: RC-11-13-2476 Scheduled Inspection Date: March 31,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Window and Door Buck Owner: CAMILLE HARRIS,ABDUL S MUKHTAR Work Classification: Alteration Job Address:15 NE 104 Street Miami Shores, FL 33138-2026 Phone Number Parcel Number 1121360120090 Project: <NONE> Contractor: DEEN CONSTRUCTION COMPANY Phone: (786)222-2101 Building Department Comments REPAIR OF A FIRE DAMAGE HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-230645. CREATED AS REINSPECTION FOR INSP-230592. CREATED AS REINSPECTION FOR INSP-230135. CREATED AS REINSPECTION FOR INSP-202323. Supply letter from Eng/Arch for structuralb attachment with 2 X Failed ❑ Open up both sides of porch window to verify Opening#15 Supply letter for opening installed with 3 2X6 on one side and 4 2X6 Correction � Needed Re-Inspection D E` 0 fL S Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 30,2015 For Inspections please call: (305)762-4949 Page 11 of 27 e � Richard S. Lookshin, Architect AR 13088 10013 SW 21 a Street Miami,Florida 33190 Fax 954-320-6971 Tel 954-309-6013 3-24-14 Building Department Miami Shores,Florida Re:Permit# 13-2476 15 NE 104 th Street To whom it may concern As requested this letter approves the following changes: - Windows 13 & 11 was installed with 2"x 4"wd.bucks installed w/3/16"x 2 1/2"tapcons @ 12"o/c min and attached to these bucks per Product approvals. -Window i5 was installed with 2"x 6"structural wd.bucks installed w/min.3/16"x 2 1/2" tapcons @ 12"o/c min.The first 2"x 6"was installed to existing column and each additional 2"x 6"installed to each other with tapcons with a min.3/16"x 2 1/2"tapcons @ 12"o%.. The window is be attached to these bucks per Product approvals. Please call if you have any questions. Very/y your, R .Lookshin,RA