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RC-13-614Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210745 Permit Number: RC- 3- 13-614 Scheduled Inspection Date: April 11, 2014 Inspector. Rodriguez, Jorge Owner: ARRONTE, MIGUEL & CARLINA Job Address: 890 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: EDFM CORP dunaing department comments INTERIOR REMODELING Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number INSPECTOR COMMENTS False 1132060050130 Phone: (786)586 -2576 April 10, 2014 For Inspections please call: (305)762 -4949 Page 27 of 31 Inspector Comments Passed _ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 10, 2014 For Inspections please call: (305)762 -4949 Page 27 of 31 a PERMIT # CONTRACTOR: SUBMITTAL DATE:' `- ADDRESS: NAME: RESUBMITAL DATES: PROJECT TYPE: i IAW .t ONING , FIRE RUCTURAL, IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL BLk - a z Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 193498 Permit NumbeA4 RC- 3- 13-614 Scheduled Inspection Date: June 14, 2013 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Fill Cells Columns Owner: ARRONTE, MIGUEL & CARLINA Work Classification: Alteration Job Address: 890 NE 92 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1132060050130 Contractor: EDFM CORP Phone: (786)586 -2576 rsuaamg uepanment comments INTERIOR REMODELING INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 188229. NOT READY. JR 40a 00-f Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 13, 2013 For Inspections please call: (305)762 -4949 Page 17 of 25 I ��a i Ph: 305-229-3874 Fax 305 - 359 -3863 Email: restructure @aol.Fom June 12, 2013 ROGER CHAVARRIA. P.E Consulting Engineer& Planner. 175Fontainebleau Blvd. Ste. 2G -5 Miami,FL33172 To: Village of Miami Shores 10050 N.E. end. Ave. Miami Shoro Village,FL.33138 To: Building Inspector Ref : Fill cells at comers of Arronte Residence at: 890 NE 92 Street Miami Shores, Florida 33138 Permit # 614 Dear Building Inspector: I, Roger Chavar�la, Engineer of record for the remodeling of this residence, did a site inspection for the above referenced location, due to a field conditions, the contractor place a #6 vert. bar with #6 dowels top & bottom with 36" long at all comers where there is a window. These bars are filled with grout and provide a better reinforcement to the envelope of this residence. To the best of my knowledge and professional judgment the reinforcement of these corners comply with the engineering practice for the situation found on site. Therefore I recommend to your department to approve this Inspection. If you have any questions or need any additional information, please, do not hesitate to call me at the above phone number. Sincerely; Q► p►. CHq`,, r * ; No. STATE OF Ci I- uctur E. # fittitt��`, 6 • tZ�! -�3 Miami Shores village Building Department MAR 2 8 2013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.' l Permit Type: BUILDING ROOFING JOB ADDRESS: 890 WE q z SiQz -'ET City: Miami Shores County: Miami Dade Zip: 13P_ Folio/Parcel #: I 1 —,3?— 042— 1,30 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Titleholder): C ArI l in �L,,i�-��l,,//'' ! � GtL€ n-rE. Ph--e#: D e(O"3�15 ^ 14'0 Address: 2(DSS Co ColUri� • AJp `� ll�`�' city: P 1 /,&•t i?�Vpe.�, state: F L Zip: 33 Tenant/Lessee Name: Phone#: Email: rr ! i&heD C.om CONTRACTOR: Company Name: Address: 1 Gel-i 9 S � City: i4.1 cO % Qualifier Name: r'2ctic ncD ca fi State Certification or Registration #: Contact Phone#: —19 6 ` I VG ti e- 0 t2 Phone#: I IVG 5.7 State Zip: ;:ate 7 �r 81'�-Ar t!yj e _ Phone#: Certificate of Competency #: Z44 7 c� Email Address: 1-r—D czn � ��-vvvi� a ®�7 L� h'1 • C P c v u-c DESIGNER: Architect /Engineer: S 1UA I f-h • M Value of Work for this Permit: $ t Square/Linear Footage of Work: 11-400- SQ • 1PT Type of Work: ❑Addition Alteration ONew 4epair/Replace ODemolition Description of Work: Zareai D2 il,.lobEU �► q U) Color thru tile: Submittal Fee $�� Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ MCC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable)) Mortgage Lender's Address A 99 `i riAll ST ZnA.. city son State KI2. Zip 0 3% 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 commence nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In ab ence of such posted notice, the inspection will not be approved and a reinspectWn fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 9 day of G►° , 20 Lj;, by [: y 4 rr a l day of 20 1 ?), by RrrArt & [hut l Ro0it u e4t who is�p'qrsonall knovvA to me or who has produced who is personally known to me or who has produced-EL-W-441 NOTARY Sign: Print: As identification and who did take an oath. ,g(i0i IGUEz My Commi NAY Cantu. ;;Z Aq 9.2015 My Commission Expires: D eCeVyh&v file 1- 2,OA(P a Commission * EE 116037 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 110/07)(Revised 06/1=009)(Revised 3/15/09) a . Prepared by: Jason B. Dubow, Esq. 215 N. Fed. Hwy. Dania Beach, FL 33004 Folio # 11- 3206 - 005 -0130 TRUSTEE'S DEED CFN: 20130177731 BOOK 28519 PAGE 1188 DATE:03 /0712013 07:29:44 AM DEED DOC 1,950.00 ' HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY THIS INDENTURE, Executed this day of �.�iN�C� , 2013, by JASON B. DUBOW anh DAVID J. WALLACE, as Co- Trustees of THE SOPHIE, CHARLES AND HELEN A. RAKOWSKY FAMILY REVOCABLE TRUST dated December 9, 2009, whose post office address is 215 North Federal Highway, Dania Beach, Florida 33004, GRANTOR, to MIGUEL R. ARRONTE and CARLINA T. ARRONTE, husband and wife, whose post office address is 890 NZ 92 ST, Muni Shores, M 33138 GRANTEE, W I T N E S S E T H That the said GRANTOR, for and in consideration of the sum of $10.00, in hand paid by the said GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE, and GRANTEES heirs and assigns forever, the following described land, situate, lying and being in MIAMI -DADE County, Florida, to wit: Lots 1 & 2, of Block 2, GOLDEN GATE PARK ADDITION, A SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 6, Page 130 of the Public Records of Miami - Dade County, Florida. This conveyance is subject to the following: 1. Taxes and assessments for the year 2013, and subsequent years. 2. Conditions, restrictions, limitations and easements of record, if any, but this provision shall not operate to reimpose the same. 3. Land use designation, zoning restrictions, prohibitions and other requirements imposed by governmental authority. 4. Utility easements of record. N.B. The subject property is not the homestead property of either the GRANTOR or the GRANTOR'S spouse or the GRANTOR'S minor children. and said GRANTOR does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons claiming by through or under GRANTOR. IN WITNESS WHEREOF, the said GRANTOR has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in presence of (witness B2 Sign) "— (SEAL) (Witness @2 Print) Connie Cnnnienn ON DUBOW, Trustee .. (Witness 92 Sign —` � �• (SEAL) (Witness 42 Print) y ,¢ DAY1-ff—J_-161LACE, Trustee STATE OF FLORIDA COUNTY OF BROWARD I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared JASON B. DUBOW and DAVID J. WALLACE, to me personally known to be the person(s) described herein or who produced as positive identification and who executed the foregoing instrument and who acknowledged before me under oath that the document was executed for the uses and purposes expressed therein. WITNESS my liand and official seal in the County and State last aforesaid this day of RLi`Ct C-y , 2013. My commission expires: Notary Public WWAN?ACAGWW MY CO AMEN I EE IMM "ME+S: MWA 15, 2MB 0W"TkuhftyA*kUWmv0n 11 NOTICE OF COMMENCEMENT A RECORDED COPY MM BE POSTED ON THE JOB SM Ay 71ME OFf�pW MWW=X PERMIT NO. T4X FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDER GNEb bareby gives notice that Improvernerb will be made to -certain real property, and In accordance with Chapter 713; Florida Statutes, the follaiwing Information Is provided In this Notice of Commencement 1 _Legal description of property and street/address: LIDT 1 '2 1201 N1111 CFN 2013RO375238 OR Bk 28626 Ps 1926; QP9) RECORDED 03/13/2013 13:45:39 HARVEY RUIVINP CLERK OF COURT HIAMI-DARE COUNTYP FLORIDA LAST PAGE 2. Description of Imp►vement (4,. V_F'(40�0%0 14W Owner(s) name and A;� & Into" In properV. . are and address:of,fee sjrqpIet1#eholder. C#.Qcl V.NtAr's- name, .!Idid.re.sP4tDcLphone.number.—F I 31=H- CC&z- "M7,50- re above nwenred for use of tl tg % 4,-. 0 N.-d V (__1 A& t I C" 4. Y-F I am 5- Surety; (Payment bold re q ulre0 by owner.fr&n contractor, ff any) and phone number. bond $ 6. LeMi)r's name and address: cou 7. PerwIls within the State of Florlda'designated by Owner uj$*P0,fio(?Ab"W: 1$4 6Wbe se- Sectilch Florida tWotej� .)7. Vol I HEREBY CERTlFY Md Narn6, address and phone number' B. in addidoh to himself, owners designates the following pe 713.13(1)(b), Florida Statutes. HARv ,E�y LERK of QQA Name; iddrws' and -phone number _ff " 9. ExplMtIon date of this' Notice bf Commencement*, 5-13 Ift expiration 4 date is I yew from the d ate of rXwft . a oWerent date is specmiso �rdew WAIWOO *6 OWNER- AW* kYMEN* TS MADE BY THE OWNER AFTER THE EXPIRATION QF THE N0710E P EN FCQMM CEM. �. ENT ARE CONSIDERED IMPROPIER- PAYMENTS -UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA 81AfUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPFJQVEMENTS. TO YOUR-PAQPFRTY. A NOTICE OF COMMENCEMENT -MUST Be RECORDED AN11 PO&Fb ON THt joa *rE6EFbRE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMSNCIN19 WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Skmatui*)'of O. net s or Ownerts)l Authorized Offlm/Dhictor/Partner/Manager Prepared By --ei- . I I - Prepared, BY Print Name '�A� W-A Jr. ; Print - STAIt' FLORIDA Titwoftlwl COUNTY AF MLAMlDADE The 10111 was ad me this day, of 14 \13 for Peisotiatlji or flowing tjoe- k'nqwn pftu"c'ed-the io - i "' �' identffica j I-A"I"JIM j; Signature of NArF'06 m - Prlht�N My Comm Expires Sep 23.2015 MMOAM ELMO -0 SLQMN _VrA E 8, AMT 92A A STAR C.Ornmission EE, 128810 1) at otao Under penalties bf.p&jft, I -ddb"VW I 16rbg6lng am Bonded Through National Notary Assn. that the facts stated In it are true, to the best of my knowledge a Signatun*) of Own 150s Authorized Officer/Director/Partrw/Manager who signed above: ) or rZZ Offlcer'olr By By M:Z"94W, 7i- 12W-52 PAGES 3/10 L EDFM CORPORATION 10021 SW 98TH AVENUE MIAMI, FLORIDA 33176 786 -586 -2576 FAX 305- 428 -3724 EDFMCONST'RUCTION(,GMAIL.COM May 10, 2013 Carlina Arronte 890 NE 92nd Street Miami Shores, FL 33138 Re: 890 NE 92nd Street PROPOSAL CONTRACT Dear Ms. Arronte, D E�C�gII1�7� ' MAY 14 2D13 We have inspected your home, met with the Architect, reviewed the final plans and we have calculated the final price. The following conditions apply: 1. Demolition: Remove as per plans $2,500.00 2. Sitework: New driveway as per plans 1,000.00 3 Concrete /masonry /steel: As per plans; 8,500.00 3. Carpentry: As per plans; 2,500.00 4. Doors: Asper plans; 2,500.00 5. Windows: Impact resistant; 8,450.00 6. Stucco/Drywall: As per plans; 3,500.00 7. Painting: Interior and exterior 3,500.00 8. Cabinets: New cabinets as per plans. ; 5,500.00 9. Plumbing: As per plans; 3,000.00 10. Electrical: As per plans: 4,000.00 r Total Construction Cost If you are in agreement please sign below. Carlina Arronte 1 �l : � $44,950.00 riguez Near 2813 09:37p EDFM Corporation 3054283724 p.2 `` �.�RAtAIl� -1► C Ni1f Za7Z °` Li CA1 1 ' 'FAA')CC I�C'E[Frr ton FIRST -CLASS CTOR I i p STATE OF RORIOA U.S. POSTAGE 'iOZU`1:1#T: 311,' I$ . , • PAID f 3sY = ;1311�8i"I3E,D1.SPi k b AT PEACE OF:BUStPtESS MIAMI, FL 30 .1 : ;. pU -DE Cl1APiiwR.BA'� ART. 8 & 10 PERMIT NO. 231 q �s. 369360 -4 THIS IS NOT A BILL — DO NOT PAY RENEWAL BUSINESS NAME / LOCKIMN RECEIPT NO. 385843-9 EDFM CORPORATION STATE# CGCO24746 10021 SW 96 AVE 33176 UNIN DADE COUNTY OWNER EDFM CORPORATION SM T of sa�taaess WORKER /S 1!6 GENERAL 'BUILDING CONTRACTOR 2 PpYNENlf U TAX 08/28/2012 60000000126 000075.00 SEE OTHER SIDE 00 NOT FORWARD EDFM CORPORATION MIRIAN RODRIGUEZ PRES 10021 SW 98 AVE MIAMI FL 33176 !aa[la�a��nu�� {sia ��aasa a� �t�aaaa��aaa�at�11sro111a13I 9 AC STATE OF FLORIDA• , . ' DEPARTMENT . ppF BUSINESS. AND PROFy l —Qi;AL R�GIILATION CONAPUCTION INDUSTRY.LICENSING BOARD SEQ# L1207290026! " LICENSE NB 107/2 9 2012 110415354 �C 0247.46 The:GBNERAL CONTAACTOR- Named below. IS CERTIV3:ED Under the provisions of Chapter 489 FS ExPiratiolm date: AD'G 31, 2014 RODR2GDEZ, FERNANDO.lt. EDFM CORPORATION 10021 SW 98TH AVE MIAMI FL 33176 .RICK •SCOTT: __... GOVERNOR '. ' _ _ SECRETARY LA RYw DiSPI_AY AS REQUIRED BY LAW ,.May. 15. 2013 10:31AM THE FIRST INS. GROUP CORP No. 0738 P. 1 CERTIFICATE OF LIABILITY INSURANCE •- •_ » oATE(NMlDDlY YYY) r THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFlCA7ig 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 per S HOLDER. IMPORTAT: i an ADDITIONAL INSURED, thA pollpy(I88) must be eesdpreed- If SUBROOA710N IS WAIVEp, guajeCt to the terms and conditions of the policy, certain Policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ilea Of such endomement(a). PRODUCER First Insurance Group a° 1; MIRIAM MESA 10967 SW 40 St ftlINE.90. 5)221-7878 �_= FA�Q •_o, . (3Q5 554 -709Q - rrpdri 523@6ol.00nt LA(l,.._ -._..� Miami, FL 33185 -... Q - _- Phone tNSURERt8)AFFORDWGCOVe E - •305)221.7878 Fax (308)854 - 7090 ° -^ NaC -.._; INJURER A : UNITED SPECIALTY INS ' I INSURED ._ ._ _. .-- -- �SygERB: SCOTTSDALEINSURANCE00. E.D.F.M. Corporation. .. --...- ��_.. _J,NSURER C_ 1 10021 SW 98th Avenue Miami, FL 33176- IN8URE14 D; lNI E :. Iz — _S ___ I URER F COVERAGES - -- -- CERTIFICATE NUMBER: THIS IS TO Y T CERTIFHAT THE POLICIES REVISION NUMBER: OF INSURANCE LI$TI_D BELOW HAVL� BEEN ISSUED TITHE INSURED NAMED ABOVE FOR THE pgLICY PERIOD INDICATED. NO�THSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS - „- CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, _EXCLUSIONS _AND OONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, OF INSURANCE - - ��- JADD NWZA .. P'O— NU 6ER - F POL E G6NzRAI LIABILITY LIMITS 1 © COMMERCULL ORNE;RAL LIABILITY H OCCURREN E $ -1 000 04 000. �• - # A ❑ ❑ CLANS -MADE 0 OCCUR P E a1T Ea oc�ure�ceL . � 100,000.00 " - NS12114Q$ 1 MED6a(P(Arlxonepe ph) 2/21/2012 12/21/2013 ❑ _ ^_ _ - PERSONAL b ADV INJURY $ 1000,0Q0.00 i GEML AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $- 2'000.000.00 1 _ ❑ POLICY• -1 JET_ PRODUCTS. COMP _ _S �Q ❑ Loc /OP AGG 2 00_0 _ AUTOMOBILE LIABILITY ffff[ ANY AUTO I CO M tSIN0 I[?LIi41IT I ❑ *-roogWNED SCHEDULED BODILY INJURY (Perperson) $ El IEIREDAUTOS OOSSOWNEO BODILYINJURY (Parg�jdgrrt Q Auros - 7RIUA IA_ _B LD OCCUR ❑ EXCESS LIAB ❑ CLAUa(S -MADE XBS0027108 EACH OCCURRENCE $ 1000 ,000.001 12/21/2012 12/21/2013 AGGREGATE ❑_DE2_Q RRy ENTIONI . -- $ 1 ;000,000.40 WORKERS COMPENSATION -- --" ' -- •— _ S —4 AND Et OPRIE O ' LIABILITY - VYE 9TATU- j}} - - "- ANYPROPRI�TORfPARTNERILXECUTIVE YIN ❑ TO�j1fJ, OFFICERlMEMBER EXCLUDED? t--; N /A E L, EACH ACCIDENT _ (M- 013tory In NN) _ J $ _ �.- _ DESC -RetPl f N u r E.L. DISEASE - EA EMPLO O OF OPERATIONS,�_L i — --^ - .-_.- E.LD199ME- POIICYLIMn• 3 i DESCRIPTION OF OPERATIONS f LOCATIONS / VEHICLES (Attach ACORD /Ytl9itianat Remarks Selroduta, If nrore e GENERAL CONTRACTOR LIABILITY p� is mqulrea) - LICENSE # CQCO24746 I � I CERTIFICATE CANCELLATION .. y CITY OF MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED POLIIt150E0 HEFORE THE EXPIRATION DATE THEREOF, NOTICE Milli E 10050 NE 2 AVE ACCORDANCE WITH THE POLICY PRO 1110 MIAMI SHORES 33138 �iT • I I3057508972 AUTHOrazED RsaRESENTA`Z - __. _.._...... ; ACORD 25 (2010105) QF -26, A(� CO II ghts reserved. The ACOlt�IraiT4�_rar o a re arks of ACORD �� A� CERTIFICATE OP LIABILITY INSURANCE DATE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 05/14/203Y"' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MCGRIFF, SEIBELS & WILLIAMS OF GEORGIA, INC. 5605 Glenddge Drive - Suite 300 Atlanta, GA 30342 CONTACT NAME: PHC NNe Ext : 404 497 -7500 ac No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # GENERAL LIABILITY INSURER A :Insurance Co. of State of Penns Ivania INSURED Hire Quest LLC INSURER B :Illinois National Insurance Co. 23817 INSURER C PREMISES Ea occurrence d/b /a Trojan Labor 4560 Great Oak Drive COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR North Charleston, SC 29418 -3535 INSURER D: INSURER E: MED EXP (Any one person) INSURER F PERSONAL & ADV INJURY $ COVERAGES CERTIFICATE NUMBER'TFM929JY RFVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD R POLICY NUMBER MMIDDY EFF MPMIDD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ PREMISES Ea occurrence $ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ POLICY PRO- iEcT F-1 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT IF accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ A AA B WORKERS COMPENSATION AND EMPLOYERS' LIABILnY �, / N PROPRIETOR/PARTNER/EXECUTIVE OFFICERWEMBEREXCLUDED? EN (Mandatory in NH) NIA WC009844028 JAIL,0�dC) AOS) 0006508887 ZANY WCO25052437 WC009844029 FL) 03/01/2013 03/01/2014 X ORY L MN OER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If y, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) COVERAGE IS PROVIDED TO ALL EMPLOYEES OF HIRE QUEST, LLC, D /B /A TROJAN LABOR AS SUBCONTRACTED BY EDFM -CORK Ler- KIIriLiAIC r1ULUCK MIAMI SHORES VILLAGE 100050 NE 2ND AVE MIAMI SHORES VILLAGE, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Page 1 of 1 ©1988 -2010 ACORD CORPORATION. All rights reservea. Af -f%DA 9c t-5n4ntnz% TI.w APADr% ---- --A 1................i..iw . w.! w.....L.. -4 ANADn i REPAIR ' HEAt,Ttq DEPAi34°�ie'ff F�At.'UN►-DAD� GOUN'iY STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS Repair APPLICANT: Helen Rakowsky PROPERTY ADDRESS: 890 NE 92 St Miami, FL 33138 PERMIT #:13 -SC- 1462333 APPLICATION # : AP 1101594 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR901273 LOT: 1 BLOCK: 2 sum)msioN: Golden Gate Park Addn PROPERTY ID #: 11- 3206 -005 -0130 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 l GALLONS / GPD septic tank CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 300 l SQUARE FEET bed confiquration drainfiel SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ l TRENCH [xl BED [ ] N F LOCATION OF BENCHMARK: FFE 16.1' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [27:601[ INCHES FT ][ ABOVE BELOW BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 49.561[ INCHES FT ][ABOVE BELOW BENCHMARK /REFERENCE POINT L D P O T H E R ILL REQUIRED: [ 7 INCHES EXCAVATION REQUIRED: [ 22.001 INCHES 1.- Existing 900 gal. septic tank, certified by Empire Engineering I, Corp on 3/20/2013 to remain. 2.- Install 300 sf of drainfield in bed configuration. 3.- Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed or drain trench. 4. -Invert elevation of drainfield to be no less than 12.47' NGVD. 5. -Bottom of drainfield elevation to be no less than 11.97' NGVD. The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated sewaqe flow of 300 GPD. SPECIFICATIONS BY: Jorge Millan TITLE: APPROVED BY: t!y�!(j'�G�G_ TITLE: Engineering Specialist II Dade CHD Erlande amisca DATE ISSUED: 03/26/2013 EXPIRATION DATE: 06/24/2013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC Page 1 of 3 V 1 t a i �o Miami. Shores Village Building Department JUN �'� 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 v Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHO (305 )762.4949 nNI ... E011011 FBCV JOB ADDRESS: Boo '14 E LZ SI City: Miami Shores County: Miami Dade Zip: Folio/parceM Is the Building Historlcally Dedguated: Yes Zone: OWNER: Name (Fee Simple Titleholder), ✓1 a T &f2(�(1Trc 1 9!, city: State: Zip: 'a3 140 Tenant/Lessee Name: phone#; Email: ciaQ-,1 i n !� ,�Qf 2 F7 �1`�� t�l^ p� • �8-W� CONTRACTOR: Company Name: Phone#: iSla 'S166 -2�1 (� Address: `IO©Z SW I,Fs -Nme City: VA I t�k4 State: �1- Zip: Qualifier Name: V7E-ar%,6ncAn � Q( )�Z Phone#_ Tl E369 " oPlo - 2 State Certificatic Contact Phone#: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Square/Linear Footage of Work: . Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: _ y t61 1�S Qi=-P— J::t , C.fy-1 -niTt Cjn S ©F- Color thru dk: a Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $, Training/Educadon Fee $ Technology Fee $ Double Fee $ Stractnral Review $ TOTAL FEE NOW DUE $_ + Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BORERS, 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 cerhfied copy of the recorded notice of commenc nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t Bence of such posted notice, the inspection will notes approved and a reinspectio will be charged. C,�3",�� /'/)lT� _'�I`�'1• %'ill �� a . Owner or Agent f� The fo o' instrum was ow ged befoz�me this day f 1 b aY Y who i onally known to me r who has produced s identification and who did tak oa . NOT Sign: Print My Commission Expires: e / Contractor The fore g instrument acknowled ed bef me s �) day of ?A, by 0 o y known to me or who has produced identification and who did take an oath. N TAR�rTLIC: a ' -\ n A APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Sigi Prin My / (� Ding Clerk FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION FORM 402 -2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES Scope: Compliance with Section 402 of the Florida Bu11ding Code, Energy Conservation, shad be demonstrated by the f R '6oa B'1 of Form 40 stories or less in h additions t0 existing residential buildings renovations to exisbng residential buildings, new ng trooling and water heatng systems in e:dsting buildings as appiicable.To combuilding must mcat or excof the engy effiecy requireents on Table 402A d ail icable mans form. if a uilding dees not comply with this method or Altemate Form 402, h may still comply under on 405 of ding Code, Energy Corrservatlen. PROJECT NAME: AND ADDRESS: Carlin Arronte 890 NE 92nd Street BUILDER: PERMITTING Miami Shor.,Florids. 33138 OFFICE: OWNER: Carlin Arronte PERMIT NO.: JURISDICTION NO.: 232600 General Instructions: 1. New construction which incorporates of the followingg features cannot comply using this method: gloss areas in excess of 20 pacard of conditioned floor area, electric resistance heat and air handlers located in attics. Add&oas 5 600 sq.ft., renovations and equipment changeouts may comply by this method with exceptions given. 2 FlII In all the applicable spaces of the 'To Be Installed" column on Table 402A with the information requested. All 'To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the `To Be installed" column information. 4. Read the requirements of Table 4028 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owners agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single - family detached or multlple -famlly attached 3. K multiple- famlly6-No. of units covered by this submission 4. Is this a worst case? (yeslno) S. Conditioned floor area (sq. ft.) S. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and Insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (11-value) d. Concrete, raised (R- Value) e. Concrete, common (R value) 9. Wall type, area and insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood flame (Insulation R value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location, an a. Duct location, insulation b. AHU location c. Qn, Test report attached (< 0.03; yes/no) 12. Cooling system: a. Type b. Efficiency 13. Heating system: a. Type b. Efficiency 14. HVAC sizing calculation: attached 15. Hot water system: a. Type b. Efficiency Please Print CK 1. Existing Building 2. Single - Family 3. 4. No 6. 1130 Ga. 6b. 6c. 235 sq. ft. 7. 20 % Be. R= - lin ft. 8b. R= 14115" sq.ft. Sc. R= - - sq. R. 8d. R= - - 90t. Be. R= _ _ sq. ft. 9a-1. R= 6 896 sq,% 9a-2. R= - - sq. It. 9b-1. R= - - sq.fL 9b-2. R = - sq. ft. 10a. R- 30 sq.% 1130 10b. R= - q. ft. 11 a. R- Attic - 11 b. Attic 11c.7est report attached? Yes No ✓ 12a. Type: Existing Central Unit 12b. SEERMER: N/A 13a. Type: Electrical 13b. HSPFICOPIAFUE: WA 14. Yes No ✓ 15a. Type: Instant Water Heater 15b. EF: 0.99 I hereby certify that end flcatl red by the calculation are in compliance the Rodda Review of plans and specifications covered by this calculation bufi�ies compliance with the Rarkfa Energy Code. Energy Code. Before construction is completed, this building will be inspected for compliance in / � accordance wnh Section 553.908, F.S. PREPARED BY: DAT CODE OFRCIAL: I hereby certify that this building Is In mp �wfth the Rodda Energy Code: DWNER AGENT: DATE: DATE: A mmn ct nornA 121111 nrnrr- rune - enrenrw nnnr0Mn.1arn1 . A FORMS TABLE 402A BILALDING COMPONENT PERFORMANCE CRITERW' INSTALLED VALUES: REQUIREMENTS 1.1-Factor < 0.65 U- Factor - 0.65 Windows (see Note 2): SHGC = 0.30 SHGC 0. = 30 0. Air leakage %of CF A < =20% %of CFA= Skylights U- Factor < 0.75 Doors: Exterior door U- Factor U -Facto < 0.65 U- Factor = Floors: Slab -on -grade No requirement R -Value = Over unconditioned see Note 3 R-13 Whom forced-air furnace is primary system, programmable thermostat is required. Waits - Ext. and Adj. (am Note 3): Air distribution system 4032 Frame R-13 R- Value = - Mass (see Note 3) Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.32. Provide switch or clearly Interior of wall: R-7.8 R -Value = - Exterior of wall: R-6 R -Value - 6 CeHbW (see Notes 3 & 4) R=30 R -Value - 30 Test report Reflectance 025 Reflectance = - Attached? Yes/No Air distrbudon system (see Note 4) N/A Ductwork & air handling unit Location: Unconditioned Space Test report Unconditioned space Not allowed Coofmg/twadng equipment Attached? Conditioned space N/A Yeswo Duct R -vakre R -value Z 6 R -Value = 6 404.1 Air leakage On Qn S 0.03 Qn = _ /Ur cordddard ms see Note SEER =13.0 SEER = N/A Heating system Heat pump (see Note 5) Cooling: SEER =13.0 SEER - - Heading: HSPF - 7.7 HSPF = - Gas furnace AFUE 70% AFUE _ - Od furnace AFUE 78% AFUE = - Electric resistance: Not allowed (see Note 5) Water heating system (storage type) Electric (see Note 6): 40 gal: EF - 0.92 Gallons = - 50 gat: EF - 0.90 EF = - Gas fired (see Note 7): 40 gal: EF - 0.59 Gallons = - othar (describe): Instant Water Heater 50 gal' EF = 0'58 EF _ -0.99 (1) Each component present in the As Proposed home must meet orexceed each of the applicable performance criteria in orderto comply with this code using this method; otherwise Section 405 compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must oompiywith both the maximum U- Factorand the maximum SHGC (solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or leas than 200% of the conditioned floor area (CFA); otherwise Section 405 must be used for compliance. Exception: Additions of 600 square feet (56 ma) or less may have a maximum glass to CFA of 50 percent. (3) R- values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass wails, the "ulterior of weir requirement must be met except If at least 50% of the R-6 insulation required for the "exterior of waif" Is installed exterior of, or integral to, the wall. (4) Ducts & AHU installed substantially leak free per section 40322.1. Test by Class 1 BERS rater required. Exception: Ducts installed onto an existing air distribution system as part of an addition or renovation; duct must be R-6 installed per Sec. 5032.72. (5) For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment, see Tapes 5032.3(1 -6). Exception: The prohibition on electric resistance heat does not apply to additions, renovations and new heating systems installed in existing buildings. (6) For other electric storage volumes, minimum EF - 0.97 - (0.00132 x volume). M For other natural gas storage volumes, minimum EF - 0.67- (0.0019 x volume). TABLE 4028 MANDATORY REQUIREMENTS COMPONENTS SECTION REQUIREMENTS CHECK To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E Air leakage 402.4 283. Windows and doors - 0.30 dn*dsq.fL Testing or visual Inspection required. Flreplaoes: gasketed doors & N/A outdoor combustion air. Cei ings/Imee wails 4052.1 R-19 space permitting. V Programmable thermostat 403.1.1 Whom forced-air furnace is primary system, programmable thermostat is required. c/ Air distribution system 4032 Ducts in attics or on roofs insulated to R-8; other ducts R-6. Ducts tested to Q. - 0.03 by a Clew 1 BERS rater. Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.32. Provide switch or clearly Water heaters 403.4 marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to - R-2 + accessible manual OFF switch. Sams and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat Swinaning pool & apes 403.9 loss except d 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum dmrmal N/A efficlency = 78% 829% after 4/16113. Heat pump pool heaters minimum COP= 4.0. Sizing calculation performed & attached Mlmmurn efficiencies per Tables 5032.3. Equipment efficiency verification Coofmg/twadng equipment 403.6 required. Special occasion cooling or heating capacity requires separate system or variable capacity system. N/A Eletric teat a1" must be divided Into two or more Lighting equipment 404.1 At least 501. of permanently installed lighting fixtures shall be high-efficacy, lamps. ✓ N/A 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION C.5 iI 4 r 4 ASD Design, with a Load Factor of 0.6 *W 3/2112013 ASCE 7 -10 ASD DESIGN =0.6 *W Wind Loads on Buildings (Directional Procedure) per ASCE 7 -10 Description: 13 085 1301 NE 92 Street Anal is b • M.M Calculated Parameters Type of Structure Height/Least Horizontal Dim T 0.33 Flexible Structure I No Calculated Parameters Gust Factor Category I: Rigid Structures - Simplffied Method Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha 1 9.500 0.00 -0.55 -0.18 = 1 900.000 1 -0.18 Zmin 15.00 ft Cc * (33/z)0.167 0.2281 At = 0.105 427.06 Bt = 1.000 1/ (1 +0.63 *((Min(B,L) +Ht /Lzm "0.63)) "0.5 Bm = 0.650 Cc = 0.200 1= 500.00 It Epsilon = 0.200 I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used in = 15.00 ft Fist 26.11 -1 Internal Pressure Coefficients for Buildings, GcPi Condition Gust Factor Category I: Rigid Structures - Simplffied Method max + Gust1 For rigid structures (Nat Freq > 1 Hz ) use 0.8 1 0.85 0.00 -0.55 -0.18 Gust Factor Category 11: Rigid Structures - Complete Analysis 0.18 1 -0.18 Zmin 15.00 ft Cc * (33/z)0.167 0.2281 7Gust2.0.925%1 1 *(zm/33 Epsilon 427.06 ft 1/ (1 +0.63 *((Min(B,L) +Ht /Lzm "0.63)) "0.5 0.9236 +1.7*lzm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.8848 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fist 26.11 -1 Internal Pressure Coefficients for Buildings, GcPi Condition Gc i max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 1 -0.18 MAR 2 8 2013 Eastern Engineering Group Nip" KIII wo i- s Page No. 1 of 2 s � ASD Design, with a Load Factor of 0.6*W 3121/2013 a ASCE 7 -10 ASD DESIGN =0.6 *W Wind Loads on Buildings (Directional Procedure) per ASCE 7 -10 Figure 6.30 -2 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a It Hipped Roof 7 < Theta. <= 27 n a = 4.1 = => 1 4.10 ft nnuhla Click on anv data entry line to receive a hela Screen Component VWdth (ft) span (ft) Area (ft ^2) Zone GCp Wind Press (Ib/ftA2 Max Min Max I Min 10 10.00 4 1.00 -1.10 40.05 -43.45 10 10.00 5 1.00 -1.40 40.05 -53.63 20 20.00 4 0.95 - 1.05 38.25 -41.64 20 20.00 5 0.95 - 1.29 38.25 -50.02 50 50.00 4 0.88 -0.98 35.86 -39.26 50 60.00 5 0.86 -1.13 35.39 1 -44.30 100 100.00 4 0.82 -0.92 34.06 -37.45 100 100.00 5 0.82 - 1.05 34.06 -41.64 200 200.00 4 0.77 -0.87 32.25 -35.65 200 200.00 5 0.77 -0.94 32.25 -38.03 10 10.00 1 0.50 -0.90 23.08 -36.66 10 1 10.00 2 0.50 -1.70 23.08 1 -63.81 10 1 10.00 3 0.50 -1.70 23.08 1 -63.81 20 20.00 1 0.44 -0.87 21.04 -35.64 20 20.00 2 0.44 -1.55 21.04 -58.70 20 20.00 3 0.44 -1.55 21.04 -58.70 50 50.00 1 0.36 -0.83 18.34 -34.28 50 50.00 2 0.36 -1.35 18.34 -51.95 50 50.00 3 0.36 -1.35 18.34 -51.95 10 10.00 2H 0.50 -2.20 16.97 -74.67 10 10.00 3H 0.50 -3.70 16.97 - 125.58 20 20.00 2H 0.44 -2.20 14.93 -74.67 20 20.00 3H 0.44 -3.34 14.93 - 113.32 50 50.00 2H 0.36 -2.20 12.23 -74.67 50 50.00 1 3H 1 0.36 1 -2.86 12.23 -97.12 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Eastern Engineering Group Page No. 2 of 2 ANALYSIS DETERMINE REACTIONS, MOMENTS & SHEARS R2= 0.5(cosB +w,,,JLi +(COSB +w. I(Li +0.5L2)L +PL`LIL2 = 6.11 kips / ( Ri— wvj + W'. � Li+ w -. +. Cosa ( COSB wua Lz +P —R2 — ) = 6.11 kips Xt = 9.25 ft X2 = 9.25 ft X3 = 0.00 ft M tirr„ = 0.5 wD" + wu.a ) L22 + PL2 = 0.0 ft-kips (COSO ( Wm + ) `X . +X 2)2 = 28.2 ft-kips Mns�= (oS9 w 8 V„m = 6.11 kips, at R1 right Tube Ix S, J br tr tw 57 14.2 70.30 6.00 0.25 10.25 IP WLL� ��r- T- wu� wol. :� R, I MMin BENDING CAPACITY ABOUT MAJOR AXIS (AISC 360 -05 Chapter F) I = Max(L2 > X3) = 0.00 ft, unbraced length l %I INPUT DATA & DESIGN SUMMARY A- BEAM SECTION (WF, Tube or WT) a > �iBCS3ldI w SLOPED DEAD LOADS wDLA IA < kips / ft F3 w0u - kips / ft F5 PROJECTED LIVE LOADS wu„, it d kips / ft F9 WLL 2 = kips / ft x CONCENTRATED LOADS PDT kips PLL ; kips x BEAM SPAN LENGTH L Compact Web CANTILEVER LENGTH L2 (0 for no Cantilever) x BEAM SLOPE )!! : 12 (0= 0.00 ° ) DEFLECTION LIMIT OF LIVE LOAD d LL = L BEAM YIELD STRESS Fy ksi THE BEAM DESIGN IS ADEQUATE. ANALYSIS DETERMINE REACTIONS, MOMENTS & SHEARS R2= 0.5(cosB +w,,,JLi +(COSB +w. I(Li +0.5L2)L +PL`LIL2 = 6.11 kips / ( Ri— wvj + W'. � Li+ w -. +. Cosa ( COSB wua Lz +P —R2 — ) = 6.11 kips Xt = 9.25 ft X2 = 9.25 ft X3 = 0.00 ft M tirr„ = 0.5 wD" + wu.a ) L22 + PL2 = 0.0 ft-kips (COSO ( Wm + ) `X . +X 2)2 = 28.2 ft-kips Mns�= (oS9 w 8 V„m = 6.11 kips, at R1 right Tube Ix S, J br tr tw 57 14.2 70.30 6.00 0.25 10.25 IP WLL� ��r- T- wu� wol. :� R, I MMin BENDING CAPACITY ABOUT MAJOR AXIS (AISC 360 -05 Chapter F) I = Max(L2 > X3) = 0.00 ft, unbraced length l %I Required Conditions AE. A- Tube Required Conditions Chap F Sections for WF Tube WT F2 F3 F4 F5 F7 F9 Double Symmetric x x x Compact Web x x x Noncom act Web x ' Slender Web Compact Flanges x x Noncom pact Flan es Slender Flan es Applicable Section I I I ok MMax BENDING CAPACITY ABOUT MAJOR AXIS (AISC 360-05 Chapter F) MffibweW = Mn / Db = 30.4 ft-kips, top flange fully SL > Mbax [Satisfactory] M1701V 0 = Mn / sab = 30.4 ft -kips > Mme„ ISat1afact0ry1 where Sib = 1.67 , (AISC 360-05 F1) ttttilllllll /j� .CH 0 • No. 5 712 OF :�4: A4 0 R101%.6 �,SSAONAL"�%%xx O%% //11111•ittt ---V f SHEAR CAPACITY ABOUT MAJOR AXIS (AISC 360-05 Chapter G2 or G5) Vmbw, re = Vn / Si, = 51.7 kips > Vm,., [Satisfactory] where Q. = 1.67 , (AISC 360-05 G1) CAMBER AT DEAD LOAD CONDITION L = L 1 1cos 8 = 18.50 ft, beam sloped span a = L2 1COS B = 0.00 ft, beam sloped cantilever length P = PDT COS 0 = 0.00 kips, perpendicular to beam W1 = wDL,1 COs B = 0.26 klf, perpendicular to beam w2 = W M2 COS 0= 0.00 klf, perpendicular to beam Pal(L +a) w,L3a W2a3(4L +3a) DEnd = _ + _ 0.00 in, downward perpendicular to beam. 3E1 24EI 24EI USE C = 0/4" AT CANTILEVER PaL 2 5w� La 2 2 w,L a Amid = — + _ = 0.42 in, downward perpendicular at middle of beam. 16EI 384EI 32EI USE C = 2/4° AT MID BEAM. DEFLECTION AT LIVE LOAD CONDITION P = PLL COS B = 0.00 kips, perpendicular to beam W1 = wU,1 COS 2 0 = 0.40 klf, perpendicular to beam W2 =WU,2 COS2 B = 0.00 klf, perpendicular to beam rPal (L +a) _ w,L3a waa3(4L +3a)l 3EI 24EI + 24EI JC°s9= _ _ PaL'' + 5w,L4 _ w.L2a2 cos 9 — Aid 16EI 3$4EI 32EI 0.00 in, downward to vertical direction. 2L2 / 240= 0.00 in [Satisfactory] 0.64 in, downward to vertical direction. L, / 240 = 0.93 in [Satisfactory] � v � f r RC.ENGINEERING Roger Chavarria.P.E. PROJECT Arsortte Fe Ras $90 N F_92 n I Mlamish PAGE Consulting Engineer a P�annar. CLIENT: ),4of Sei[rt..2,".x1i?" DESIGN BY ROGER C. Ph :305 -229-3874 Email: restrvcture(F�aol.com JOB NO.: �, .,.: _- DATE:til20'' .': x: REVIEW BY INPUT DATA & DESIGN SUMMARY L, MEMBER SIZE No. 2, Southern Pine _ LZ L ( MEMBER SPAN - +ft Poi 1 � P. UNIFORMLY DISTRIBUTED DEAD LOAD WD = Ibs / ft 1 w` -� UNIFORMLY DISTRIBUTED LIVE LOAD WL = j - Ibs t ft v CONCENTRATED DEAD LOADS PDT = 0 r Ibs "D - (0 for no concentrated load) Lt = 0 ft 4 1.25 PDZ = 0 ibs TERMINE CAMBER AT 1.5 (DEAD + SELF WEIGHT) 5 1.60 Wind/Earthquake Load DEFLECTION LIMIT OF LIVE LOAD AL = L 1 fib , Camber => 0.17 Inch DEFLECTION LIMIT OF LONG -TERM dKcrD +L = L /260 Choice => 5 Wind/Earthquake Load THE BEAM DESIGN IS ADEQUATE. Does member have continuous lateral support by top diaphragm ? (1= yes, 0= no) 1 Yes Code Duration Factor. Cr, Condition 1 1 0.90 Dead Load 3 2 1.00 Occupancy Live Load 5 3 1.15 Snow Load Choice 4 1.25 Construction Load TERMINE CAMBER AT 1.5 (DEAD + SELF WEIGHT) 5 1.60 Wind/Earthquake Load 6 2.00 Impact Load Choice => 5 Wind/Earthquake Load ALYSIS TERMINE REACTIONS, MOMENT, SHEAR wseinNt = 5 Ibs / ft RLee = 1.65 kips VMax = 1.40 kips, at 9.25 Inch from left end MMax = TERMINE SECTION PROPERTIES& ALLOWABLE STRESSES b = 2.50 in E'min = N/A E = Ex = d = 9.25 in FbE = WA Fb = A = 23.1 ire I = 165 it 4 Fv = Sx = 35.650 in3 Ra = NIA E' = IE= N/A Code Designation 1 Select Structural, Douglas Fir -Larch 2 No. 1, Douglas Fir -Larch 3 No. 2, Douglas Fir -Larch 4 Select Structural, Southern Pine 5 No. 1, Southern Pine 6 No. 2, Southern Pine Choice => 6 Rpjgct = 1.65 kips 4.13 ft -kips, at 5.00 ft from left end 1600 ksi Fb = N/A 1,050 psi F = FbE / Fb* = N/A 175 psi Fb' = 1,680 psi 1,600 ksi FV = 280 psi CD CM Ct CI CL CF Cv Cc Cr 1.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ECK BENDING AND SHEAR CAPACITIES fb = MM8x / Sx = 1389 psi < Fb = 1680 psi [Satisfactory] f,' =1.5 VM= / A = 91 psi < FV [Satisfactory] ECK DEFLECTIONS A (L. m.0 = 0.17 in, at 5.000 ft from left end, < A L = L / 260 [Satisfactory] 4(Kcr0 +L, Maxi = 0.34 in, at 5.000 It from left end < AK,D +L = L / 260 [Satisfactory] Where Kcr = 1.50 , (NDS 3.5.2) TERMINE CAMBER AT 1.5 (DEAD + SELF WEIGHT) A (f.M. Mwo = 0.17 in, at 5.000 ft from left end t!) 111111 j, 111j11t1nf110%, t r t t x _ . a ECK THE BEAM CAPACITY WITH AXIAL LOAD AL LOAD F = d kips ALLOWABLE COMPRESSIVE STRESS IS Fc' = Fc Co CP CF = 1788 psi Where F,, = 1500 psi Co = 1.60 CF = 1.00 (Lumber only) CP = (1 +F) / 2c - [(1 +F) / 2c) - F / c]o.e = 0.745 Fc* = Fc Co CF = 2400 psi L8 = Ke L = 1.0 L = 120 in d = 9.25 in SF = slendemess ratio = 13.0 < 50 F.E = 0.822 E to I SF = 2833 psi E'min = 580 ksi F = FcF / F,* = 1.180 C = 0.8 IE ACTUAL COMPRESSIVE STRESS IS 1 i F F [Safisfies NDS 2005 Sec. 3.7.1.41 fc = F / A = 0 psi < F,' [Satlsfactoryl IE ALLOWABLE FLEXURAL STRESS IS Fb = 1680 psi, [ for Co = 1.6 ] 1E ACTUAL FLEXURAL STRESS IS fb = (M + Fe) / S = 1389 psi < Fn [Satisfactory] 1ECK COMBINED STRESS [NDS 2005 Sec. 3.9.21 (f. / F.' f + fb / [Fe (1 - f. / Fes] = 0.827 < 1 [satisfactoryl SIM200804 Used for Florida State Wide Product Approval # FL11468 Products on this Reoort which are approved: Product FL# Product FL# Product FL# Product FL# HGU5.25 -SDS 11468.1 HGUS26 -2 11468.7 HGUS7.37 /10 11468.13 MGU3.63 -SDS 11468.21 HGU5.50 -SDS 11468.1 HGUS26 -3 11468.7 HGUS7.37 /12 11468.13 MGU5.25 -SDS 11468.21 HGU7.00 -SDS 11468.1 HGUS26 -4 11468.7 HGUS7.37 /14 11468.13 MGU5.50 -SDS 11468.21 HGU7.25 -SDS 11468.1 HGUS28 11468.8 HHGU5.50 11468.14 MGU7.00 -SDS 11468.21 HGU9.00 -SDS 11468.1 HGUS28 -2 11468.8 HHGU7.00 11468.14 MSCPT2 11468.22 HGUQ210 -2 11468.2 HGUS28 -3 11468.8 HHGU7.25 11468.14 MSCPT2 -2 11468.22 HGUQ210 -3 11468.2 HGUS28 -4 11468.8 HHGU9.00 11468.14 MSCPT2 -2N 11468.22 HGUQ210 -4 11468.2 HGUS3.25 /10 11468.9 HHUS210 -3 11468.15 MSCPT2N 11468.22 HGUQ26 -2 11468.3 HGUS3.25/12 11468.9 HHUS210 -4 11468.15 THA426 11468.23 HGUQ26 -3 11468.3 HGUS410 11468.10 HHUS5.50 /10 11468.15 THGB2 11468.24 HGUQ26 -4 11468.3 HGUS412 11468.10 HHUS7.25 /10 11468.15 THGB3 11468.24 HGUQ28 -2 11468.3 HGUS414 11468.10 HUCQ1.81 /11 -SDS 11468.16 THGBH2 11468.24 HGUQ28 -3 11468.3 HGUS46 11468.10 HUCQ1.81 /9 -SDS 11468.16 THGBH3 11468.24 HGUQ28 -4 11468.3 HGUS48 11468.10 HUCQ210 -2 -SDS 11468.16 THGBH4 11468.24 HGUQ410 11468.4 HGUS5.25 110 11468.11 HUCQ210 -3-SDS 11468.16 THGQ2 -SDS3 11468.25 HGUQ46 11468.4 HGUS5.25/12 11468.11 HUCQ310 -SDS 11468.17 THGQ3 -SDS3 11468.25 HGUQ48 11468.4 HGUS5.50 /10 11468.11 HUCQ410 -SDS 11468.17 THGQH2 -SDS3 11468.25 HGUS2.75 /10 11468.5 HGUS5.50 /12 11468.11 HUCQ412 -SDS 11468.17 THGQH3 -SDS3 11468.25 HGUS2.75/12 11468.5 HGUS5.50 /14 11468.11 HUCQ5.25 /11 -SDS 11468.17 THGQH4 -SDS3 11468.25 HGUS2.75 /14 11468.5 HGUS5.62/10 11468.11 HUCQ5.25 /9 -SDS 11468.17 THGW3 -3 11468.26 HGUS210 -2 11468.6 HGUS5.62/12 11468.11 HUCQ610 -SDS 11468.17 THGW3 -4 11468.26 HGUS210 -3 11468.6 HGUS5.62/14 11468.11 HUCQ612 -SDS 11468.17 THGW4 -3 11468.26 HGUS210 -4 11468.6 HGUS6.88 /10 11468.12 HUS1.81 /10 11468.18 THGW4 -4 11468.26 HGUS212 -3 11468.6 HGUS6.88/12 11468.12 LGU3.25 -SDS 11468.19 THJU26 11468.27 HGUS212 -4 11468.6 HGUS6.88/14 11468.12 LGU3.63 -SDS 11468.19 THJU26 -W 11468.27 HGUS214 -3 11468.6 HGUS7.25 /10 11468.13 SDS 11468.19 HGUS214 -4 11468.6 HGUS7.25 /12 11468.13C US310 11468.20 HGUS26 11468.7 HGUS7.25/14 11468.13 LU 11468.20 Jax Apex Technology, Inc. FBPE CA NO. 7547 4745 Sutton Park Court, Suite 402 Jacksonville, FL 3222419041821-5200 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 LIMITATIONS 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: SIM200804 CATEGORY: Structural Components SUBCATEGORY: 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 96- 72.110. Page I of 19 Simpson Strong -Tie Figure 1 Typical HGUS Hanger Igo" N .. 1�'irra�n�iorls vru�t kL 13 HHUS210 -3 411/16 9 3 HHUS210 -4 61/8 8 7/8 3 HHUS5.50 /10 51/2 9 3 HHUS7.25116 7114 9 3 5 Figure 2 Typical HHUS Hanger TABLE 2 HHUS Allowable Loads .arry�ny . : t�arrteu vru�t rnnaww hAodelo nw� �er� :: 30-16d 10-16d 3580 5455 5900 5900 5900 30-16d 30 -16d 10 -16d 3610 5530 5900 5900 5900 10-16d 3610 5530 6355 6910 7665 30-16d 10-16d 3610 5530 6355 6910 7835 Figure 3 Typical HUS Hanger TABLE 3 HUS and LUS Page 9 of 19 Allowable Loads itrrien$iotts ' F.. hAodelo Wind 10-16d 3000 4310 4465 4565 4930 4-16d _ 1165 HUS1.81 /10 113/16 87/8 3 30-16d - LUS31U— —_' 2 916 71/4 2 6-16d LUS36 2 9/16 51/4 2 4-16d Page 9 of 19 Allowable Loads Simpson Strong -Tie I - upliftlaor ' Sr Fl�tf Wind 10-16d 3000 4310 4465 4565 4930 4-16d _ 1165 1325 1525 1655 2120 4-16d 1160 410 470 510 655 Simpson Strong -Tie Concrete Strength 0 (psi) 2000 2500 3000 is � !fi' f ,� fi: / :,- 4. � ,., : � . �- n' ��iy��•' Allowable Loads Carried Truss 12" High 1 Ply NVFHEIA 1 2 Ply NVFHE2A 3 Ply NVFHE3A 4 Ply MENA Gravity 4550 4550 7300 7300 Uplift 4550 4550 7400 8900 Gravity 4725 4725 7300 7300 Uplift 4725 4725 7700 9250 Gravity 4900 4900 7300 7300 Uplift 4900 4900 8000 9600 Carried Truss a (in) b (in) 3A 11/4" 3 4A 4B 11/8" 43/4" 5A, 5B 11/4 6 Isometric for all NVFHE Connectors r yr owl Us Location See Detail F 7300 9100 7300 9450 7300 9800 3A, 4A. 5A 1A. 2A 1a a 2 Ply 3 Ply Sr M o NVFBUB 7000 7000 x x 7000 ALL PLATES Nir 48. 58 18. 28. 3B 7275 7275 7275 7275 7550 7550 O 7550 0 7550 For 8-x 127 Tie Beam NW14E IA. 2A. 3A, 4A, 5A x x POW poft Tk axi$ax16 Truss 1r 11 4 Ply 10373 11450 10373 11725 10373 12000 5 Ply 10373 12225 10373 12712 10373 13200 1 16" High 1 Ply 2 Ply 3 Ply VFHEIB NVFBE2B NVFBUB 7000 7000 7000 7000 7000 7000 7275 7275 7275 7275 7275 7275 7550 7550 7550 7550 7550 7550 For 8-x 127 Tie Beam NW14E IA. 2A. 3A, 4A, 5A Top of Trues �4 Vertical ;rSr N = � For 6'x 16' Tie Beam NVFHE 18. 28. 3B. 48. 58 --00- Top of Truss Truss 1r 11 4 Ply 10373 11450 10373 11725 10373 12000 5 Ply 10373 12225 10373 12712 10373 13200 1 13/4" 2 3 1/2" 3 5 1/2" 4 7 5 81 /2 " 149' I,.,a., - _ �—vlw trs a= as Structural Notes: Wood to concrete and wood to wood connectors. Truss VeMed i PIX 2 Ply. 3 Ply, 4 Ply and 5 Ply\ 16• simaor 1) All design conforms to 2007/2010 FBC and 2009/2012 IBC and IRC AND NDS 2005/2012. 2) 3/16' thick Structural steel shall conform to ASTM A36, yield strength 36000 psi. All bolt holes are 13/16' diameter. 3) All welding shall be minimum 3/16" with E70 electrodes and shall conform to latest AISC /AWS codes. All welds shall be fillet welds. 4) All Power Fasteners wedge bolt anchors shall be per manufacturer's published information. Minimum anchor diameter is 3/4" and anchor embedment shall be 6 ". 5) Uplift values in concrete shown are reduced for bolt spacing and edge distance. Power fasteners are used without 33% increase in allowable values. 6) All bolt values in wood conform to NDS 2005'for southern pine, G =0.55. Values for other species shall be adjusted as per NDS 2005. 7) Bolts shall not penetrate Truss top and bottom chords and shall only be through Truss Verticals. Bolts thru wood shall conform to section 11.1.2 of NDS 2005. 8) This connector shall only be used for wood members loaded parallel to grain. 9) Steel stress is not increased by 33 %. 10) Provide plywood shims to close the gap between carried truss and steel. connectors to prevent bending of bolts. 11) All products are painted Royal Blue for easy identification Revised 1/13/12 28 Florida Building Code Online Page 1 of 5 FL # Application Type Code Version Application Status. Comments Archived Product Manufacturer Address /Phone/Emall Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By %%J11111111111111 CHq rp�pdCCrar� %,9 �� 9rd and Yea oP$Srd) 550712 3TATT F Lt/ FL11468 -R2- Editorial Change 2010 Approved r Simpson Strong -Tie Co. 2221 Country Lane McKinney, TX 75070 (972) 439 -3029 rhackelford@strongtie.com Randall Shackelford rshackelford@strongtie.com Randall Shackelford 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 rhackelford@strongtie.com Pat Woodall 1720 Couch Drive McKinney, TX 75069 (800) 999 -5099 pwoodall@strongtle.com Structural Components Wood Connectors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Jeff Arneson PE -58544 Benchmark Holdings, L.L.C. 12/01/2013 Mark R. Barrow, PE F1 Validation Checklist - Hardcopy Received FL11468 R2 COI Arneson Cert of Independence2007 pdf Year ASTM D1761 2000 N.A. SPEC FOR DESIGN OF COLD FORMED STEEL 2001 CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD 2005 px? param= wGEVXQwtDgv8JyggZ9WuEA... 5/8/2013 Florida Building Code Online f Equivalence of. Product Standards. Certified By. Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Page 2 of 5 CONSTRUCTION Florida Licensed Professional Engineer or Architect FL11468 R2 Eauly 2010 Self Affirmatlon Sim_pson.odf Method 1 Option D 04/26/2012 04/26/2012 05/07/2012 06/11/2012 0 O Page 1/20 0. FL # Model, Number or Name Description 11468.1 HGU5.25, HGU5.50, HGU7.00, Joist Hanger IIHGU7.25,,HGU9.00 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11468 R2 II SIM 200802 Wood Hangers. df Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHanaers.pdf Created by Independent Third Party: Yes 11468.2 HGUQ210 -2, HGUQ210 -3, Joist Hanger IIHGUQ210-4 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 Wood Hangers. pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes. Design Pressure : N /A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHanaers.pdf Created by Independent Third Party: Yes 11468.3 HGUQ26 -2, HGUQ26 -3, HGUQ26- Joist Hanger 4, HGUQ28 -2, HGUQ28 -3, 1HGUQ28-4 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11468 R2 II SIM 200802 WoodHangers pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHangers pdf Created by Independent Third Party: Yes 11468.4 IIHGUQ410, HGUQ46, HGUQ48 Joist Hanger Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM.200802 WoodHangers pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHangers.odf Created by Independent Third Party: Yes 11468.5 HGUS2.75 /10, HGUS2.75 /12, Joist Hanger IIHGUS2.75/14 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 Wood Hangers.odf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact. Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 Wood Hangers pdf Created by Independent Third Party: Yes hq: / /www.floriclabuilc ing.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgv8JygqZ9WuEA... 5/8/2013 Florida Building Code Online Page 3 of 5 11468.6 HGUS210 -2, HGUS210 -3, Joist Hanger IHGUS214-4 HGUS210 -4, HGUS212 -3, HGUS212 -4, HGUS214 -3, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11468 R2 II SIM 200802 Wood Hanaers.pdf Verified By: Randall Shackelford P.E: 68675 Approved for use outside HVHZ: Yes Impact Resistant; N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; FL11468 R2 AE SIM 200802 WoodHangers.pdf Created by Independent Third Party: Yes 11468.7 HGUS26, HGUS26 -2, HGUS26 -3, Joist Hanger HGUS26 -4 Llmits:of Use Installation Instructions Approved for use in HVHZ: Yes rL11468 R2 II SIM 200802 WoodHanaers.pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant; N/A Created by Independent Third Party: Yes Design Pressure: N/A Reports Otherp ,Evaluation FL11468 R2 AE SIM 200802 WoodHanaers.pdf Created by Independent Third Party: Yes 11468.8 IIHGUS28-4 HGUS28, HGUS28 -2, HGUS28 -3, Joist Hanger Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHangers.odf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant; N/A Created by Independent Third Party: Yes Design Pressure: N/A Reports Other: ,Evaluation FL11468 R2 AE SIM 200802 WoodHanaers.pdf Created by Independent Third Party: Yes 11468.9 HGUS3.25 /10, HGUS3.25 /12 Joist Hanger Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHan ers,pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact. Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHanaers.odf Created by Independent Third Party: Yes 11468.10 HGUS410, HGUS412, HGUS414, Joist Hanger IIHGUS46, HGUS48 Limltsof Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHanoers odf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHanaers.odf Created by Independent Third Party: Yes 11468.11 HGUS5.25 /10, HGUS5.25 /12, Joist Hanger HGUS5.50 /10, HGUS5.50 /12, HGUS5.50 /14, HGUS5.62 /10, HGUS'S.62 /12, HGUS5.62 /14 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHanders.pdf VeHfled By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 Wood Hanaers.pdf Created by Independent Third Party: Yes 11468.12 HGUS6.88 /10, HGUS6.88/12, Joist Hanger IIHGUS6.80/14 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11468 R2 II SIM 200802 Wood Hangers. odf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHanoers pdf Created by Independent Third Party: Yes 11468.13 HGUS7.25 /10, HGUS7.25 /12, Joist Hanger HGUS7.25 /14, HGUS7.37 /10, H HGUS7.37 /14 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHangers.pdf http:/ /www.floridabuilding.orglpr /pr_ app_ dtl. aspx? param= wGEVXQwtDgv8JygqZ9WuEA... 5/8/2013 Florida Building Code Online Page 4 of 5 Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHangers odf Created by Independent Third Party: Yes 11468.14 HHGU5.50, HHGU7.00, Joist Hanger IIHHGU7.25, HHGU9.00 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHanaers.pdf Verified By: Randall Shackelford A.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHangers.pdf Created by Independent Third Party: Yes 11468.15 IIHHUSS.50/10, HHUS210 -3, HHUS210 -4, Joist Hanger HHUS7.25 /10 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHangers.pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Reports Other: ,Evaluation FL11468 R2 AE SIM 200802 Wood Hanaers.pdf Created by Independent Third Party: Yes 11468.16 HUCQ1.81 /11 -SDS, HUCQ1.81 /9- Joist Hanger SDS, HUCQ210 -2 -SDS, H Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11468 R2 II SIM 200802 WoodHan ers pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 Wood Hanaers.pdf Created by Independent Third Party: Yes 11468.17 HUCQ310 -SDS, HUCQ410 -SDS, Joist Hanger HUCQ412 -SDS, HUCQ5.25 /11- SDS, HUCQ5.25 /9 -SDS, HUCQ610 -SDS, HUCQ612 -SDS Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 Wood Hangers.pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHanaers odf Created by Independent Third Party: Yes 11468.18 HUS1.81 /10 Joist Hanger Limits of Use Installation Instructions Approved for use:In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHanaers.pdf Verified By: Randall Shackelford P.E. 68675 Approved for use:outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHanaers pdf Created by Independent Third Party: Yes 11468.19 JILGU3.25, LGU3.62 LGU5.25 Joist Hanger Limits of Use installation Instructions Approved for use In HVHZ: Yes FL11468 R2 II SIM 200802 WoodHanaers pdf Verified By: Randall Shackelford P.E. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 Wood Hangers odf Created b Independent Thlyd Party: Yes �20 i US310, LUS36 Joist Hanger Limits of Use Installation instructions Approved for use In -HVHZ: Yes F611468 R2 II SIM 200802 Wood Han ers. Ddf Verified By: Randall Shackelford P.O. 68675 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11468 R2 AE SIM 200802 WoodHan ers pdf Created by Independent Third Party: Yes Go to Page I 0 0 Pagel/20 0 http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgv8JygqZ9WuEA... 5/8/2013 Florida Building Code Online Page 5 of 5 Next 6 ■ Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 • • w The State, of Florida Is an ANEEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released. In response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 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Product Approval Accepts: ® ®H® http: / /www.floridabuilding.orgtpr /pr app_ dtl. aspx? param= wGEVXQwtDgv8JygqZ9WuEA... 5/8/2013 Product Approval Administrator Ted Berman and Associates, LLC 5401 Collins Ave., CU11 -C Miami Beach, FL 33140 Dear Sir or Madam: As a Florida engineer employed by Jag Apex Technology, Inc. who performs evaluation services for Simpson Strong-Tie, I certify that I have no financial interest in the manufacturing, sales, or distribution of any product by Simpson Strong-Tie. I further certify that my involvement with Simpson Strong-Tie and the Florida Product Approval process complies with, and shall always comply with, all criteria as stated in Florida Administrative Code Chapter 9B- 72.110. 1', DDi Ps of JAX APEX TECHNOLOGY, INC, FBPE CA NO. 7547 4745 SUTTON PARK COURT4745 SUTTON PARK CT., SUITE 402 t JACKSONVILLE, FL ! 32224 PHONE: 904 - 821 -5200 ! FAX: 904 - 992 -8700 Fa- Of31 -4 MPARIh NT Oh Business & Pro#essinna.l Regullati Page 1 of 5 ►.. �, � .-� ":asp e Florida Depa t nt � Home Lag In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BaS Site Map Units Search � Busines ��? Professlal eruct Approval Regulation II „ Rvdud Aoo ail Menu > Product of Application Search > Application Ust > Appli allon Detan • •. -.. FL # F15684 -R5. i Application Type _ Revision Code Version 2010 Technical Representative Address /Phone/Emall Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Exterior Doors_ Seclionat_Ezxterit3r Doer Assern6lie i Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report - Hardcopy Received Scott Hamitlon PE -63286 Intertek Testing Services NA Inc. - ETL/Wamock Hersey 12/31/2038 Gary Pfuehier Validation Checklist - Hardcopy Received FL5684 R5 COI Certification of Independence of Evaluation Entity- Gary Pfuehler.odf FL5684 R5 COI Statement on Independence of Evaluation Entity ScottHamilton.odf Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2005 2005 2002 1994 1994 1994 http : / /www.flori&building.org/pr /pr app dtl. aspx ?pmm= wGEVXQwtDgt45Hla2AP3I3N... 4/4/2013 lorida Building Code Online _T , Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/19/2011 12/20/2011 12/27/2011 01/31/2012 Page 2 of 5 Summary of Products Go to Page 0 0 0 Pagel/20 0 FL * Model, Number or Name IDescriptlon 5684.1 01 W8 -09 DSIE- 1F471: GD2SP, Gallery/Artistry/Expressions: Double -skin Insulated GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR2LP, ED2SP, ED21_P Single -Car (up to 9'0° wide) WINDCODE® W8 Garage Door Limits of Use Installation Instructions Approved for use In HYHZ: Yes FL5684 R5 II 104119 - IBC- Rev01.Ddf Approved for use outside HYHZ: Yes Verified By: Mark Westerfleld FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +54 PSF / -60 PSF Evaluation Reports Other. Max. Wind Speed (V ult): 170 MPH. FL5684 115 AE CBPC 111215 -A.Ddf Created by Independent Third Party: No 5684.2 02 W7 -09 PAN- 2F153: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 9'0° wide) 84A, 94, 98, 42, 4213, 48, 488, WINDCODEO W7 Garage Door IF 4RST, 6RST Limits of Use Installation Instructions Approved for use In HYHZ: Yes FL5684 R5 II 101702 - FPA- Rev11.Ddf Approved for use outside HYHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant. Yes Created by Independent Third Party: No Design Pressure: +42 PSF / -48 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional FL5684 115 AE CBPC 111215 -A.Ddf Impact Resistant Glazing available. Created by Independent Third Party: No 5684.3 03 W7 -16 PAN- 2F153: 73, 75, Steel Pan (min. 25 ga.) Double Car (9'2° to 16'2° wide) 84A, 94, 98, 42, 428, 48, 488, WINDCODE® W7 Garage Door 4F, 4RST, 6RST Limits of Use Installation Instructions Approved for use In HYHZ: Yes FL5684 R5 II 101309- FPA -Rev15 Ddf Approved for use outside HYHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Istant: Yes Created by Independent Third Party: No Design Pressure: +42 PSF / -48 PSF Evaluation Reports Other. Max. Wind Speed (V ult): 170 MPH. Optional FL5684 115 AE CBPC 111215 -A.Ddf Impact Resistant Glazing available. Created by Independent Third Party: No 5684.4 04 W7 -18 PAN- 2Fi43: 84A, 94, 198, Steel Pan (min. 24 ga.) 16'4° to 18'2° wide WINDCODE® 48, 488, 4F, 411ST W7 Garage Door Limits of Use Installation Instructions Approved for use In HYHZ: Yes FL5684 R5 II 102621- Rev07.Ddf Approved for use outside HYHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +42 PSF / -46 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. FL5684 R5 AE CBPC 111215 -A.Ddf Created by Independent Third Party: No 5684.5 05 W8 -09 DSIE- 1F171: 4400, Double -skin Insulated (exterior skin 27 ga. min.; interior 4401, HDG, HDGL, HDGF, 4300, skin 27 ga. min.) Single -Car (up to 9'0° wide) 4310, 4301, 66, 66G, 67, 67G, WINDCODE® W8 Garage Door 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200 Limits of Use Installation Instructions Approved for use In HYHZ: Yes FL5684 R5 II 101703 - FPA- Rev11.Pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No http : / /www.floridabuilding.orglpr /pr app dtl. aspx? param= wGEVXQwtDgt45Hla2AP3I3N... 4/4/2013 lorida Building Code Online Page 3 of 5 Design Pressure: +48 PSF / -60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Optional FL5684 R5 AE CBPC 111215 -A.adf Impact Resistant Glazing available. Created by Independent Third Party: No 5684.6 W8 -09 PAN- 2F153: 73, 75, Steel Pan (min. 25 ga.) Single -Car (up to 910' wide) O, 4213, 611ST WINDCODE® W8 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R5 II 101296 - FPA- Rev14.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF / -50 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. Optional FL5684 R5 AE CBPC 111215 -A.0 Impact Resistant Glazing available. 11 Created by Independent Third Party: No 5684.7 07 W8 -09 PAN- 2F143: 84A� 94,) Steel Pan (min. 24 ga.) Single -Car (up to 910' wide) 48, 41` 4RST (solid doors) WINDCODE® W8 Garage Door with no glazing Limits of Use Installation - Instructions Approved for use In HVHZ: Yes FL5684 R5 II_103287- Rey04.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield-FL-PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +54 PSF / -62 PSF Evaluation -Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors. FL5684 R5 AE CBPC 111215 -A. f -Createdb IndependentTh Party.-No 5684.8 08 W8 -09 PAN - 21`143: 84A, 94, Steel Pan (min. 24 ga.) Single -Car (up to 910' wide) 98, 48, 48B 4F, 4RST (Impact - WINDCODE@ W8 Garage Door with Impact Resistant resistant glazing) Glazing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R5 II 103547- FPA- Rev05.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +48 PSF / -54 PSF Evaluation Reports Other. Max. Wind Speed (V ult): 170 MPH. Doors with FL5684 R5 AE CBPC 111215 -A.odf Impact Resistant Glazing. Created by Independent Third Party: No 5684.9 09 W8 -09 DSIEO- IM479: Double -skin Insulated (exterior skin 27 ga. min.; interior Coach man/Settlers/Affinity skin 27 ga. min.) with Overlay Single -Car (up to 910' wide ) WINDCODE® W8 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R5 II 103436- FPA- RevO2.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +54 PSF / -60 PSF Evaluation Reports Other. Max. Wind Speed (V_ult): 170 MPH. FL5684 R5 AE CBPC 111215 -A.pdf Created by Independent Third Party: No 5684.10 10 W8 -12 C- DSIE- iF447: 3200, Double -skin Insulated EPS (exterior skin 24 ga. min.; 3205, 3220, 240, 24OG interior skin 27 ga. min.) WINDCODE@ W8 Sectional Door, up to 12'2° wide, with optional Impact Resistant Glazing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 R5 II 101705 - I13C- Rev08.Pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +52 PSF / -58 PSF Evaluation Reports Other. Max. Wind Speed (V_ult): 170 MPH. Optional FL5684 R5 AE CBPC 111215- A.p_df Impact Resistant Glazing available. II Created by Independent Third Party: No 5684.11 11 W8 -12 C- PAN- IE448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional 520, 224, C4ST, COST Door, up to 12'2' Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5684 115 II 102645- FPA- Rev07.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +50 PSF / -56 PSF Evaluation Reports other: Max. Wind Speed (V ult): 170 MPH. FL5684 R5 AE CBPC 111215 -A.Ddf Created by Independent Third Party: No 5684.12 12 W8 -14 C- PAN- IE448: 524, Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional 1520, 224, C4ST, COST Door, 123' to 14'2' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5684 R5 II 103288- FPA- RevO3.pdf Approved for use outside HVHZ, Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +50 PSF / -56 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. FL5684 R5 AE CBPC 111215 -A.pdf Created by Independent Third Party: No 5684.13 13 W8 -16 PAN- 21F443: G4S, GS4, Gallery/Artistry /Expressions: Steel Pan (min. 24 ga.) http : / /Www.floridabuilding.orgtpr /pr app dtl. aspx? param --wGEVXQwtDgt45Hla2AP3I3N... 4/4/2013 Ic 4 I 3 ¢g� 4 03 lNRQONaI. WAO suppm w DR �pW R arB �WyNtlCI m cm umn 00081 ", (4) /14 POET WX BMW O (4) 1/4 OM SW %ff= Sa1MR 14 - m iM1eSYOeuR Nome M&LO (10'Zoom - 18G6MUL OW. BreaomWM c 29 OA GNAT. MM WM 8186 %ft Gffi VERML M LIMP LAP imm - -- RN L �e' aals Bart aa6 Aum oN RaGa matT a L L 4 ,a f aoataWClm aLGW aGa�a1 s64mnvau wLae�xi a9®W swul L8801® 14 W OIW. BI15L 6181 A RRl1m im PRaaSO x fW W LOW TO !10 e1R� 4 SHM ON 968 OROaB /j'4 "for u��eq � DEMON LOADS: +54.0 PSF —82.0 PSF. BBB JAMB TO SUPPORTING STRUCTllRE ATTACHMENT r m Run a01 s1®. OR "aa 9re. TEST LOADS: +81.0 PSF —93 PSF. pGt m e6 1>a an6aeL ar aP,Ma eRAaoalj a = manam wo a no= PS /IOW. w F A � TOLERANCES ere Cb ay aLLLRRm tree trsat� 1rPe U4' . Y 0 -tp' 000 1W uxow OMMM ANO W (6-1/r IML EDGE DMVM 1 s-1/r ,' OiD. 0 PfOdl�B .00 = tA15 DESCRDITION: SH) 000 = t.= DRAWN BY: RJK IM 0000 m t.001 D"MN = *I/7 CHECM) BY: SH `UM - WASP DWG. No.: 103287 4 3 2 FLOMDA PRODUCT APPROVAL W64. ®a 19 O. B . 170 U-BAW 10StlR89 7SX �%14ffi/C 810ET IRW 80.768 MPCIPAN -2F143 �90N4 PE 091M PART NO.: N/A A CLOPAY W1KMDAD RATING B1J"- W 8 N DOOR WINDCODE SINGLE WIDE ATE: 4/07/04 1 SCALE: N/A DW(;. D ATE: 03/03/ Ban 1 OF 1 SIZE B 1vm IBC 1 BUILDING " A Gran December 15, 2011 I 8585 Duke Boulevard Mason, Ohio 45040 -3101 USA (513) 770-4800 • Fax(513)770 -3558 Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by 9N- 3.005(4), the engineering rational analysis, and the product drawings. The test reports are listed below. Testing was conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc. For the doors listed in the Tables below, Static Pressure Tests were conducted in accordance with TAS 202, ASTM -E330 and ANSI /DASMA 108. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201 and TAS 203 and ANSI /DASMA 115. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in the Tables below are in compliance with the High Velocity Hurricane Zone test requirements of the 2010 Florida Building Code Sections 1715.5.3.1, 1625 and 1626 and therefore are qualified as impact- resistant assemblies. TABU 1: Drawings for goors W to manWtacturing Proqua od MPG PAN- ZF153: 101702- Revll, max. door size 9'0" x 16' +42/ -48 PSF (design load) 101309- Revl5, max. door size 16'2" x 16'0 ", +42/ -48 PSF (design load) 101296- Revl4, max. door size 9'0" x 16'0 ", +46/ -50 PSF (design load) • Firnferinnc tnr rinnre cairn Mnniit =rF11rtnn Ornriair-t r-^A& /MU!'\ DAIU_7G1A2. 102621- RevO7, max. door size 18'2" x 16'0 ", +42/ -46 PSF (design load) 103287- Rev04, max. door size 9'0" x 16'0 ", +54/ -62 PSF (design load) 103547- RevO5, max. door size 9'0" x 160 ", +48/ -54 PSF (design load) 101300- Revl6, max. door size 16'2" x 16'0 , +46.6/ -52 PSF (design load) 101706- Rev13, max. door size 9'0" x 16'0 ", +62/ -72 PSF (design load) TABLE : Drawings for Coors with mQnutacturing Product Coe MPC ] DS -1F 101703- Revll, max. door size 9'0' x 16'0", +48/ -60 PSF (design load 101488- Rev13, max. door size 16'2" x 16'0 , +46.6/ -52 PSF (design load) 103028- Rev08, max. door size 18'2" x 16'0 ", +46/ -50 PSF (design load) FABLE 4: urawings ror noors wltn ManUTaQtUring F'rQUUa UQae (_MPL j Q51k:U -1M47S 103436- Rev02, max. door size 910" x 16'0 , +48/ -60 PSF (design load) 103560- Rev04, max. door size 16'2" x 16'0 ", +46.6/ -52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) C- DSIE- IF447: 101705- ReV08, max. door size 12'2" x 1810 ", +52/ -58 PSF (design load) TA LE 6: Drawings for goons 41itn Manuracturi Proclu Cocie 1 2645- Rev07, max. door size 12'2' x 1 " , +50/-56 PSF 103288- Rev03, max. door size 14'2" x 18'0 ", +50/ -56 PSF PAGE 1 OF 5 gn i gn 1 FILE: CBPC_111215 -A.DOC EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 — W9 Tws■ c -9.-- ...a - -- r -_ J - -_- ...liv •t-- ..r --1 .. l -- 11 _J..� s._J_ �u....� ..... .. 1u4U67 -Revz, max. door size 16'z" x 16'0", +46.6/ -52 PSF (design 104121 -Rev01 max. door size 9'0" x 16'0 ", +50/ -58 PSF (design 1 TABLE 8• Drawings for doors with Manufacturing Product Code (MPC) DSIE- 1F4Z1• 104038- Rev02, max. door size 16'2" x 16'0",—+4-6-.-6/-52 PSF (design load) 1041245- Revul, max. door size 9'0" x 16'0", +48/ -50 PSF (design load) 104280- RevOl, max. door size 16'2" x 16'0 , +46.6/ -52 PSF (design load) 104281- Rev01, max. door size 18'2" x 16'0 ", +46/ -50 PSF (design load) 1u4117- Revuz, max. door size 9'0" x 16'0", +54/ -60PSF (design load) 104278- RevO2, max. door size 16'2" x 16'0 ", +46.6/ -52 PSF (design load) BL 11: Drawings for with Manufacturing Product Code MP C- DSIU- lF447: 104112- ReV00, max. door size 16'2" x 18'0', +50/ -56 PSF (design load) TABLE 12• Drawings for doors with Manufacturing Product Code (MPC) C -DSIU ID447• 104245- RevOl, max. door size 1212" x 18'0', +52/ -58 PSF (design load) Test ReRortS: ATL 0428.01 -09; ATL 1112.01 -96, 0808.01 -06, 0305.01 -08; HETI 95 -494, 95 -496, ATL 0808.01 -06; ATL 0924.02 -02; ATL 0823.01 -06; HETI 94 -252, 94 -254, ATL 0808.01 -06; ATL 0827.01 -04; ATL 1008.01 -07; ATL 0606.01 -05; ATL 0107.01 -09; HETI 02 -1267, 02 -1268, ATL 1018.01 -04; ATL 1018.01 -04; ATL 0415.01 -08; ATL 0331.01 -08; ATL 1106.01 -07; ATL- 0128.01 -08; ATL 0327.01 -08; HETI 03 -1358, 03 -1359; ATL 0610.01 -08; ATL 1202.01 -08, ATL 1210.01 -08; ATL- 0609.01 -09; ATL 0415.01 -08; HETI 03 -1358, 03 -1359; ATL 0606.01 -05; ATL 1106.01 -07; ATL 0512.01 -09; ATL 0127.01 -09. Product Description for doors with MPC PAN- 2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019 ") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height Is 21 ". These doors may have optional Impact- Resistant Glazing in either the top section or the next -to- the -top section. Optional Impact- Resistant Glazing is a one -piece injection- molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73, 75, 6RST, 42, 426, 84A, 94, 98, 4RST, 4F, 48, 486, 1500, 190, 55, 55S. Product Description for doors with MPC PAN- 2F143• These doors consist of 2" thick steel pan sections with min. 24 ga. (0.0239 ") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height Is 21 ". These doors may have optional Impact - Resistant Glazing in either the top section or the next -to- the -top section. Optional Impact- Resistant Glazing Is a one -piece injection- molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. PAGE 2 OF 5 FILE: CBPC_111215-A.Doc W. _� cb*w EVALUATION REPORT FOR CLOPAY Bu1LDiNG PRODUCTS COMPANY SECTIONAL GARAGE DOORS, w7 - w9 Product Description for doors with MPC DSIE- IF171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016 ") G40 DDS per ASTM A653. The maximum section height is 21 ". The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66,` 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200. Product Description for doors with MPC DSIEO- IM479: These doors consist of a base 2" double -skin insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016 ") G40 CS Type B per ASTM A653. The maximum section height Is 24 ". The following models are at least structurally equivalent to the tested door: CGnn, CPnn, HPnn, CXnn, SXnn, AGnn. Note that'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from i to S. Product Description for doors with MPC C- DSIE- 1F447: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.019 ") exterior and 27 ga. (0.016") interior skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height is 24 ". The following models are at least structurally equivalent to the tested door: 3200, 3220, 240. Product Description for doors with MPC C- PAN -1E44 These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022) outer skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height Is 24 ". The following models are at least structurally equivalent to the tested door: 524, 520, 224, C4ST, COST. Product Description for doors with MPC PAN- 2F443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022 ") outer skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height is 24 ". The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4,.AR4S. Product Description for doors with MPC DSIE- 1F471: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016 ") G40 DDS per ASTM A653. The maximum section .height is. 24 ". The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LPj AR2SP, AR2LP, ED2SP, ED2LP. Product Description for doors with MPC PAN- 2F151• These doors consist of 2" thick steel pan doors with min. 25 ga. (0.019 ") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21 ". The following models are at least structurally equivalent to the tested door: 76. PAGE 3 of 5 FILE: CBPC_111215-A.DOC M � i EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, w7 -- w9 Product Description for doors with MPC DSIU- IF171: These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016 ") G40 DDS per ASTM A653. The maximum section height is 21 ". These doors may have optional Impact- Resistant Glazing in either the top section or the next - to- the -top section. Optional Impact - Resistant Glazing Is a one -piece injection- molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Product DescriplOnjo doors with MPC DSIUO- 11<479: These doors consist of a base 2" double -skin insulated section with polyurethane Insulation foamed in place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than 1" to the total thickness. Both inner and outer skins are min. 27 ga. (0.016 ") G40 CS Type B per ASTM A653. The maximum section height Is 24 ". The following models are at least structurally equivalent to the tested door: CAN2nn, CAN2nn -N, BRK2nn,,BRK2nn -N. Note that `nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 8. Product Description for doors with MPC C- DSIE- 1F447: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both min. 24 ga. (0.019 ") exterior and 27 ga. (0.016 ") interior skins. The steel skins are at least G40 CS -B per ASTM A653. The maximum section height is 24 ". The following models are at least structurally equivalent to the tested door: 3200, 3205, 3220, 240, 240G. Product Description for doors with MPC C- DSIU- 1F447: These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Both Inner and outer skins are min. 27 ga. (0.016 ") G40 CS Type B per ASTM A653. The maximum section height is 24 ". The following models are at least structurally equivalent to the tested door: 3720, UX20, 240U, 3722, COX22. Product Description for doors with MPC C- DSIU -1 D447• These doors consist of a base 1 -3/4" (min.) double -skin insulated section with polyurethane Insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016 ") G40 CS Type B per ASTM A653. The maximum section height Is 24 ". The following models are at least structurally equivalent to the tested door: 3717, UX17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the Illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in PAGE 4 OF 5 FILE: CBPC_111215-A.DM uDISEqMY EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9 accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per 9N -3.005 (4)(e), Including attachments, are detailed on the drawing(s) listed above. Installation must be In accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and Installation requirements. Signature;,,,, Sc •Ham9%on, tarWa E. 6 86r; 4 _ PAGE 5 OF 5 FILE: CBPC_111215 -A.Doc 0 FlAda Cepartrr --W aces Home I M I User Registration Bus'nes L"- AUSER: Product Approval P essi l PUblkUaer > Product or Aoolkatlon Search > Aoolication List > Appllmdon Detelt FL # FL15255 Application Type New Code Version 2010 Application Ste , V Approved Comments , Archived a , 0 Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone/Email Compliance Method Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 53)875 -7300 rickw @rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com VA Exterior Doors / - Swinging -Exterior Door Asseinblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer u Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) :� • ■ M= 4 Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM G155 TAS 201, 202, 203 Eduiv-alence of Product Standards http: /twww.floddabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXOwtDgvSyVVKJZIQRNoHTeKozNKWgUQlX5PTYgHlpCpt4yB9bQ %3d %3d 3/26/13,11:19 PM Page 1 of 6 r 4-4 at .I I , t Certified By Sections from the Code ' Florida Licensed Professional Engineer or Architect FL15255 RO Eauiv Of Standards.Ddf Product Approval Method Method 1 Option D Date Submitted . 02/2612012 Date Validated 04 /13/2012 Date Pending FBC Approval 03/08/2012 Date Approved 04 /18/2012 mmary of Prodacts �Go to Page % Page 1/ 210 0 FL # Model, Number or Name Description 15255.1 a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door - Outswing Configuration (X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other: See INST 15255.1 for Design Pressure Ratings, any FL15255 RO AE Eval 152 5.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.2 b Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelte or Sidelites - Outswing Contl6uous Head and Sill Configurations (OX or XO; OXO) Limits of Use Instaltation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ Yes FL15255 RO II INST 15255.2.pdf Verified By: Lyndon F. Schmidt, P.E.. -43409 Impact Resistant: Yes Created by Independent Third Party -. Yes Design;; pressure: N/A Evaluation Reports :Other; See INS't'MSS.2 for Design Pressure Ratings, any F 1s 55RQ A VA 1.5255 :2..Ddf;I additional use limitations, installation instructions and product Created by Independent Third Party, Yes particulars. 15255.3 c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) 'Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.3.odf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.3 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.3.0df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Conf#g4rations (XX; OXXO) Limits of Use Installation Instruethum Approved for use in HVHZ. Yes F1.15255 RO II IN 15255.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E 43409 Impaclt Resistaft Yes Created by Independent Third Partyt Yes Design Pressure. NIA Evaluation Reports Other: See INST 15255.4 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.4.x) additional use limitations, installation instructions and product Created by Independent Third Partyti Yes particulars. 15255.5 e. Fiberglass Door 68 Single Glazed "Impact" Fiberglass Door - Outswing httpJ /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWgUQlX5PTYgHlpCpt4yB9bQ " /"3d " /"3d 3/26/13,11:19 PM Page 2 of 6 ' Configuration (X) Limits of Use Installation Instructions Approved for use In HVHZ. Yes FL15255 RO II INST 152555.odf . Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 - Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15255.5 for Design Pressure Ratings, any FLIS255 RO AE EVAL 15255.5.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. t' 15255.6 f.-Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Continuous Dead and Sill Configurations (OX or XO; OXO) Limits of use Installation Instructions Approved for use in HVM Yes FLIS255 RO II INST 15255. .nddf Approved fear use outside HVHZ Yes Verified By: Lyndon F. Schmidt, P.E. X43409 impact Resistant: Yes Created by IndePendent Third Party* 'Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.6 for Design Pressure Ratings, any FLIS255 RO AE EY,&L 15255.6.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15255.7 g. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ.• Yes FL15255 RO II INST 15255.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.7 for Design Pressure Ratings, any FLIS255 RO AE EVAL 15255.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.$ fiberglass Door' 6'$ Double Glazed "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Conflguratlons (XX; OXXO) Limits of use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.8-i3df Approved for use outside HVHZ; Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resist anti Yes Creaked by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others See INST 15255.8 #or Design Pressure Ratings, any FL15255_ RO AE EVAL 15255,8 ,pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes Particulars. F a 15255.9 1. Fiberglass Door 6'8 Single Opaque "Non - Impact" Fiberglass Door - Outswing / Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL15255 RO II INST 15255.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.9 for Design Pressure Ratings, any F1,15255 RO AE EVAL 15255.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.10 j. Fiberglass Door S'8 Single Opaque "Non- Impact" Fiberglass Door with 'Non- Impact" Sidelite or 5idelftes - Oukmsing / Inswing Continuous Head and Sill Configurations (OX orXO; OXO) r. Llmifts of Use Installation Instructions Approved for use in HVHZ: Yes FLIS25,5_RQ II INST 15255.10.120 Approred-for use outside HVHZi Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Part{:: Yes Design Pressure; .N /A Evaluation Reports oiherl: See INST 15255.10 for Design Pressure Ratings, any '- FLIS255 RO AE EVAL 15255__10. odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15255.11 k. Fiberglass Door 6'8 Single Opaque "Non- Impact" Fiberglass Door with "Non - Impact" Sidelita or Sidelites - Oubswing / Inswing Configurations (OX or XO; OXO) http:// wwm. floddabuilding .org /pr /pr_app_dtl.aspx? param= wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWgUQ1X5PTYgH1 pCpt4yB9bQ 1/.3d %3d 3/26/13,11:19 PM Page 3 of 6 I l' i t , I r Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL 5255 RO Il INST 15255,MRdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.11 for Design Pressure Ratings, any F1,15255 RO AE EVAL 15255.11.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15255.12 1. Fiberglass Door 68 Double Opaque "Non - Impact" Fiberglass Door with or without "Non- Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use In :HVHZo Yes FL1 255 5 RO IL 1MST 15255.12.ndf Approved for use outside HVH& Yes Verified By; Lyndon F. Schmidt, P.E. 43409 Impact:Resistante No Created by Independent Third Party: Yes Design Pretense: N/A Evaluation Reports Others See INST 15255.12 for Design Pressure Ratings, any FLIS255 RU AE EVAL 15255.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: 'Yes particulars. 15255.13 m. Fiberglass Door 6'8 Single Glazed "Non - Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or X0; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 RO II INST 15255.13.odf Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 15255.13 for Design Pressure Ratings, any FL15255 RO AE EVAL 15255.13.12df additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15255.14 n, Fiberglass Door 6'8 Single Glazed "Non- Impact" Fiberglass Door with "Non- Impact" Sideiite or Sidelites - Outswirlg / Inswing Continuous Head and Sill Configurations (OX or XQ; OXQ) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.14.odf -Approved for use outside HVHZe Yes Verified By: Lyndon F. Schmidt, P.E. 143408 Ilnpact'1%slstant: No Created by Independent Third Party;'. Yes 'Design Preisure: N/A Evaluation Reports Other. See INST 15255.14 for Design Pressure Ratings, any F1,15255 Rb AE EVAL 114.odf additional use 11mitations,.instaitation instructions and product Created by Independent Third Party:, Yes particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed "Non - Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.15.odf Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other. See INST 15255.15 far Design Pressure Ratings, any ELIS255 RO AE EVAL 15255.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15255.16 p. Fiberglass Door 6'8 Double Glazed "Non - Impact° Fiberglass Door with or without "Non- Impact" Sidelites - OutWng / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for in HVHZ: Yes EL 5255 A 11 INST 15255.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistante No Created by Independent Third Party; Yes Design Pressure N/A Evaluation Reports Other.. See INST 15255.16 for Design Pressure Ratings, any FL15255. RO AE EVAL 15255 additional use Umitatlons, installation Instructions and product Created by Independent Third Party Yes Particulars. 15255.17 q. Fiberglass Door 8'0 Single Opaque "Non - Impact" Fiberglass Door - Outswing / http:// www. tloddabullding .org /pr /pr_app_dtl.aspx? param= wGEVXQwtDgv3yVVKJZ1QRNOHTeKozNKWgUQ1X5PTYgH1pCpt4yB9bQ %3d %3d 3/26/13,11:19 PM Page 4 of 6 - • �., t Y , t + I , Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant- No Design Pressure: N/A Other: See INST 15255.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Inswing Configuration (X) Installation Instructions FL15255 RO II INST 15255.1 .Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS255 RO AE EVAL15255.17.Ddf Created by Independent Third Party: Yes 15255.18 r. Fiberglass Door 8'0 Single Opaque "Non - Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelitas - Outswing / Inswing Continuous Head and SID Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS255 R9 II INST 152S5_l8,odf Approved for use outside Hii'IM Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.18 for Design Pressure Ratings, any FL152S5 RO AE EVAL 15255.18.odf aiddit%nai use limitations, Installation instructions and product Created by. Independent Third Party: Yes particulars. 15255.19 s. Fiberglass Door 8'0 Single Opaque "Non - Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZr Yes FL15255 RO II INST 15255.19.odf Approved for use outside HVHZr Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 15255.19 for Design Pressure Ratings, any FLIS255 RO AE EVAL 15255.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact us The state of Florida Is an TWEED employer. BacK ,Next- Under Florida law, email addresses are public records. If you do not went your e-mail address released In response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact BSOA87.� *Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick ham. http.,I Awm. floddabuilding .org /pr /pr_app_dtl.aspx? param= wGEVXQwtDgv3yVVKJZ10RNoHTeKozNKWgUQlX5PTYgHlpCpt4yB9bQ ° /%3d %3d 3/26/13,11:19 PM Page 5 of 6 .A• a ..t i cL VSr0E httpJ/ www. floridabuilding .org/or /pr_app_dti.aspx? param= wGEVXQwtDclv3yVVKJZ1QRNoHTeKozNKWgUQ1X5PTYgHipCpt4yB9bQ %3d° /aid 3/26/13, 11:19 PM Page 6 of 6 R BW , R W Building Consultants, Inc. r B Consulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 192nd St. East "Impact" Double Door wi or w /out Sideiites Doors Assemblies Tacoma, Washington 98446 Outswing Phone 235 - 875-7300 Facsimile 235 -675 -7301 Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. umftedons. 1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 15255.8 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for "HVHZ ". 8. See drawing FLA 5255.8 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201, 202, 203-94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 06-0918 -1 TAS 201, 202, 203 -94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 08-01370020 TAS 201, 202, 203 -94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 01370051 TAS 201, 202, 203 -94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 01370079 TAS 201, 202, 203 -94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 02010411 ASTM G155- 04,G158-02 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 01470100 ASTM D1929 -96 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 01470099 ASTM D2843 -99 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 2. Mlaml -Dade NOA Materials Testing 11 -0624.01 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed & Sealed by No. FL- 15255.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass .� International Is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/29/2012 PF 1089 Sheet 1 of 1 APMNNW Q D 67M TriuLty. Ulats4s VAV I N l' L R N A 'T 1 0 N A I 4621 192tdSTREETEASETACOMA. WA98446 GLAZED FIBERGLASS "IMPACT' DOUBLE DOOR with or wNhout SIDELITES GENERAI. NOTES OUTSWIMG 1. This product has been evaluated and is In compliance with the 2010 Florida Bufiding Code (FBQ structurd requirements Including the °High Vel)cty Hurricane zone (HVHZI. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall draft or stucco. 3. When used In the "HVHZ° this product compiles with Sector 1626 of the Florida Bui iing Code and does not require an Impact resistant covering. 4. When used In areas outside of the IWKr requiing wind bome debris protection this product compiles with Section 1609.12 of the FBC and does not require an impact resistant covering. This product meets missile level °6° and Includes Wlnd Zone 4 as defined In ASTM El 996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry constriction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water inf atlon requirements for WIT • ' •1.1 ?7 f' 1 7425 MAX. OA. FRAME WIDTH - x 0 x ' o Uv 150AX1° MAX. OA. FRAME WIDTH 0.75MUWON r 74.00" MAX. FRAME WIDTH 3725 MAX. r FRAME WIDTH I L a ?- .ix:_.:ac.n:5::�::cyi.i? ?;viii':':'•:- ...:.v`:v.J_t . - ;vn ".. a.. a.%.0 m..._:::pr::u . .. : ........__Fc_ c � �. � � .v : _ .v..?i.- .nv ?_:...:•;vc:p. h::_x. 'vv:3. - _ — ':�•:j..,.. ivAn.SV. _; : },r: � •�_ ._._.__._ :..��SC"• '3TS'v'.:' � � �^ �, , n �fi� �i_:•?T•'_^-J .`�. }':',:._ :•.:;.Y'�y�.:s� a _�•.3 �'+vi = ry;.•ny s— x .. /may.:+ ?.�.��_•,'�— _ �. . r i XX 7425" x 80.75" +56.0 - 85.0 +47.0 OXXO i500 x 80.75° +55.0 -55.0 +47.0 •47.0 N. i • e'S .n T d z FL- 15255.8 Mr —L Wj m 35.75' MAX PANEL WIDTH 21.06' �l ld F: courm PVC MILE CAP lw- -� 0.37 'HARDWARE ART EE VAIL I SEE DUAIL 2 i R.04T I 1wl— NAJ MAIL 2 \- FIBERGLASS MN STRUCIURAL SILICONE (rfP. 4 PLCS.) SEE OPTIONS BELOW XGLASSBYIE — I*OA7HKGLASS DNAIJ. I IN EIMMR I= BLOCK ■ PVC SUCAP --7 — --I X GLASS BYE STRUCTLIRALSILICONE w I"OA. THK GLASS YP. 4 PLCS.) SEE \ii LL , IT -GLAD STRUCrURALSUCONE AIR SPACE (TYP. 4 PLCS.) SEE OPTIONS BELOW #8 X 1-1 ff SELF LL THREADING SCREW OM PVB INTERLAYER DUPONT WTACITE OR CAPSIONE =8wMlwl2llI` X GLASS BYTE I"OA7HKGLASS mvsm O.WP"MMAYU -GLAD STRUCrURALSUCONE AIR SPACE (TYP. 4 PLCS.) SEE OPTIONS BELOW #8 X 1-1 ff SELF LL THREADING SCREW OM PVB INTERLAYER DUPONT WTACITE OR CAPSIONE =8wMlwl2llI` AWIMM & BUTYL SPACER SYSTEM G►M AVAR COMPOSITE BOTTOM RAIL .............. .................... ..... ...... .................... . ........... ... - ................. .............. ---------- . ....... ..................... ............................ .. . .... ............. - ........... ...... ........ . ... . ......... ........................... ........................... ...... ........... . .......... ............... . .. ............ SILICONE PTIOM ......... 0 .. ........ .. . . . .... .. ;..' - . .......... ......... .. ............ - ............... .. .... . . . .. ..... . .... ........... ........... . SILICONE BY CAPSTONE (4K) 2 VM= CROS$ MWN KWIM KNOt SIMIM SEM DOW M STRUCTURAL SMCKM %1 ! 2 DEAMM MIGNAMIRE SK O (160) SlUCONEBYDONGYANGSlXX)HECO. gi gi I % (!a I ol 'F�Fjl 5.8 s r 2 oF 9 X GLASS BYTE I"OA7HKGLASS mvsm O.WP"MMAYU AWIMM & BUTYL SPACER SYSTEM G►M AVAR COMPOSITE BOTTOM RAIL .............. .................... ..... ...... .................... . ........... ... - ................. .............. ---------- . ....... ..................... ............................ .. . .... ............. - ........... ...... ........ . ... . ......... ........................... ........................... ...... ........... . .......... ............... . .. ............ SILICONE PTIOM ......... 0 .. ........ .. . . . .... .. ;..' - . .......... ......... .. ............ - ............... .. .... . . . .. ..... . .... ........... ........... . SILICONE BY CAPSTONE (4K) 2 VM= CROS$ MWN KWIM KNOt SIMIM SEM DOW M STRUCTURAL SMCKM %1 ! 2 DEAMM MIGNAMIRE SK O (160) SlUCONEBYDONGYANGSlXX)HECO. gi gi I % (!a I ol 'F�Fjl 5.8 s r 2 oF 9 35.75'MAX PANEL WIDTH ism MAX DLO. X id PVC STILE CAP �LH 037 SEE HARDWARE CHART I G4 G3 G2 Gl POLYURETHANE saERIOR LOCK BLOCK PVC SULE CAP YARN REINFORCEMENT LYL 1. OA M CLAM CAIR I I I ZSEE DETAIL 2 INTERIOR 0.7 L RAIL MM2 FIBERGLASS 2AIr TOP RAIL — momorim CROSS SECWN SKIN LVL/COMP. 4 WALL I Z GLASS POLYURETHANE FOAMED FIBERGLASS YARN REINFORCEMENT LYL 1. OA M CLAM CAIR I I RAIL MM2 FIBERGLASS SKIN WALL I Z GLASS LYL 1. OA M CLAM CAIR I I RAIL PVC SPACE DECORATIVE DOW AIRSPACE COMPOSITE RAIL I/IrANNEALEDGLASS MV PVB INTERLAYER DUPONTBUTAarEORCAPSTONE To [on ey: JK STRUCWRALSfUCO Ifir ANNEALED GLASS xS ;0 (TYP. 4 PLCS.) SEE OPTIONS BELOW ....... AUMMM GRAM WAR, STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE f4PL) DOW 995 STRUCTURAL SILICONE SILICONE BY DONGYANGSMCONECO. r\Ii VERTICAL CROSS $WPM MV FL- 15.755.a a A- 19 to LYL RAIL PVC COMPOSITE RAIL To [on ey: JK r\Ii VERTICAL CROSS $WPM MV FL- 15.755.a a A- 19 to RAA MAW U -79.W MAX. PANEL MW 4D I. ..... . . . . . ... ma not WI-M Oil If �1 R:\A • ProjKW Projed FoWersWfq 1001- nOVOW89% RWSC DrmktgWl20 Ml- Un5S4Akv% 5.8 I r r r ED X x 040 P V X k v v �\ v P A O O P X v ° w w w P g PRomxr: N Tmwry GLASS wft P.a ee,� Ft 33896 Phaa No.t 813:668.9187 N y v PART OR ASSEAlBLY: FWAIDaBBo o W Pm W E o ao to a NO lE R BY ELEVATIONS � - i� SftrJft P.L M& 43409 0 8018 R.W. BUMOINO CMNGULTl IND. i © r/ �►i . OO OO O2 oo 6 SEE . o o •, E , j; _ mmo ,�•.. = SWRON © z O O O p ' :a 1 O 111111 7- PVC fromm may be use wth double door 2 williout *Wes only. O 0 44 �!! DOM OR 7RC ASTRAGAL 12 40 12 53 o ti o: 0 0 0 0 0 p 6 v v w 6L' mpV-"SZS - UNo"r4ffu+m0 3jm YA6WUdW TT-j= 4WX&WIa1 Yg*Ad\spaft W • M • 't l GANVLIM G G.MlIne 'M'tl 9 t OZ GOKV vN ':rd onnauos s Lwpuoll t SNOISIM -Z,t. m SIJOItO P oy ` .waneva Iw•d m POOR n a z a g '►" I.etwe"TLO "M "mw +ma ro a 'ON 1 %LNnlrM= SSM AUN!?1! �anaoad NW'SM 'MW 4/H u N M 1'dAl1'9V�9 ° U. a. Q a ° o c � o A ° N vb 4` ° OL ° a ° W I'dAU'9Vd3 'M1N.4Jt-t •Mw,��t -t v d tdW O o fY ° b O ° ° ae 4� as r7 Se LLLtII V ° W r W � 6L' mpV-"SZS - UNo"r4ffu+m0 3jm YA6WUdW TT-j= 4WX&WIa1 Yg*Ad\spaft W • M • t . t 6L' mpV-"SZS - UNo"r4ffu+m0 3jm YA6WUdW TT-j= 4WX&WIa1 Yg*Ad\spaft W • M 8'8'�N'9.555ZSL-7il0TOZi l +03 MU'01680S;ftM-IMrllm .e mT+*Mw1 hd w � ATH 'ON$ BiNV,LIfl C ONIO'ling •M•il 8107. 60YQY 'aN '8'd IPPUWB 'd uepme1 ".2 5b4lp SMOUM SSOW ltrM" a ro ON r FRIOPOWL4 P PnW® OPJAOW rd N Z ag 11 asses vas n&� � da /��/+ � xs '�rnr caaw'urmA IN S" ALIMM wed I�tIQOad P VdAl1 '9W3 'NIW.411-1 1'dAll'EVa3 V N TtlWa' /t l a � o a v. W o no b v Glf o U41 b a as b. v° co W iA 1� b b ° W I'dAll'9Y�9 'NIW 4 /l't ('dAli'8YV3 V ° d b / NA I) a a' silo !2 Ez 5 6 0 o W ci b° ° AW b IY O Z W W 8'8'�N'9.555ZSL-7il0TOZi l +03 MU'01680S;ftM-IMrllm .e mT+*Mw1 hd w � ATH •anl eanvsia o 606fiY 'qA '9'd •d � -&-Z Z'� r ems TfJUN3n -T W.LNOZ H d° °D £l98 vw uowm www 00 vl iJOWjBtrd tad p Pa" aPDmid N N F assn£ -W omm o£e �s 'o d 'em 'sumrualmoo QJ o +m%ma =latl�Otld 8 in 4I P 4 v O NI P O a v a OS cc ° W d ' CM ep N a �'dAl1'HW3 MW S /L-I 52 y O Pa au 33wim 303 MW.1 X O O a �( D a 66 31M momiemn-Tom fad\pjm" vq MA - � ftWweN xooi-nw\PfIWD. RW8C MmftWV0I6XFL-IS25LS-adwg, IU 1 -U4 MW. B. rNp.) T 5 4-1 0 0 O -Ilh EMk ffPYP.)l -ffv ip D CE PRODUCT: Dommr� PmpmVd OF TRMTY GLASS WrL PART OR ASSEMY: FWrWo Bmd of ftWousbW Er4kmm HWONrAL & YMCAL CROSS somm Lyn*M F. Seftldt. P.& tio. 45908 2012 a-w- 9wterae n ..... •u.1 B1NeX Mn O ® 101-nB 'M'U S LOB 8'ft'�W'B-5'SSZSt•73bi0Z�� ]8MM'dV80Ef�00Ii• WOL f�+d\�eAWJ >�W+d'tll�l i ni a:. a Jill IIII IIII D IIII IIII IIII TYP'Hm IIII IIII cl��$ AND JAMB IIII IIII d IIII IIII 2X BUCK IIII III I IIII fill IIII IIII IIII IIII III III IIII IIII IIII IIII MASONRY IIII FOR REF. ONLY I I H OPENING IIII 1141 � IIII IIII IIII IIIII IIII IIII ° ° IIII IIII IIII IIII fill BflCKAt�hCttQ�NG _ CONCRETEANCNORNOTES. t. & smuflon of equate concrete anchor hom a d fferent suppler may have different edge cbtonce and centercbkrrce requbvnw fs. 2 Concrete anchor at No comem may be acMW to nx**Ih the mh edge catarrce to mortarJohrts. R concrete anchor bcatfm noted as 9NAX. ON CENTER" must be adjusted to maintain the of edge "ova to rn rtar/otnk additfonai concrete anchors may be required to ensure the WAX ON CENiEtY'dl work m ore not exceeded. 3. Concrete anchor tabb. .-A C't Afrt Altrt �`I kl 7f 1�tFi . i 1 Tft - 1' RFAii#Jlk• I1W 1/4° 1 -1 /P 2 -112" 7 ELCO IN 1 -1 /le 1° C t � • t e • a an ax en n.rs 3 own= ma e FL- 15255.$ F 0 L SEE HINGE DEMIL 2 I SE HWA DUA& I IX BUCK TYP• JAMBS WK & HEAD II "PTYP. I I ASTRAGAL SHOWN FOR LOCATION REF. /Dw II Typ. 0 SILL it 1 it li I I c"WieftarclWh2we. ........... - . ..... .................... . ... . .. ................. . .. .............. ... ................ ............... ............. ........................ .............................. . ......... ...... .. ..................... ......... ............... .. ......... .... .... ... ........ . .. . . ... .................. .......... ......... .... ...... ...... . ...... .. ...... .. ................... ffw IN mm 2-1/r aco 114* I.1/c r Ir ffw 311C I-1/4° 2-518° 2-1/C 4�1 4. 11 111 �111= X111= o1110 ASl qw site a i; —.a g0 m 4 MiL14,10, It L 0', J�K FL- li a HIKE MiL14,10, It L 0', J�K FL- li 611 3IM'GXMUdft[I-TM WdASIOPPJ P30MNRWOM -" b f1 SEE HEDGE DETAIL I 4' 4 1 II 11 JAME 2X BUCK 11 it L • DOOR II ASTRAGAL FRAME 11 SHOWN LOCATION . /ONLY SEE HINGE MASONRY NG DETAIL 2 OPENI TYP. 0 SILL W=JAUB NAMEAUCHORM MosonrY 2X buck Corafteffm CONCRETEANCHOR 1. SLOMullion of equal concrete andtam from a dffawdwppgermay have "ww# edge c6tance and centwdbldnce requkernents I CAMMtS anchor locations at the cwm may be adjusted to mahkffn the mh edge dhim-m to awdwjo&itL 9 concrete ondwr locations noted as MAX. ON CDffW must be a4uslad to rnahtah the mh ed� dbhw ae to morfar)oInft ad0lonal concrete anchors rnoy be required to anam the 'MAX ON CE?4W dhwndons are not exceeded. 3. Concrete anchor table: . . . . . . . . . . . . . . . . . . ... .. ........... ... ....... . ..................... .... . ............... .. ..... ........ . .......................... .. ..... . .... . ... ... .............. ilks ................ ...... ....... . ..... .. . .. ................... . . .... . ..... .. ... . ...... . .. .................. .. .................. . . .. . ... ... .. . . .... .......... . ...... . ............................. "W 7 Ifir I-Ifir 2-1/r ELCO ifi• 1-114• 1. InW 3/16° 1-114, 2-5/r 2-1/4' 8. (TYP4 A*%M SHO 0 hood Vw" A*ogd SKM @ SM STRUKATEPM A*%'d MWE NAIL I MiT12, �,3—Lfj tJ 16 _ JK Jus FL-1525S. 8 mr � oF I SEE HINGE DETAIL: SEE HINGE DETAIL I will= 2)(BUCK 44'r�_ If IRUWAAMB MAWMCHORM CONCRETEANCWV T. subsumbn or equal concrete anchors from a different supplier may have different edge distance and center distance mpAernents, 2 Concrete anchor locations at the corners maybe OdAsled to maintain the mh edge dwance to morturpints, 9 concrete anchor boadons noted as MAX. ON C&WW ff#At be adjusted to maintain Me min. edge distance to nwrkwjob*, additional concrete anchors T-� adjusted may be reqjked to ensm the MAX. ON CBWW dknendons are not exceeded. Concrete anchor table ...... .. .............. . ..... ... .......... ......................... .............. . . .. ............................................... . .......... ....... ...................... ...... .... ... ........ ... ..................... ... ....... . ........... ... ................ . ...................................................... .....�t4YJQ is .. .............. ................ OW I/or I-I/Ir 2-IP• .• ELCO I• 1-1/4° 1. r Ow 3110 I-Ifi• 2-5fi8° 2-1)4" 54 AskQd Me @ h FT 8- pp.) • 4LI 1, an i an US JK 0 aloe tmo� FL- 15255.8 mr 14 of 19 roe A -A . v n i o � � OWAM Ate) 0 -1w �- DEAD BOLT RU HOLE) r� r Roo � L Steel LATCH (BLIND HOLE) SCREW LOCATIONS ITYP.) I BOLT RETAINERS BOTMM D SLIDE BOLT ROD ALUMINUM ASTRAGAL ice, VGA -A AhM tt —A*Q9d AMwnbly m Ash ASTRAGAL 6'8 Aluminum Astragal by t3'tdura Products lop B-B LAI iRU 0 FtUSFIBOLTBAR St@el - y LO I+- ASWGAL CNAN IL LOCATIONS W.) roe C-C N Ea DEAD BOLT (THRU HOLE) LATCH ITHRU HOLE) to L L 0 A h m ^ O ice- -.875 LOCATIONS (T'n'd gi :2� RU MXT eorraat �, RUSHBOLT BAR z o . 02127112 ; PVC I I x.T.s 9 ASTRAGAL T 44° vmc-c INC &*C O A-mbly om e* vs 3 MC ASTRAGAL m « 8'8 PVC MmgdFb Trinity FL- 15255.8 - if! l' m 0aLL Y ent of MATEWAIS A 1XBUCiCSG> =0.55 WAD B 2X BUCK SG r -0.55 WOOD C 114" MAX. SHIM SPACE - D t/4 X 23l4 PPrI tiCO OR RW CONCRETE SCREW StfB. E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 If X 33/4 PFH TIW CONCRETE SCREW STEEL H 1/4 X 31 /4 PFH ff W CONCRETE SCREW STEEL I 3/16° X 1 -i/4 PFH TIdV CONCRETE SCREW S'tID. J 09 X 2 -114 PFH WS � L #$ X 2 -1/2" PFH WS � M 3/14 X 31/4 PRi tIW CONCRETE SCREW 571. P 1 /4X23 /4 PFH IiWCONCRE7ESCREW --- - - - -._ _.__ - - - -- __ � STEEL - -- Q 3 /i b° X 2-314 PFH IIW CONCRETE SCREW 1 JAMB FMGt32 -.�1Ni PINE - SG � WOOD IA STRIKE JAMB - FITdGHt -JOINT PINE 5-t/4) - SG n 0.42 WOOD 2 JAMB FlBERGtASS /COMP 3 JAMB PVC 5 INSWING THRESHOLD ALUMINUM w/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP PVC 8 #6 X 1 -1 /4 Pfii DRYWALL SCREW Slffl. 12 wt:ATHER STRIP QEBD650 Q-LON 1$ 3.98;1 X 4.0° HINGE MW 0.098° THICK STEEL 19 SLLLKEY �%/� 22 DEADBOLT STRIKE PLATE ST®- 23 STRIKE PLATE STS 24 #9 X 5/8° PRi WS �n 25 OUfSWMG HIGH-0AM THRESHOLD ALUMINUM w/ COMPOSITE SUBSTRATE ALUM) COMP. 26 R9 X l.a' PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 40 DAR PANEL - � DOOR PANEL DETAIL SF�ET FOR CONSTRUCTION DUALS - 53 #8 X 1-3/4 PFH SMS SQL 54 ASTRAGAL STRIKE @ HF�4D STS 56 ASTRAGAL STRIKE 0 SILL SiE�. 60 5Df31TE PANEL - SEE SIDHJTE PANEL DETAB. SHEET FOR CONSTRUCTION DETAILS - PVC 6$ 62 QUARTER ROUND WOOD 63 #$ X 2-1/4 PFH WOOD SCREW STEEL 64 #$ X T PFH WOOD SCREW STEB. 65 I /i0 X T PT�i W000 SCREW STEEL 66 SB�ITESPACER Wfis 27 i N.T.S on er, A55FL -mW 1 PVC 6$ 1XMULl10N WOOD SEE HINGE DETAIL I wp. JAMBS SEE NOTE I II IX BUCK II 0 II II L DOOR II ASTRAGAL FRAME I I LOCATION REF. SEE MASONRY 1�/ONLY HINGE DETAIL 2 OPENING TYP. @ SILL ifflMJAMD FRAMEANCHOM M-%lWKbIt� .=Vw CONCRETEANCHOR I. &Awftffon of equal concrete anchors ftmn a different g4)pgw may have cNerent edge distance and center dbtance requIrernmiL I Concrete anchor locations at the comm may be a*mfed to nwhtofn the mh edge catance to nwyforjiolhb If concrete anchor bcaffm noted as WX ON C84TW must be adjusted to mdrdah the ry*L edge distance to mdUribints, addiftial concrete anchors may be requIred to eraffe the "MAX ON CENTER' dhw)ndom are not mweeded a cvncraft arpchor tam: ,1 AN/.i311 JiiM.Fi G/i9R/kFfii 1YR .... . .. ..... ............. ... ..... . .... ........ .......................................... ffw Ifi• 11-1/• 2-1/r T ELCO ifir 1-1/4 1° r ow 3,ne 1-1/w 2-5/r 24 14' rT A.ftgcd sHm 0 head #t ooh Iz, IL I SFM PLATE WTAIL AshCO vimill-B u AsIvagol Oft 0 SM AMMAL RME cum I Im NOTE I SEENOTEI ar. Application Type Code Version Application Status Comments Archlved Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Certiflcation Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 1�^ k Documenta Evalua n or Validation Entity Affirmation 2010 r" 3 Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441 -4258 sschreiber@masonite.com Steve Schreiber sschrelber@masonite.com r � V Exterior Doors ' 'r: Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 �1 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code, Yes ' ;Rio '. N/A Ik", - /A %n%nis nvn /rr /` o"s rI+1 " ..�Tp1.L':D AACMA» Florida, Bulldiug Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option A 02/14/2012 02/14/2012 02/17/2012 03/11/2012 Page 2 of 3 Summary of Products Fl. d Model, Number or Name Description 4940.1 Metal -edge Steel Side - Hinged 6' -8" Opaque I/S and O/S Single Door Door Units i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R3 C CAC NI006115- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +76.0/ -76.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4940 R3 II FL0132.g_df Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as 1InstJtute, determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 3' -0" x 6' -8" max nominal size. Max DP Evaluation Reports = +/- 76.0. When large missile impact resistance is FL4940 R3 AE 504A.Ddf required, hurricane protective system is NOT required. Created by Independent Third Party: Yes See installation drawing DWG- MA- FLO132 -05 for additional Information. 4940.2 Metal -edge Steel Side - Hinged IDoor 6' -8" Opaque I/S and O/S Door w/ or w/o Sldelites Units UmIts of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4940 R3 C CAC N1006115-R3 PDF Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/ -55.0 Installation Instructions Other. Evaluated for use In locations adhering to the FL4940 R3 II FL0132.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 12' -0" x 6' -8" max nominal size. Max DP Evaluation Reports = +/- 55.0. When large missile impact resistance Is FL4940 R3 AE 502A.Ddf required, hurricane protective system is NOT required on Created by Independent Third Party: Yes paque panels, but is required on glazed panels. See Installation drawing DWG- MA- FLO132 -05 for additional Information. 4940.3 IDoor Metal -edge Steel Side - Hinged 8' -0" Opaque I/S and O/S Door w/ or w/o Sldelites Units Umlts of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R3 C CAC N1006115-113 .PD Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +48.3/ -48.3 Installation Instructions Other. Evaluated for use in locations adhering to the FL4940 R3 II FL0133.odf Florida Building Code Including the High Velocity Verfled By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 12' -0" x 8' -0" max nominal size. Max DP Evaluation Reports = +/- 48.3. When large missile Impact resistance is FL4940 R3. AE 501A.Ddf required, hurricane protective system is NOT required on Created by Independent Third Party: Yes opaque panels, but Is required on glazed panels. See Installation drawing DWG- MA- FLO133 -05 for additional information. 4940.4 Metal -edge Steel Side - Hinged 6' -8" Glazed I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R3 C CAC NI006115 -R3 PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +50.5/ -50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL4940 R3 II FL0134_pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, http : / /www.floridabuilding.org/vr /nr am dtl. asux? naram= wGEVXOwtDatLTLgVRkEiBfe... 9/6/2012 Florida Building Code Online P age 3 6f,3 i determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Max DP +/- 50.5. When large missile Impact resistance is required, hurricane protective system is required. See Installation drawing DWG- MA- FLO134 -05 for additional information. Created by Independent Third Party: Evaluation Reports FL4940 R3 AE 502A.Ddf Created by Independent Third Party: Yes 4940.5 Metal -edge Steel Side - Hinged IDoor 8' -0" Glazed I/S and O/S Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R3 C CAC NI006115- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +43.0/ -45.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4940 R3 II FL0135.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 6' -0" x 8' -0" max nominal size. Max DP E valuation Reports +43.0 / -45.0. When large missile Impact resistance is FL4940 R3 AE 501A.Ddf required, hurricane protective system is required. See Created by Independent Third Party: Yes installation drawing DWG- MA- FLO135 -05 for additional information. ® NBxt The State of Florida is an AAAMO employer. Coovrleht 2007 -2010 State of Florida. :: Privacy Statement :: AccessOrllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publio-records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address V they have one. The emaib provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine V you are a licensee under Chapter 455, F.S., please click jam,. Product Approval Aeeeptat IMMME +Ti3" http : / /www.floridabuilding.ora/vr /Dr anD dtl. asnx? nazam= wGEVXOwtDatLTLLYVRkF,iRfl7... 9/6/2012 SENATOR MICHAEL & "MIKE" SENNETT 21st Distrt Chairman Raul Rodriguez Department of Community Affairs Building Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 THE FLORIDA SENATE Tallahassee, Florida 32394 -1100 October 26, 2006 CO Affairs, C!?a!r AWkdbze SwulcesAPPr 91dons Adrrd str�M Rote m Chairman Raul Rodriguez: It has come to my attention that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice of Acceptance (NOA), even though the state- approved products are being used consistent with their approvals . you know, the law (3) Products or methods or systems of construction that require approval under s. , that have standardized testing or comparative or rational analysis methods established by the code, and that are certified by an approved product evaluation entity, testing laboratory, or certification agency as complying with the standards specified by the code shall be approved for statewide . usa (4) Products or methods or systems of construction requiring approval under s. must be approved by one of the methods established in subsection (5) before their use In construction in this state. Products may be approved by the commission for statewide use. Jurisdkctions such as Parkland and Coral Springs as well as others In the Palm Beach, Broward and Dade County area SON believe that an NOA is required for all products Requiring an NOA Is counter to the entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested, approved and validated for use within our state. There is a detrimental economic Impact to manufacturers when products are delayed in getting to market. REPLYTa. O Vddewood Professlonai Park Sub 90, 3853 Cortez Road West; Bradentor; Florida $4210 (841) 727 -Cif Q 218 Senate Office f , 404 Barth M=oe Strut Tartan Florida 32388 -11oo (850) 487.5M - Serrte's websfte: wwswjb= tagov TOM LEE CHARUE CLARY President of the Senate President Pro Tempore October 26, 2006 Page 2 1 am requesting the department and the Florida Building Commission develop a memorandum that highlights the requirements speciffed in the law and that Beady indicates that a separate Dade County NOA Is NOT required for state - approved products. I also recommend that this memorandum be dWbuted to all local building officlals and posted on the BOAF website I look Ibrward to working with you towards a solution to this problem. Sincerely, V Michael S. °Mike Bennett Cc: Secretary Thaddeus Cohen Tom Yeatman, Staff Director, Community Affairs r y%c • nt • e STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedlcated to making Florida a betterplace to cell home" JED BUSH Govemar IA 14113 , 1 THADDEW 6 CWF^ AM S 2566 SHUMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399 -2100 Phone:. 850.488.8480/Suncom 278.8488 FAX: 850.921.078118uncont 291.0781 Internet addreaa: btto://www-d*&.stata.rl.us cainnftsmu FEWOMM cow rrn a 98000M iAti er "OUS a&COaMUNMcEYE31a Off - --------- - Certification No.: Dotel, Reoisioirk Datm C OMPSMr. Code; COMOdou" is wBd ont hfi$UUWs SOW is appfied -to-'the uppo y-When Adm ft"� C IOA b=4. Pboft 16r, aW. a CwtWuMim labil i&:appfl�d,to- the produ& .1-bk mtlfi f�a V'PIXM to the aWickle spechicMi6w mW 4W. A Cafification a-fluk has, bet .0 A. S P 4 V. Praftm at Tbe Pmaucts and RsWd.belmv am approved. &r H�%, , I'n the O�It lease and y advice: .-home&.* :COMPIROP MO m I-N rmdutmilw Test Report. 11011- 19111 Road go, IL 60185 SeWan If CON" #- flon Of the ttWiWA44 SyAftn mover Ads 000"fim bs consist dt Aw; Joinw vine 'NM go Comm jam aftd sled oft.. 10" Afte suvleo (Mm"). CIO=UVROORP. NhOM U54 0& faWhOn'WAWW-Wd of ber with 4 ping cap and auw4odto ;.he #10 x 3" PbRips, Mai HMd Wood.$Cmw$: IJ3 Whae used, the-overall imitate glass wwglazed into a rigid frame. toUdstOd Of *7bft*l#,c thowhWO iftWated glass wiffi, S-) two Pen dclass wM alminum, stol or butyl gp=t. 1A Dudr-Mmf Construflon: Each door 1pf was cqnsUucted fr()m S 8" boight) or 0.02011(8 10"hdght).* ffick gwva.ntzed we l fa cings. �Rttoual AteredWou & Maaagement 1090tu* .10C. 47914"rg.e Wasbhigtou Memarlat HighwayiHoM VA 23072 i� Teft, (804 694-51-24/Fax: - (SM) 6844122 t See.add a Peres Of Fertiftadw #inr CoMfllod Product Lune Matrix(s) and Installation Lads. If you have gay. guestl s r t 'cfi . g this ooniiltsq$n, ptease contm NAMt at ($04) 05124. lafiQAal Ads fttiov & "pment institute, ln, . 4`794-Veorge Wasbin9tun Mcanonal fiigbwayfflayes, VA 23072 Taeh ( ,6 -Si24Llfax: ($?4) 6445122 :. Odes 1�,��ncb �i�#3ic� ofAcceptswe for Late , ! 0 .05 and ETC T .Wpoft er � 3► .+..:. �}J.gYq�Y'AS +Y{��jy �p��ypp }� ty`y��W� �wp�Y■ p`�� .�f�a A p9#M. f ..0'+1r p� Od by lRf[�y�yf� {{ pE' J�pi'lYyj�:10lr y(t P fRl��R �i7 °to .. pore QWIQUJI n ROW e�. t See.add a Peres Of Fertiftadw #inr CoMfllod Product Lune Matrix(s) and Installation Lads. If you have gay. guestl s r t 'cfi . g this ooniiltsq$n, ptease contm NAMt at ($04) 05124. lafiQAal Ads fttiov & "pment institute, ln, . 4`794-Veorge Wasbin9tun Mcanonal fiigbwayfflayes, VA 23072 Taeh ( ,6 -Si24Llfax: ($?4) 6445122 f` 'N Comaauy; Kasouite Inter"doug Carty on 1 Pates' �I C:ertifit u NO,', 1 O U—S- -3 Pale 3 cer-flitcadon Daft: Ptabton Daxer. Product: Motd-Edg, Opogoe stag a►r tM':wtoAd W/6 No* P ' ..I k (w /Wood. Vn=e ted): = b. oe og a�ct..GtrjCi#Yeattou� is .ortva� t iat el Pe en roduct. �r :a t t t li l :�► `..,.::. " jt b. #oci**ikt 1 ee~tieaiou e I t Configuration or, or Tesx'ReP rtIVauiber Olutswin P Il t it , s�i br I'cntAptt�teu �''' X �'$" �E�l =7k> 2.36 ... Sie i i3=I 1,2;3: ! . �iULL�1L "nW71.'i1q�R'�I�.ProYi.N &.J Ei Si tJ qa�e �"''�r Vr +W76 1t�5 �!� . �� 1tSt� 1�t�Gi- t;�3,� &� Si4e Ma f 'i=3'0"at $r XX Ire u": a $S.•1r.4:.::��._ct� 1 z:as i Double x O/S Double xol6x vs S e-w /%deRto sing a W /Sic [i s 3,V S'ihgLe viS"�rtebtes d d bi vies Sli��le �./Si+cfellte� � �axe�` l�i+d��i , • . , � �• • t� �. oO U US' D Vie' l l`�''#� �c �'�" Do x1:8" x:6'S" Coin, a .0 up masonke jntj-matjv..j IMSTOWIS Road COrthIcation Noa N110061 k5-R3 Page 4' Cerfificklon Daw. 07 w"t-chiefto, .60105 t1w.ration.b.4W. 12/M2,014 1=912010. Product spactil"tia" T T �od I too noted), les" T Opp -: The DO .pr..O,oiw, V* TI 404SWidiards,'Ja (ANS hawing anted tlr waur rt Nber COft4%UratI0n or or Wan" um Drawing Number ..... . . . . . . Ivs +4$31483 x jjiii —71 ..y 3k4U- M&hMfn.PhtIAI va" #.RAW Double MIL-9 Double Single WW�ld elfte 6 I �iiT i I M 0 SiJilgle V9 Ut to Ot t Single W/Sidolftes OX'Ci Single,WISidelltes IQI.S 730 —I/S 555— Double w/Sidelites ;iw 'Dwn Gmazed si*sft Ire r –74i:3—/-4&3- ---6X7—X ' 0 Double */Mdd, ft+cs+. S W + 0 J Ifteg-No, -T- NAM AMORM&SIGNATIUM Wx9v �f -fi9A '1 3 41 W/Sidefts o�5 ]t . Single. ,� „q S1ng1e Wi+��S CIGI DF ND UCT .tF�'- ► -- CV pan . MAI 1inumflonat C. a on tio-Y A ` 1956 POWAS Road. , . aged; 4a=8 1 6'0” CMrtW=d0R.N0.4 MW61 W-Page S,-, Wit toi l.. bi118Se :. •.: jute.. SWit�y�i+ y� WE7`5' o 4 Expli-Adi Dat4r., 12/31t2M � O Double wtSidedites , P'>t?ot vct E i @ URIM 140 - The l�odee o odu covikat ` t' ie c [ pt , #fit �i ' . i p ±bi. st �t Atblogthlb doement The c�rEif��t�an label represett�s prods con��mr3� to' st>�o�F. _ . NA.1tII'sGar>tFd:r�ct Lstirga i� : ' bqi,,� , Th'is ..1�+ceilt► r . '! iu':bc'ngp>rov.or:tio9.tv#ttiio r 1 i8tiil�tAl > � '1. t it A 13441 t», "ce { #'9 IeTr+�: 1911019V a;;}'et1,i�i T& .+ (04) QW41241hu (04) 044122 . Y• aContiot� or 0� or ' bar r& Y Slxtgs tats go GiSQEZed 1� s i : 5' . $ ; No us wpul Iis't1":b' Aiie rY :NGk1 1:f1t 5 .xx Double f/S. �fl°` Lvfa�tiiWrttn'i'�W Stbii ?tY Jc 6'8" • � ` "FWj34.b5, l��b i 6, ".. `8" : 50.r`�- 0.5 : 1 740' .... ��yy, iV+aimttl:!'a�t1'�.y :. I:17117.��1tl'1.:�►�1i:7 NM 210. I .. 4 �''�� ''��qqK1� �.CI Single w/Sidelite �T'�Jj'� 7✓.',7. `: •. 'H.ry'y '�Qtf- 1, (; J �f�. �JCiMi'�JVaVM Glaze dtitie'tite AWN", 0 MA-WL01 I91.W71AW",1 X121 -02. i �y�, P0WA3 01 Single W /$iiieititeS �Gl y � size' 3'D"x b'8" -fi9A '1 3 41 W/Sidefts o�5 ]t . Single. ,� „q S1ng1e Wi+��S CIGI ....._ ,- �,,..�.',�.v..r -+.9:, ,�} �' '��s,u a °'^a . f :tA� , 6t .tF�'- ► -- ....1 '1.. I'll U f Doublie w /Sidelites , . aged; 4a=8 1 6'0” +A. "t31 110 �Uhtpa ri`+ im 310r:F:b4 „ :Atialtii�' efail'li�ATI . 1 SWit�y�i+ y� WE7`5' o 4 .b .�.uy} �+�. 4/� "^"'z"" ''FiYFGl a7.v+f?itJv it.w � O Double wtSidedites CMS xi 7t �,'$3' +3�i3: Ws .s €itezeci�i�teli MOW 0 �3 i -Mrl 34-0. 2[�: - i+ieites�ht+ MVl ;3.,p.;. x&1" 1 i8tiil�tAl > � '1. t it A 13441 t», "ce { #'9 IeTr+�: 1911019V a;;}'et1,i�i T& .+ (04) QW41241hu (04) 044122 NAMAUMMUMB SIGN , Company: Masonite International C4"oMtI t I"S.POWO RoOd VItest-adefto..-IL 60185 Produot. C LWa:: N1061 MR3 Page 6 I el # en VsIte:: 0"t1 91 i10 Revidon Bate: .M 8e Steel G =&-ja wft; +ws # i t ' lc I . Wi add..Fr s;.mi # The I''Qt'ee Q" tbduv t ter0i 0 1s =only YjMd Othe:,NA CC Iabel repres is px'edu t, Gonilirm o�tl # i.: ', ri d`oeun�ent: The certms ea6ml " N °a Cere rbdust � � : ' proftw ass -been app�rovo or L'�, }�aa s and- ail ce , on ti- QinliBue` X single Ins u8 er, Quin Glazed or $ . , �x�. 14ainets Side 3:'0" sc 'ti" i per. +431 -IFS X Single x ... xx Double V/ O .. : P1�" O'�qn 44- � -4-5 { _ J i Drawings verification: This analysts verities anchoring for the following drawings: DWG-MA FL0120-05 DWG- MA- FLO132 -05 DWGMAFLO147 -06 DWG-MA- FLO162 -07 DWG-MA FLO122 -05 DWG- MA- FLO134-05 DWG- MA-FLO151 -06 DWG-MA- FLO168-07 DWG- MA- FLO124-05 DWG- MA- FLO140 -05 DWG-MA FLO153.06 DWG -MA FLO170-07 DWG- MA- FLO126-05 DWG- MA- FLO142-05 DWG -MA FLO155-06 DWG- MA- FLO172 -07 DWG- MA- FLO128 -05 DWG-MA FLO143 -05 DWG- M/- FLO156-06 DWG- MA- FLO174-07 DWG- MA- FLO130 -05 DWG-MA- FLO146-06 DWG-MA FLO160-07 DWG- MA- FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation In wood frame substrates. 2. 3(16" nW Tapcon, for masonry installation Anchor capac/ly In shear cond/Bon. Fastener type: #10 rood screw (NDS 2005,11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t,= 1A00 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: Fes = 4,650 psi Main member dowel bearing strength: F. a 3,350 psi Minimum required penetration: L330 in Screw bending yield strength: Fry = 80,000 psi Duration Factor. Co = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Altowabke Design Value: Z'a 171 lbs/anchor Mode Fastener type: 3/16" ITW Tapeon N.O.A. 07- 1126.10 Substrate: Hollow block MiNmum embedment: L25 in Minimum edge distance: L13 in Minimum C to C spacing; 2.25 In Tabulated shear design value: Z a 112 Ibs Actual C To C spacing. 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 ibs 2.3 Actual edge distance: 2.50 In WA Design value per Interpolation: Z = 189 Ibs 138 Allowable Design Value: Z'= 189 Pas/anchor 7.7 MWMUM anchor capac y: 171 Ibstandw 21.00 Note: Anchors wkh do least capadW Is used forcalculadons to qualify anchors w1M hWw capacity. Anchor ca /cu /Mons, minimum maulred anchors 93 OK Double. Pressure aaWnst stops with bump threshold: 7.7 463 1 36.38 ol 36.38 WA Design pressure: 60.0 psf t Al Al A2Y Y 79.25 Al Al 72.75 j 1 of 4 VA2 Area (ft� Load (Ibs) Ifni. (in) Alox' O.C. M) Awhor Result trap. Obs) f Load nbs) 2.3 138 WA WA 171 1 138 OK 7.7 463 6.00 21.00 171 5 93 OK AS 7.7 463 1 WA WA 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 LIF- U-A 79.25 72.75 Double. Pressure aoainst stops with saddle threshold: 36.38 36.38 A2 1A2 79.25 L r r 72.75 Deslan pressure: 60.0 nsf Zo ne Area Load Ind. Max. Anchor Result Cap. Qty Load Zone (ft) Obs) (in) O.C. Result 1 138 OK AZ (in) Obs) 6.00 Obs) 171 Ai 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 WA WA 171 4 150 OK Deslan pressure: 60.0 nsf Zo ne Area ( toad Obs) Ind. On) Max. O.0 M) . Anchor Result Cap. Obs) _Qty load Obs) AI 2.3 138 WA WA 171 1 138 OK AZ 8.9 532 6.00 Al 171 5 106 OK A9 7.7 463 WA �WJA 171 3 154 OK A4 10.0 601 WA WA 171 4 150 OK Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 1 f Anchor Result Cap. Obs) Al Load (lbs) Al Y_ Y_ Y_ WA �Y 1 146 OK 79.25 Al A4 A4 Al r 5 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 ) I I ' I I AzY 1 1Y TM. On) I Max. O.C. On) Anchor Result Cap. Obs) Al Load (lbs) Al Al 79.25 147.75 Noble with sidelites. Pressure a=Mst stops with saddle threshold: hadon nroscura_• An A nef Zone Area (fe) Load (11m) TM. On) I Max. O.C. On) Anchor Result Cap. Obs) Qty Load (lbs) Al 2.4 146 WA WA 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK As 7.8 468 WA WA 171 3 156 OK A4 43 138 WA WA 171 1 138 OK Ag 7.7 463 WA WA 171 3 154 OK be-don nre"uro_• . AO A nef Zola Area (ft) Load Obs) I Lid. (in) Max. Anchor Result Cap. Obs) qhy Load At 2.4 146 WA WA 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK As 8.9 537 WA WA 171 4 134 OK A4 10.0 601 WA WA 171 4 150 OK 37.50 36.38 36.38 37.50 Al Y Max. O.C. On) Anchor ( Cap. Obs) Qty Load Obs) � 2.4 146 J)AI WA 79.25 Al 146 OK 7.9 473 6.00 147.75 171 2 of 4 hadon nro_ccuro_: M n no# ons Zan FA1 Area ( Load (bs) Ind. On) Max. O.C. On) Anchor Result Cap. Obs) Qty Load Obs) 2.4 146 WA WA 171 1 146 OK 2 7.9 473 6.00 21.00 171 5 95 OK As 7.8 468 WA I WA 171 3 156 OK A4 8.9 537 WA WA 171 4 134 OK Ag . 2.3 138 WA._ . t A 171 . 1 138 OK A6 7.7 463 WA WA 171 3 154 OK A, 10.0 601 WA WA 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 3of4 Luis R - Loinos P E 1432woodAwdRd MamrfaohueC Masorlite Lewisval NC Von Report* SM 33s say sass Date: 12/29/09 Anchor Locations: Double door with sidelites I W 8 �f m .l r d Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 8.00 TYP. 8.00 TYP. + — 18.19 TYP. ► 3.00 TYP. -y a 1 6.00 -r- 13.45 MAX. O.C. 1 7925 i 6.00 1 Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. Luis R. Lomas P.E. FL No.: 62514 1!7/2010 f 4 ! I . Y ) MIAMIaD1ADE 3 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Stye. 4 Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) .miamtdadegov /pare! Lawson Industries, Ine. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami- -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:` Series-HS4700 (Flange Frame)" Aluminum_ Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700 -M1, titled "HS -8700 Horizontal Rolling Flange Impact Window -, sheen 1 through 10 of 10, dated 05/30 /09 with revision A dated 01/25 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: -Large and Small Missilelmpact Resistant LABELING: Each unit shall bear a pmmanent label with the manufacturer's name or logo, city, state, modells eves, 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. TERM [KATION of this NOA will occur after the expiration data 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 aurtomatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AD : 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 revert and renews NOA # 11- 4705.10 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 1AMi�IA G U '�` aexsy NOA No. 12-0127.09 Approval Date: Marsk 29, Expiration Date: April 11, 2017 a s, a k il ?5 f"it Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS - 1. Manufacturer's die drawings and sections. 2. Drawing No 18700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated. 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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) Mater Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per. FBC 24113.2. 1, TAS 202 -94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2, 1/4 and 1/3,1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI- 10- -3047, HETI --10 -3048, HETI --10 -3049, RETI 10- 3049I, HETI -10- 3050, HETI -10 -3051, BETI- 10- 3052B, HETI -10 -3053, HETI -10 -3056, BETI -10- 30579 HETI -10 -31309 HETI -10 3131, HETI -10 -3223, HETI -10 -32249 BET -10= 3225, HETI -10 -3226 and HETI-10-3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0 705. 10) 2. 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 24113.2. 1, TAS 202 -94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2033, HETI -08 -2034, HETI - 08 - 20359 HETI - 08 - 20361, HETI - 08 - 20379 HETI - 08 - 20389 HETI- OS -2116A and HETI- 08- 2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted ruder previous NOA Ida 09.0706.05) �2� 1 - Manae • er Product Control. 1� m • r NOA No. 12-0 .08 Explration Date: April 11, 2017 Approval Date: March 29, 2012 E -1 ` Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (corlTmw) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3097, FT1-3098 and FTL -3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (SubmNed under NOA Na 02-02. 05) C. CALCULATIONS: 1. Anchor verification calculations and, structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28 /09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated. 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Satlex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. �. Stalcment letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance Noy 11- 0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04 /11/12. Manne Pere z Product Control Eta nin NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -2 Me 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE B1 8 $1rr Me NOTE: Dx I i m I IINFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 8 FOR VERTICAL. CROSS- SECTION DETAILS A, At. R, & B1- REFER 70 SHEET 03 3 FOR HORIZONTAL CROSS - SECTION DETAILS 'C, D. & E- REM TO SHEET 04 4) REM TO SHEET 8 OF 10 FOR DEMON LOAD L'HAM AND NOTES, 00 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE B1 $ 9 NOTE: Dx I i m I IINFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 8 FOR VERTICAL. CROSS- SECTION DETAILS A, At. R, & B1- REFER 70 SHEET 03 3 FOR HORIZONTAL CROSS - SECTION DETAILS 'C, D. & E- REM TO SHEET 04 4) REM TO SHEET 8 OF 10 FOR DEMON LOAD L'HAM AND NOTES, 00 101 XOX - Egt1a1 Lice (1/3- 1/3 -1/3) NOTa$: 1 REFER TO SHORT 8 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CRS- SECTION DETAILS -A, A1. B. & 61' REFER 70 SHEET @3 3 FOR HORIZONTAL CROSS-SSMON DETAILS -D, & B' REM TO SHEET $8 4) REM TO SHEET 8 OF tO FOR DEMON TOAD CHARTS AND NOTES. 0@ General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE VELOCITY1EUR OF CAS ZONE (HVHZ) BUILDING CODE INCLUDING HIGH ASTM t3GO --02. THIS PRODUCT $ 9 LS IMPACT RESISTANT. (SHUTTERS NOT R d 101 XOX - Egt1a1 Lice (1/3- 1/3 -1/3) NOTa$: 1 REFER TO SHORT 8 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CRS- SECTION DETAILS -A, A1. B. & 61' REFER 70 SHEET @3 3 FOR HORIZONTAL CROSS-SSMON DETAILS -D, & B' REM TO SHEET $8 4) REM TO SHEET 8 OF tO FOR DEMON TOAD CHARTS AND NOTES. 0@ General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE VELOCITY1EUR OF CAS ZONE (HVHZ) BUILDING CODE INCLUDING HIGH ASTM t3GO --02. THIS PRODUCT REQUIRED) LS IMPACT RESISTANT. (SHUTTERS NOT R d RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS v v d 3) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PBR TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER + ++ (O.C.), AND AS TABULATED ON SWEETS S. 7, or 8. Zd 0 0 4.) ANCHOR CONDITIONS NOT DESCRIDED IN THESE DRAWINO'S ARE TO BE ENGINEERED ON A SITE SPECIFIC RA13F8. UNDER SEPARATE APPROVAL AND M ME TO BE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATE GLASS TYPES TABULATED HEREIN (SEE MIEEPs @8. 7, or 8� AND FOR USE WITH DOUBLE OLAZE Q Q 8.) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT. IN THE HVHL THE I.O. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS 8.) SEE SHEET B FOR GLASS TYPES. ® p p 8.) SEE SHEET 8 FOR DESIGN PRESSURES ON ' l 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 0. p 13.) EXT. & ENT. FALSE COLONIAL. MUNTM ARE OPTIONAL & AND ARE APPLIED W/ SILICONE O p 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR 70 WINDOW INSTALLATION. (SEE SHEET @3. 4 & 8 FOR DETAILS 1 1 & NOTES) WOOD SUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER , , 24 SECTION 11.33.3. Q Q 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEC SHEEP F 8 FOR MULLION /METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL MJDIN0 WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED a WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT a g to.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BB A A i! ILLIF� NOTES: KOX - Un -Equal Late (1/4 -1/2 -1 /4) PRODUCT REVISED Nb B��ari8t6ra1 a 'Il 11 REFER TO SHIIN'1' 8 OF 10 FOR INSTAWATWN ANCHOR DETAILS AND NOTES. 8 FOR VERTICAL CROSS - SECTION MAILS A. A1. R. & 81- REFER TO SHEET @3 3 FOR HORIZONTAL CROSS -SEMON DETAILS 'D. & W REFER TO SHEET 06 B '• .�.•••� 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTEsR. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW ` APPROVED ELEVATIONS TEST UNIT SM 111° X 63° IDDIRAUATION PA8TSKER6 (A) 10 AT FRAME HEAD (B)04 AT FRMERBAME F DP A13M TMC 10 (C)(B 14 AT PMME SUL IF AT FRAME JAMB ARM 70.0) -SHE GENERAL NOTE @3 & /4. 66 15 3Ar DVERALL FRAME WIDTH 04 318• INTERIOR FRAME WIDTH i JA MILL 69 a& rl AT AAt4g FDR IEtltTS WITH AVA L UP ABOVE .7SPSF / - 7SP8F (4 TT!AL) "X0X" NDOW EQUAL Lf �S TLS 'CpSL AT I EE AL CWIM SEAt E AT SHEET TBBT UN1R 812E: 111° % 89° MSTAIdA970N RABRENB�4 �! 111. OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD (21 AT FROM HEAD IF Dp ABOVE 70.0 (13) 10 AT _FRAME W& (C)(8 AT BA. FRAME JAMS P ABOVE 70.0) *BEE GENERAL NWIN g3 & ®4. 1— B B� A�n�TFM. L SAME ANCHOR SPACING AT WAD B & TWD ADDITIONAL AMGDIRS RERIIIR MEN �RAI ; a (V41TTH 0 4• TEST 104T 8126: T4° X W OISTAWATION FASTENIM- (A) 6 AT PROM HUD (0) (S T 0.0 FN . DP ADOVE 7 (8 AT FRAME ML DP DP ABOVE 70.0) (C) 8 AT EA FRAME JAVA .11111 GENERAL NOTE 03 & 04. D.C. I r tic 1� W 00 ol - 6 C r7,: e�Kecco p�' j 13 V4• GG / \A— APPLIED V 1k AMAA AILABLE 1 -1 AS DPTIDNA- "XOX" WINDOW -- qUN— EQIUAL. LITE 2EOMTMA1. EC11MMO9JR AILS •C. D, 6 E BATABHEET 0.9`3 74. OVERALL FRAME WIDTH 73• INTERIOR FRAME WIDTH 4 E � a - :___' b p� p 4A L. 13 I/4• V T ' B B1 �g s = c� s I l�i B 137 i JA MILL 69 a& rl AT AAt4g FDR IEtltTS WITH AVA L UP ABOVE .7SPSF / - 7SP8F (4 TT!AL) "X0X" NDOW EQUAL Lf �S TLS 'CpSL AT I EE AL CWIM SEAt E AT SHEET TBBT UN1R 812E: 111° % 89° MSTAIdA970N RABRENB�4 �! 111. OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD (21 AT FROM HEAD IF Dp ABOVE 70.0 (13) 10 AT _FRAME W& (C)(8 AT BA. FRAME JAMS P ABOVE 70.0) *BEE GENERAL NWIN g3 & ®4. 1— B B� A�n�TFM. L SAME ANCHOR SPACING AT WAD B & TWD ADDITIONAL AMGDIRS RERIIIR MEN �RAI ; a (V41TTH 0 4• TEST 104T 8126: T4° X W OISTAWATION FASTENIM- (A) 6 AT PROM HUD (0) (S T 0.0 FN . DP ADOVE 7 (8 AT FRAME ML DP DP ABOVE 70.0) (C) 8 AT EA FRAME JAVA .11111 GENERAL NOTE 03 & 04. D.C. I r tic 1� W 00 ol - 6 C r7,: e�Kecco p�' j 13 V4• GG / \A— APPLIED V 1k AMAA AILABLE 1 -1 AS DPTIDNA- "XOX" WINDOW -- qUN— EQIUAL. LITE 2EOMTMA1. EC11MMO9JR AILS •C. D, 6 E BATABHEET 0.9`3 74. OVERALL FRAME WIDTH 73• INTERIOR FRAME WIDTH 4 E � a a� p� p 4A L. 13 I/4• V T ' B B1 �g s = L SAME AMtIWR SPA1:D(0 AT HEAD 6 SAL 8. TVp ADDIT ANCIi0R6 BEDIDRED AT MEET FDR IABTS WITH y DP ABOVE *I- 7SP3F 94 TOTAU W ' L LT H� OX° REVERSED ) 1. SEE VUITICAL -SECT DETAILS •A. B. 6131• AT & SEE H3lUWAL WDSS- SEC�IDM DETA0.8 •C, B. B E• AT SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS--- L.M.I, I 13 1 / <• O.C. � � a a� Al ) p� p 4A L. 13 I/4• V T ' �g s v•nc c� s I 13 1 / <• O.C. � � a a� 0 T ' ' i � a i i q � DA x i co i gx i I 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CON(. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE r �•. ... +p •d EXTER113R GRADE —J PERIMETER CAULKING O -1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. 13FFICIAL (TYPJ 2. WOOD BUCK AND FRAMING GMT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM �MAN�It[N. :.e ad d. w MAX. IN SPACE (TYPJ EXTERIOR PERIMETER EXT. GRADE CAULK -1 STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON_ INDUSTRIES, INC. 2X 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 02 FOR MA)t FASTENER SPACING) CCAAITA GRADE BY J LSN1M SPACE M.AWSON INDUSTRIES• (TYPJ TO K APPLIED BY OTHERS (TYPJ EXTERIOR ILM INTERIOR Al ALTERNATE DETAIL WOOD FRAME INSTALLATION DETAIL WINDOW I1IISPALLATION NOTES: 20 1 WINDOW FRAME FLANGE TO GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL R1SER - OPTIONAL BY WINDOW INSTALLER (TYPJ APPLIED WITH SILICONE 2, THE EXPOSED EXT. PERIMETER IS THE WINDOW FRAME TO SEE DP CHARTS O( BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 04, OS, L 06. BY OTHERS (TYPJ • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1 /8°, SIOMS ARE NOT REQUIRED. ANCHORS NOTE: {iivirrti r ?r" :i t•'r ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WAD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ;;ya •+$' ;, (." 'J ' . : �4 d r n e ; d : CONC. (REFER TO LOAD TABLES FOR Q UANTITIES REQUIRED) a a 4 .. cm.) (TYPJ A d 4. 14• Md: 1 1/4' MIN IN, netwo EMBEDMENT EMBEDMENT 4, Buft �" �a ' d AwoO °q ® G ad' d a'' 1 I /B' MI B EDGE DIST OPTIONAL SUL INSTAILATION DETAIL AT "XO or OX" a El a � R ale— o ra it Z as x N o DC 8 I CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 i EXTERIOR INTERIOR LAMINATED GLASS EXTERIOR PERIMETER EXT. GRADE CAULK -1 STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON_ INDUSTRIES, INC. 2X 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 02 FOR MA)t FASTENER SPACING) CCAAITA GRADE BY J LSN1M SPACE M.AWSON INDUSTRIES• (TYPJ TO K APPLIED BY OTHERS (TYPJ EXTERIOR ILM INTERIOR Al ALTERNATE DETAIL WOOD FRAME INSTALLATION DETAIL WINDOW I1IISPALLATION NOTES: 20 1 WINDOW FRAME FLANGE TO GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL R1SER - OPTIONAL BY WINDOW INSTALLER (TYPJ APPLIED WITH SILICONE 2, THE EXPOSED EXT. PERIMETER IS THE WINDOW FRAME TO SEE DP CHARTS O( BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 04, OS, L 06. BY OTHERS (TYPJ • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1 /8°, SIOMS ARE NOT REQUIRED. ANCHORS NOTE: {iivirrti r ?r" :i t•'r ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WAD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ;;ya •+$' ;, (." 'J ' . : �4 d r n e ; d : CONC. (REFER TO LOAD TABLES FOR Q UANTITIES REQUIRED) a a 4 .. cm.) (TYPJ A d 4. 14• Md: 1 1/4' MIN IN, netwo EMBEDMENT EMBEDMENT 4, Buft �" �a ' d AwoO °q ® G ad' d a'' 1 I /B' MI B EDGE DIST OPTIONAL SUL INSTAILATION DETAIL AT "XO or OX" a El a � R ale— o ra it Z as x N o DC 8 I ex BY 014 SX& W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET Be FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO DYER METAL LATH NAILED TO - EXTERIOR (BADE PLWDDD SHEATHING TO BE SMWIED BY ARMOTECT OR U. CEXTERIDR FINISH BY Dymm NOT BY LAVSGN INDUSTRIES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2• WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM W o� E — EXT. GRADE PERIMETER MILKING NOT BY 'LAWSGN WOUSTRIES' TO BE APPLIED BY OTHERS (TYP.) L-OCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED AUDMUM AND PLASTIC LIFT HANDLE LUCKS ARE QUALIFIED FOR USE ON ALL WD=`WS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. TED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR EXTERIOR O 73' MAX. --- WINDOW FRAME BUCK WIDTH - 74' MAX. — WINDOW FRAME FLANGE WIDTH - -XO- WINDOW EQUAL LITE ( -OX' REVERSED ) WINDOW INSTALLATION MM - L THE WINDOW FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 18 I= THAN 1 187, SHIMS ARM NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WA SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 I /4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WOOD BUCKS O a ail gi t 04 to O H ' P 6'�z 21 SHIN SPACE ''(., • p ' (TYP.) 1/4' TAPCON W/ 1 1/4' MIN. EMBEBYZNT INTO Cam. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) O a ail gi t 04 to O H ' P 6'�z 21 # I2 X 1 3/4' S.M.S. 1 I /4' MIN, WOOD EMBED (SEE ELEVATION AT SHEET 62 FOR MAX. FASTENER SPACING) 114. 1 29 22 8 SHIM SPACE CLEAR SILICONE ADHESIVE �® BEDDING COMPOUND tTYP4 I-I I o 0 WUMN INSTALLATION NOTt38: I. THE VINDOW FRAME FLANGE TO BE BACK- BEDDED W/ AN EXT. GRADE CAULK THROUDHDUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ • WHEN THE CAP BI:i9NEEN THE WINDOW FRAME AND THE BUCK OR MASONRY DM I= THAN 1 /8', SHIMS ARE NOT REQUIRED. ANCHORS TO BE f12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATRDN INTO VOOD OR COMM (REFER TO LOAD TABLES F13R QUANTITIES REQUIRED) LAMINATED GLASS a EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE C f, r PT. WOOD DUCKS- • Va• MAX. %YSti, i �• SHIN SPACE th �� • a C 1/4' TAPCON W/ 1 1/4' 04 MIN. EMBEDMENT INTO CONC. _ (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) p= ryMBED MID4 1 /B' MIN. EDGE DISTANCE EXT. ORADE e, l®� 9 t ' A N N� AN V � CJ� O GD IiOW it �p tit C" W W W I'll sl7D OD ODD WW�� 000 071 tID W AAA. CR www mwto J' Mh o 0.1 191 www WCRp9Wt>y 01 CAC" cawwtn CA c" a 0. A AAwcacawwco cawwca m > p W w A A w A W w A A W W A A w w h. 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FLw" 34188 e� _ = PH No. (306) 848 -8680 3 * _$= AM"UrAffum R ar Q wiff M&MMM Aw"" MW CLASS MRS • •t`a�� i �'� HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW g�,.Q�eee axws ar am. es.am o a tams, Dwn wAD mmi wrm CIA' MIMS (co or ON) DA �oee aswc. �..m weaaa Mb d_ a mw ate. o sore ism 0 WMG-Ml s OF 10 a DESIGN LOAD CA PACITYLPS-F) -XOX WINDOWS with a ua to 114-1 1/ y g ^ffi� v R B m F '� A c x co c -2 -h +/.P a FIR AM SIZE I #Jamb Anchors ON&S Anchors GlassTyp e "B" • 2 lase • 2 8 "D" • 2 lass Type * 3 lass Type "P • ass T "G" 2 WIDTH HEIGHT + - + - f + - + f - f + f - f + sf - f 80 24 3 7 80.0 80.0 80.0 80.0 86.0 78.0 65.0 78. 62.0 62.0 65.0 76.0 72 24 3 7 80.0 80.0 80.0 80.0 .0 75.0 6510 75.0 52.0 62.0 66.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 .0 75.0 66.0 75.0 52.0 52.0 65.0 75.0 96 24 10 0.0 80.0 0.0 800 86.0 75.0 0 75.0 6 .0 52.0 85.0 75. 1 .0 .0 .0 8 7 . 60 36 3 7 80.0 80.0 80.0 80.0 86.0 78.0 66.0 75.0 52.0 62.0 65.0 76.0 72 38 3 7 80.0 80.0 80.0 .0 65.0 75.0 65.0 76.0 52. 2.0 66.0 75.0 84 36 3 8 70.0 75.0 7, .0 76.0 75.0 66. 76.0 62.0 52.0 85.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 66.0 76.0 .0 76.0 52.0 52.0 65.0 75.0 108 36 3 11 - 52.0 52.0 65.0 75.0 66.0 76.0 82.0 62.0 86.0 75.0 60 48 4 7 70.0 76.0 70.0 75.0 66.0 75.0 65.0 75.0 62.0 62.0 66.0 75.0 72 48 4 7 70.0 75.0 70.0 T5.0 85.0 75.0 86.0 75.0 52.0 62.0 .0 76.0 4 8 65.0 76.0 65.0 75.0 52.0 52.0 86.0 75.0 98 48 2.0 52.07 66.0 75. 8.0 78.0 62.0 52.0 65.0 76.0 60 w 4 b 11 52: - :0 66.0 75.0 65.0 --w-.T- 75.0 5. 62.0 0 52.0 2.0 66.0 .0 75.0 5. 72 60 6 7 52.0 62.0 66.0 75.0 65.0 70.0 2.0 65.0 76.0 84 60 5 8 62.0 62.0 86.0 75.0 .0 75.0 62. 52.0 65. 76.0 96 60 6 10 - 52.0 52.0 5.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 6 11 - -.0 52.0 52.0 66.0 7 .0 65.0 75.0 62.0 52.0 65.0 76.0 74 26 3 7 80.0 80.0 80.0 88.0 75.0 85.0 75.0 52.0 62.0 66.0 75.0 74 38.378 3 7 80.0 80.0 80.0 80.0 66.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 74 50.625 4 7 70.0 76.0 70.0 66.0 75.0 65.0 75.0 62.0 52.0 66.0 75.0 74 5 7 52.0 86.0 75.0 55.0 75.0 2.0 2.0 65.0 75.0 74 63 5 7 52.0 66.0 75.0 65.0 76.0 52.0 52.0 65.0 75.0 79.6 26 3 9 N62 66.0 75.Q .0 5.0 62.0 52.0 65.0 75.0 79.5 38.375 4 9 .62.0 52.0 .0 75.0 65.0 76.0 52.0 52.0 .0 75.0 �ffi $ as yy +•' , +......+ p 79.5 50.625 4 9 52.0 66.0 75.0 66.0 75.0 62.0 52.0 65.0 75.0 7 .5 58 5 9 52.0 52.0 65.0 75.0 66.0 75.0 62.0 52.0 65.0 76.0 79.5 83 5 9 52.0 1 52.0 65.01 75.0 65.0 75.0 62.0 52.D 85.0 75.0 108.25 2 2. 6 7 .0 108.25 38.375 4 11 52.0 52.0 .0 75.0 65.0 75.0 62.0 62.0 65.0 75.0 106.25 50.825 4 11 52.0 52.0 65.0 75.0 85.0 76.0 52.0 52.0 65.0 75.0 108.25 58 11 62.0 52.0 65.0 75.0 66.0 75.0 62.0 52 0 85.0 75.0 106.25 63 6 11 52:0 62.0 65.0 75.0 66 0 6.0 52.0 62 0 65.0 75.0 1 8 52. 0 5. 2.0 2.0 1 66.0 76.0 11 38. 75 4 11 52.0 52. 65.0 75.0 66.0 75.0 52.0 52.0 66.0 75.0 11 kill 60.825 4 11 52.0 5210 86.0 75.0 86.0 75.0 62.0 62.0 65.0 75.0 1 1 68 S 11 52.0 52.0 66.0 76.0 .0 76.0 52.0 52.0 65.0 75.0 1 1 1 5 5. .0 6 Not t : 1.) SEE SHEET 9 FOR OI.AZDIO TYPES. DETAILS & BILICONE OPTIONS. 2.) STANDARD BILLL, USED ON WNDOWS WITH +70.0 DP AND BMW (WINDOWS WITH GLASS TYPES "A. B. Co & D") 3) SLLL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP GL (WINDOWS WITH ASS TYPES "E. & F') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & BILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR 0" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.O. EXTERIOR LITE SHALL. BE TEMPERED. Wbb 20 SILL RISER - lHPT10NAL h 1 APPLIED WITH SIL[CONE I FOR DP ABOVE +70A PSF ti 2 080.0 DP MAX,) yWX _ Un_Egpal ue" iii �r .e. of 3o #9 qwwl low-omm _o r. -wrw � m, SHOW sswrr oar SAWSM JVAMUW r Aarrrna 40 vMaase MMM CM-90 (9K) 'ON Ha C95141 ��J j��z 99c vans N toga 1 \t 0 SAI 6� l '1S a6 'M'N lOSB 0 W,-' +l1f� 'Z �L C3 OH+ Z �W 1 �3a a 9 ML J o HIT T 00000000000a000000000000000000O I I I I a C'! opws� 00000 0900 o Oa 00 *a�� gg + C +89999 999 0 0 0 0 0 O O O O .99 go maat( fA Jill �= n 00 h00 /�0 W h.00 (U 14CD JCD JCD j(4 00000 0000 10) 00000 J.Pit C a 4V)(q(oco(h(h vvLDw00vv000vvRt w 0 v v 0 m 0 v v w 0 NNN (V �s$9 TWT 888 93 N0�1p� NO��tI(U�O�K)tp .:et a5 d ure �� LO 0 to spa spa Egg� _OXITIZ `iI1►T�:i 3i 7rrCTJd41�� fY6Y OLABS 111116CRIPIM DISIAi6 OSro� IAI0iA48 D>NCI�(OX 1 110' IVAT- SIREN6FVTA19 mA84 BUTAGIE PVB B)' 'OUPDNY. 3 609b PLASTIC DiTQOA'fER 9 LAS' HEAT- BTRENS1iTENEO SASS MV MUCAALBD MASS I�� ii !YPa1.]!T �`Ihi i� 14P�CT FYI fY6Y OLABS 111116CRIPIM DISIAi6 OSro� IAI0iA48 D>NCI�(OX 1 110' IVAT- SIREN6FVTA19 mA84 BUTAGIE PVB B)' 'OUPDNY. 3 609b PLASTIC DiTQOA'fER 9 LAS' HEAT- BTRENS1iTENEO SASS I�� ii !YPa1.]!T �`Ihi i� 14P�CT FYI sEAlro4T TTBX MASS DNCM nw BBTAR, 1 ® i1r 'j'r lumm umpim ! L18' AtNEN.80 mm SAFLEN PVB BT 'BBIJ/TtM 8 8090' PLASTIC INT6BLATO 9 _Fl 11i 1 r I)RT;1;3 _,Ki_z�z V7 p I;T sEAlro4T TTBX MASS DNCM nw BBTAR, 1 ® i1r 'j'r lumm umpim ! L18' AtNEN.80 mm SAFLEN PVB BT 'BBIJ/TtM 8 8090' PLASTIC INT6BLATO 9 MV MUCAALBD MASS 4 V4' VISILATEO AIR SPAIM *er- .11 DAE UPTIOW. t cmmx8 899 rRE- xOREAaAB 3»I EME8 SPECTRUM e GA) WNDIIVS WITH GLASS TYPES 'A, G DR 0' INSTALLED ABOVE SOFT. N THE HVHL THE IA, EXTERIOR LITE SHALL N D. ALUMINUM MILLION - SEE MULLION APPROVALS FOR NULI.Ifp4 TYPE. SIZE ANO NAM. OES�I PRESS1RiE LWRATIOA18. (ALAN. 0.076° MN. TWO -O 18 X 3/4' Sa& FLAT HEAD. PHILLIPS. (SEC ELO)ABON AT SHEET %2 FOR MAR F0.4K= SPACINO AND DP TABLES FOR QUANTITY) :TER CAULKING FRAME EXTERIOR FRAME MULLING DETAIL NOTE: THE LOVER PRESSURES OF THE YMNDOV OR NUM. SHALL GOIfERN 4' MAX. j 12 S.D.S. X 1. 1/4' L SHIM (BCC RV AIM AT SHEET 12 RIOR FOR MAL FASTENER SPACOM PERDIETER -04N00V FWINE Nom sEAlro4T TTBX MASS DNCM nw BBTAR, 1 ® i1r 'j'r lumm umpim ! L18' AtNEN.80 mm SAFLEN PVB BT 'BBIJ/TtM 8 8090' PLASTIC INT6BLATO 9 MV MUCAALBD MASS 4 V4' VISILATEO AIR SPAIM 8 IM t ANNEALED OLA9S as GA) WNDIIVS WITH GLASS TYPES 'A, G DR 0' INSTALLED ABOVE SOFT. N THE HVHL THE IA, EXTERIOR LITE SHALL N D. ALUMINUM MILLION - SEE MULLION APPROVALS FOR NULI.Ifp4 TYPE. SIZE ANO NAM. OES�I PRESS1RiE LWRATIOA18. (ALAN. 0.076° MN. TWO -O 18 X 3/4' Sa& FLAT HEAD. PHILLIPS. (SEC ELO)ABON AT SHEET %2 FOR MAR F0.4K= SPACINO AND DP TABLES FOR QUANTITY) :TER CAULKING FRAME EXTERIOR FRAME MULLING DETAIL NOTE: THE LOVER PRESSURES OF THE YMNDOV OR NUM. SHALL GOIfERN 4' MAX. j 12 S.D.S. X 1. 1/4' L SHIM (BCC RV AIM AT SHEET 12 RIOR FOR MAL FASTENER SPACOM PERDIETER -04N00V FWINE Nom sEAlro4T "a cuss notawt10X O108D. air Luum OxImpm l VS' ANNFAED GLASS PVO or -mouffir 8 0.090' PLASTIC INTLALAVR 3 IMO' ANNEALED MAU 4 V4' NSULATED AM SPACE W0 S WV ANNEALED MASS pO GA) WNDIIVS WITH GLASS TYPES 'A, G DR 0' INSTALLED ABOVE SOFT. N THE HVHL THE IA, EXTERIOR LITE SHALL N D. ALUMINUM MILLION - SEE MULLION APPROVALS FOR NULI.Ifp4 TYPE. SIZE ANO NAM. OES�I PRESS1RiE LWRATIOA18. (ALAN. 0.076° MN. TWO -O 18 X 3/4' Sa& FLAT HEAD. PHILLIPS. (SEC ELO)ABON AT SHEET %2 FOR MAR F0.4K= SPACINO AND DP TABLES FOR QUANTITY) :TER CAULKING FRAME EXTERIOR FRAME MULLING DETAIL NOTE: THE LOVER PRESSURES OF THE YMNDOV OR NUM. SHALL GOIfERN 4' MAX. j 12 S.D.S. X 1. 1/4' L SHIM (BCC RV AIM AT SHEET 12 RIOR FOR MAL FASTENER SPACOM PERDIETER -04N00V FWINE Nom sEAlro4T ITIDI OMAN "L . 1. OD .Vr a9q LAYWA93 OBBRUnm I V8' t16A'T- 31RFNNTEeCO GLASS PV3 Dr ' T- 8 8090• PLASTIC INICRLATCR 3 VB' NEAT- STRENSHTENED OLASS 4 V4' NSLLATCD AIR SPACE 5 VB' ANNEALED GLM 00 GA) WNDIIVS WITH GLASS TYPES 'A, G DR 0' INSTALLED ABOVE SOFT. N THE HVHL THE IA, EXTERIOR LITE SHALL N D. ALUMINUM MILLION - SEE MULLION APPROVALS FOR NULI.Ifp4 TYPE. SIZE ANO NAM. OES�I PRESS1RiE LWRATIOA18. (ALAN. 0.076° MN. TWO -O 18 X 3/4' Sa& FLAT HEAD. PHILLIPS. (SEC ELO)ABON AT SHEET %2 FOR MAR F0.4K= SPACINO AND DP TABLES FOR QUANTITY) :TER CAULKING FRAME EXTERIOR FRAME MULLING DETAIL NOTE: THE LOVER PRESSURES OF THE YMNDOV OR NUM. SHALL GOIfERN 4' MAX. j 12 S.D.S. X 1. 1/4' L SHIM (BCC RV AIM AT SHEET 12 RIOR FOR MAL FASTENER SPACOM PERDIETER -04N00V FWINE Nom sEAlro4T EXTERIOR 1' A TO BE PAINTED OR PLATeo. n= 0 2. METAL SIRUCTIMES: HIM. A) STEEL : Fy n 36 KS NN. REITABTN (STEEL 18 00. MN. THICK - 0.048^ L-7703 B) ALUMINUM : 8083 -T5 MIN. FRAME HEAD (AURA. 0.078' NN. THICK) 2 METAL STRUCTURE AMAGE11 T DETAIL � � o HS -8700 FLANGE FRAME WINDOW BILL OF BIATERIMS n= 0 PART 9 HIM. DESCRIPTION REITABTN I L-7703 1 FRAME HEAD 606346 ALUMNA 2 L -8701 1 FRAME SILL 6063 -TG ALUMINUM 3 L -77M I FRAME FXD. JAMB 6063 -T6 ALUMINUM 4 L -7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L -7705 I VENT MEMO RAIL 6063 -T6 ALUMINUM 6 L -7707 I VENT TIP /MTTOM RAIL 6063 -T6 ALUMINUM 7 L -6703 1 FRAME VENT JAMB 6063 -T6 ALUMINUM 8 L -7706 I VENT JAMS LATCH RAIL 6063 -T6 ALLMINL94 9 L-8708 1 FRAME SILT. TRACK 6063 -T5 ALUM" 10 L -8705 1 FRAME SILL RETAINING CLIP 6063 -T3 ALUMINUM 11 L -7708 AS REQ'& GLAZING BEAD ( 3/8' ) 6063 -19 ALUMINUM 12 FS -006 AS RE0'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIPS 13 FS-040 AS RED& INSTALLATION SCREWS 014 SMS F.H./PHIL. 14 L -7531 AS REQ'& VINYL BLM.B 114' DIA. BULB 03033 15 PWS -003 AS RWIL FIN SEAL VEATHERSTRIP 487- r x MV h 16 PWS-OO5 AS REWD. FIN SEAL WEATHERSTRIP 467' r x .390' h 17 PVS-009 AS REWD, I FIN SEAL WEATHERSTRIP .187' ■ x 310' h 10 L -7711 AS RE7& GLAZING BEAD ( INSI9.ATED) 6063 -T9 ALUMINUM 19 PVS-001 AS REWIL PILE 8 GLAZING BEAD .167' r x AW h 20 L -8706 AS REWD. SILL RISER ADAPTER 6063 -TS ALUM.- OPTIONAL 21 L -7539 8 VENT EXTRUDED SPRING LATCH 6063 -T5 ALUMINUM 82 MMC -057 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7583 1 x LATCH LATCH SPRING STAINLESS STEEL 84 ■ 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FQAM 23 FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 8 1/4' P.HVPHIL. 26.1 MC -044 -1 2 WEEP FLAP S BAFFLE -. ■ 26.8 HC- 1 X VEEP OPEN CELL FOAM PAD 1/8' X t/B' X 8' L 27 HC -040 -1 B SASH RDLLER S Haul NG x Be HC -026 -1 1 SCREEN FRAME 6 MESH ■ 89 ■ 1 ATTACHMENT SCREW R CLIP 08 X 5/8' SJI.S. 30 HC -058 -1 8 VENT SWEEP LATCH MOLDED NYLON 31 HC -059 -1 2 VENT SWEEP LATCH DIE CAST METAL 32 L -8830 I X Anchor FRAME SILL ANCHOR CLIP 6063 -TS ALUMINA 33 ■ 8 LAMINATED GLASS Ere DeteOs B WL of sheet 9 34 ■ AS REO'D. GLAZING SILICONE Sea DataOs a LA of sheet 9 35 OPTION& AS REM COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5904 AS RED'& JOINT SEALANT x 37 ■ I AS REM I PERIMETER ACRYLIC CAULK I OSI PGLYSEAMSEAL at. d. t a ilk I ' I-if O 1 i t LFRAAMM HEAP 0 FRAME BILL L O -870• VENT INTERLOCK RAIL 5 VENT JAMB RAIL L -7708 FIXED JAMB SI TRACK FRAME LICE RETAINING CLIP L -8708 0- FRAME VENT JAMB L -8�8703 n7 MEETING RAB L-77 VENT TOP/BOTTOM RAIL LO a9 0 g VEN7 R)TMM CORNER me 1=4 U" p68 WI BELL ANCHOR CLIP L -8830 32 GLAZING BEAD L -7708 MA 91 oso FRAME & SASH CORNER ASSEMBLY DETAILS SILL GLAZING BEAD ADAPTER ER L -8708 98 Q sm .a5o m ; VA aa Z O N s O Honda Bus R Dr^ Product Approval -M� ISER: Pubtic user Product Aymmml Menu > Product or Annllrmtion -Search > Aoohotion List > Application Detail FL # r - FL4�_it& Application Type Affirmation Code Version 2010 Application StatusPProved Comments Archived O Product Manufacturer F _Masonite- International -_ -_` Address /Phone/Email 1955 Powis Road West Chicago, IL 60185 (615)441 -4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber0masonite.com Technical Representative Address/Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By v Exterior Doors winging Exterlor.DoorAssam- lies J Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, @I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity QYes 0 N GN /A httpJNiww. floddabuilding .org /prlpr_app_dti.aspx? param= wGEVXQwtDgttSMGyvgTunPuaFlwHGK %2fQSgxj %2b37K6SM %3d 3/26113,1:35 PM Page 1 of 4 r `z w 1 0 Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Data Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 FIL # I Model, Number or Name I Description - ' Fiberglass Side - hinged Door Units - 6' -8" Opaque I/S and O/S Single Door Impact Rated Limits of Use certnrcation Agency- cat,e__ Approved for use In HVHZ: Yes FL4334 R6 C Ac NI00s930.01.PCiF Approved for use outside HVHZ: Yes Assuranrw Con -bact Expiration•-Date Impact Resistant: Yes 04/30/2015 Design Pressure: +70.0/ -70.0 Installatioa.Instructions__ Other: Evaluated for use in locations adhering to the Florida � Building Code including the High Velocity Hurricane Zone, and Verified 5y: National Acciddita —tion & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports_____ _ does not exceed the design pressures listed. T -0" x 6' -8" max ' nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG- MA- FLO120 -05 for additional information. 4334.2 Fiberglass Side - hinged Door Units - 8' -0" Opaque I/S and O/S Single Door Impact•;Rated Limits of Use Certification Agency Certificate pproved for use In HVHZ: Yes ppproved for use outside HVHZ• Yes "pact-Resistant: Yes esignPresm"W +70.0/ -70.0 then: Evaluated for use. in locations adhering to the Florida Hiding Code Including the High Velocity Hurricane Zone, and sere pressure requirements as determined by ASCE 7, nimum Design Loads for Buildings and Other Structures, yes not exceed the design pressures listed. 3' -0" x 8' -0" max iminal size. Hurricane protective system is NOT required. See ichor detail DWG-MA- FL0121 -05 for additional information. Contract Expiration Date Installation instructions FL4334 R6 II FL0121.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4334 R,6 AE 503A.12 Created by Independent Third Party: Yes 4334.3 I Fiberglass Side - hinged Door Units - 18' -0" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant; Yes 04 /30/2015 Design Pressure: +55.0/ -50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12' -0" x 8' -0" FL4334 R6 AE 501A.odf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG- MA- FLO121 -05 for additional Information. 4334.4 Fiberglass Side - hinged Door Units - 8' -0" Opaque I/S Door w/ or w/o Sidelites Impact Rated u1mmits of Use Certillicailon Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 _C CAC NI005930:112. DE Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact; Resistant: Yes 04/30/2015 Design pressure: +515/ -50.5 Installation Instructions Otluen Evaluated for use In locations adhering to the Florida FL4334 R611 F1.0121.rsdf Building Code including the High - Velocity Hurricane Zone, and Verified, By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party Minimum Design Loads fcr Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12' -0" x 8' -0" 1 FL4334 R6 AE 501A.odf http J/www.floddabuilding.org /pr /pr_ app_ dtl. aspx7 param= wGEVXQwtDgttSMGyvgTunPuaF [wHGK %2fQSgxj "/`2b37K6S M %3d 3126/13,1:35 PM Page 2 of 4 � C I max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yee required. See anchor detail DWG- MA- FLO121 -05 for additional Information. 4334.5 Fiberglass Side - hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0 / -50.5 Installation Instructions Oftmr: Evaluated for use in locations adhering to the Florida FL4334 R6 II FLO120.12df Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12' -0" x W -8" FL4334 R6 AE 502A.gdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG- MA- FLD120 -05 for additional information. 4334.6 Fiberglass Side- hinged Door Units - W -8" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yee EL43 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Qualify Assurance Contract Expiration Date Impact Resistant. 'Yes 04/30/2015 DeWgnPressum *50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 iI FL0120:ndf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined; by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12' -0" x 6' -8" FL4334 R6 AE_502A.odf max nominal size:' Hurricane protective system Is NOT Created by Independent Third Party: Yes required, See anehordetail DWG- MA- FL0120 -05 for additional Information. 4334.7 Fiberglass Side - hinged Door Units - 8' -0" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI00593 .04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/ -50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0123.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12' -0" x 8' -0" FL4334 R6 AE 501A.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG- MA- FLO123 -05 for additional Information. 4334.8 Fiberglass Side- hinged Door Units - W -8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Um€ts of Use Cwtificat ion Agency Certificate Approved for use In "HVHZ: Yes F 43_3_4 R6 _C CAC NI005930.03.PDF Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure; +60.0 %60.0 Installation Instructions Other: Evaluated for use to locations adhering to the Florida .E4334 R6 i�FL012z.odf Building Code including the High Velocity Hurricane Zone, and . Verified By: National Accreditation & Management Institute, Where pressure requtrements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12' -0" x W -8" FL4334 R6 AE 502A.Ddf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-R.0122-05 for additional Information. htt p: /Avww.floddabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgttSMGyvgTunPuaFlwHGK " /"2fQSgxj ° / "2b37K6SM " /o3d 3/26/13,1:35 PM Page 3 of 4 of BacK� rNeYt: Contact Lis :: 1940 North Monroe GtMZ Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida IS an ANEEO employer. - Florida.:: BjMgLMM=:: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SSO.487.1395 . *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees lkwu;ed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Aceeptin aWE 99 0 Credit Caret V:.- -SAFE http: //www.floddabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgttSMGyvgTunPuaFlwHGK %2fQSgxj %2b37K6SM %3d 3/26/13.1:35 PM Page 4 of 4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road Certification Date: 02/17/2005 West Chicago, d 60185 Expiration Date: 04/30/2015 or Revision Date: 05/23/2011 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Impact Drawing Number & Specifications Tested To: TAS 201/202/203- 94 /ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for fisting within NAMI'c ('certified Prndnrt i.ictino at wu,w Nami"rtitSe.atinn nnm NAMile Vortifioatinn Prnoram is aeeredited by The American National Standards Institute (ANSI). *High Dam Threshold National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 3 2 Tel: (804) 684 -5124 Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number & Outswing Opaque Size PostNeg Pressure Rated Comments X I/S Opaque 3'0" x 8'0" +70/ -70 2.86 psf Yes NUL- 210 - 3102 -1 Single Maximum Panel Size: 3'0" x 8.0" g Anchor Detail- MA- FL0121 -05 X O/S Opaque 3'0" x 810" +70/ -70 10.5 psf Yes NCTL- 210 - 3102 -1 Maximum Panel Size: 3'0" x 8'0" Single g Anchor Detail- MA- FL0121 -05 XX I/S Opaque 610" X 8'0" +50.5/ -50.5 2.86 psf Yes NCTL- 210 - 3105 -1 Maximum Panel Size: 3'0'• x 8'0" Double Anchor Detail- MA- FL0121 -05 XX O/S Opaque 690" x 8'0" +55/ -50.5 6.0 psf/ Yes NCTL- 210 - 3105 -1 Double 8.25 psf Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0121 -05 XO /OX I/S Opaque Door 690" x 8'0" +50.5/ -50.5 2.86 psf Door -Yes NCTL -210- 3105 -1 Single w /Sidelite g Glazed Sidelite Sidelite -Yes Maximum Panel Size: 0 Anchor Detail- MA- FLOI L0121 -05 XO /OX O/S Opaque Door 690" x 8'0" +55/ -50.5 6.0 psf/ Door -Yes NCTL- 210- 3105 -1 Single w /Sidelites Glazed Sidelite 8.25 psf* Sidelite -Yes AnchormDetail -MA FL0121 -05- Panel Size: 3V x OXO I/S Opaque Door 9'0" x 8'0" +50.5/ -50.5 2.86 psf Door -Yes NCTL - 210 - 3105 -1 Single w /Sidelites g Glazed Sidelites Sidelites -Yes Maximum Panel Size: 3'0" x 8'0•' Anchor Detail- MA -FLO 121 -05 OXO O/S Opaque Door 9'0" X 8'0" +55/ -50.5 6.0 psf/ Door -Yes NCTL -210- 3105 -I i Single w /Sidelites Glazed Sidelites 8.25 psf* Sidelites -Yes Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0121 -05 OXXO I/S Opaque Doors 12'4" x 8'0" +50.5/ -50.5 2.86 psf Doors -Yes NCTL -210- 3105 -1 a Double w /Sidelites Glazed Sidelites Sidelites -Yes Anchor Patrol Size: 3'0'• 1 05 Anchor Detail- MA- FCAI21 -05 OXXO O/S Opaque Doors 12'4" x 8'0" +55/ -50.5 6.0 psf/ Doors -Yes NCTL - 210 - 3105 -1 Double w /Sidelites Glazed Sidelites 8.25 psf'' Sidelites -Yes Maximum Panel Size: 3'0" x 8'0•' Anchor Detail-MA-FL 0145 *High Dam Threshold National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 3 2 Tel: (804) 684 -5124 Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: b,L1&jvwk,- HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TFCr nmrvranriw IxcICNAmnw oca It T SELF IGNITION -1 TEMP ASTM 01929 752 -F > 650 'F RATE OF BURNING ASTM 0635 0.56 IN MIN C -1 SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH- ASTM D638 3.27 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 13 E3 SINGLE DOOR UNIT OIL M. p� Y ice. • � wai 101 ��I I�� I�i (�i J� li- ill I ��_ i�i f!f -- _. --- -- Tai Iii I- la! - - - - -- �� !1i TABLE OF CONTENTS 149' AIAX. OVERALL FRAME li 20.5° MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. FRAME WIDTH DESCRIPTION IN/ASTRAGAL TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCH R LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS OUTSWING' X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 1 -70.0 XX 74 +50.5 -50.5 +555. 0 -5.5 +19.0 -19.0 +0.0 -40.0 + .0 -50.5 OX or XO 75 O cfl +5 -50.5 +19.0 -19.0 400 -40.0 + 5.0 0X0 112.5 +50. -50.5 1 +5 .0 OIL M. p� Y ice. • � wai 101 ��I I�� I�i (�i J� li- ill I ��_ i�i f!f -- _. --- -- Tai Iii I- la! - - - - -- �� !1i TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCH R LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS -_III I-- r• ?... i�r• . .. rR.l 7 Lo cc 00 R O to °v t V W CIS owc. er: SWS CXK. Br: KURT BALTHAZOR DRAWM NO, FLORIDA P.E. #56533 DWG-MA- a0120 s14M 1 OF 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CON MAX WIDTH INSWING I OUTSWING INSWING OUTSWING OUTSWING' X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 1 -70.0 XX 74 +50.5 -50.5 +555. 0 -5.5 +19.0 -19.0 +0.0 -40.0 + .0 -50.5 OX or XO 75 + 0.5 +5 -50.5 +19.0 -19.0 400 -40.0 + 5.0 0X0 112.5 +50. -50.5 1 +5 .0 +19.0 -19.0 + -40.0 +55.0 -50.5 OXXO 144 +50.5 -50.5 +55.0 -50. +1 .0 -19.0 +40.0 1 -40.0 +55.0 1 -50.5 Lo cc 00 R O to °v t V W CIS owc. er: SWS CXK. Br: KURT BALTHAZOR DRAWM NO, FLORIDA P.E. #56533 DWG-MA- a0120 s14M 1 OF 3 3° SEE DETAIL °C" 3.- 6° 0.962 SEE DETAIL "E" 3 "� 3" 6" 3" I I I ! � 6" 6° � 6" 6" � I I I CMK. BY: T INSWING THRESHOLD T OUTSWING THRESHOLD T HIGH DAM 0/S THRESHOLD TYPICAL GLAZING DETAIL IMPACT RATED GLASS DRAW= N0'` DM- aA -�D2: 3° -'I �✓� W e —G) O e 0 6" .� 6" 6 3" 3, 3" 3" 3" 3" 6" 6° y SEE v "D" 0 v Lu #8 x 2 -112" #8 x 2 -1/2" #10 x 2" #10 x 5/8" DETAtL "E" ASTRAGAL #8 x 2 -1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT #10 x 5/8" STRIKE PLATE TO FRAME 0 # 10 x 314" AS SHOWN. 0.24' ANNEALED #10 X 2" DETAIL "C" O 0.124* ANNEALED DETAIL "D" TYP. i 0 11.1 1 dli- ;EE DETAIL C. 6° 4.. X& . • ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124" TEMP. to 00 v Q d O�`I C.7 FW-UU z0- = L1) U uj 1.375" 0.962 1.75" 7.047" ALUMINUM OR RUM SPACER ' "' •., §6 x 1 -1/2" WS DOW 632 AfderAcRtoWM DOW 632 .� OR EQUAL +:' vv OR MA •e• 3d ame 2/11 SCALE: N.T.S. MG. B`• SW; CMK. BY: T INSWING THRESHOLD T OUTSWING THRESHOLD T HIGH DAM 0/S THRESHOLD TYPICAL GLAZING DETAIL IMPACT RATED GLASS DRAW= N0'` DM- aA -�D2: sN>:L, 2 SEE DETAIL °C° SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS, A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3° m � N 8 a SEE DETAIL N b" SHT. 2 0 W o o- G io 3° WApnwApr crwpnt u y 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. MIN " � SHIM CL --I �— TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.2N" v SHIM CL --I (-- f,. TYPICAL MASONRY ANCHOR INSTALLATION A*A ntowm FF L, i WWI' T rY%G,nJ s -1 CL 00 ED V Ca Fw t U � d1 F'- tn rA 1' u I`c&c: N.T.S. I BY: Br: OF .1 s 0. SIDE - HINGED METAL -EDGE STEEL DOOR UNIT & -8" DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELTTES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TFST nmi%; IRTIAN I1CCI@slAnnst -.1 r SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN MIN SMOKE DENSITY ASTM Dq843 13.4% TENSILE STRENGTH* I ASTM D0$ 7.507. DIFF wmrr llvC IcvaILL )lKtNWtl MILK WtA[MLKING 4500 HOURS XENON ARC METHOD 1 I Li D TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS p@N" lQ Iw 149° MAX OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. D.LO. PANEL WIDTH W /ASTRAGAL 11 010r [ ► [Z -t ?yd 0 N x Ed a KURT BALTHAZOR FLORIDA P. E. 156533 o V_ U C) � O o �= ti cz z �U FU U7 C.) 0) V) LLJ Zt t- wit %N r2$ in O a BATN:: 7125105 SCAB: N.T.S. Mo. BY: SWS pec. er: L01 OF i WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 XX 74 +55.0 -55.0 +55.0 -55,0 +19.0 4 -19.0 +55.0 - 5.0 OX or XO 5 +55,0 - 5.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +5 -55.0 OXXO 149 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 [Z -t ?yd 0 N x Ed a KURT BALTHAZOR FLORIDA P. E. 156533 o V_ U C) � O o �= ti cz z �U FU U7 C.) 0) V) LLJ Zt t- wit %N r2$ in O a BATN:: 7125105 SCAB: N.T.S. Mo. BY: SWS pec. er: L01 OF i 3' SEE DETA .c. 3" W a SEE v� "D" J W w Ix 0 18 x 2 -112" x 18 x 2 -112" 110 x 3/4 *,#9 • ® s 18 x 2 -1/2" #9 x 314" � #10x3/4 x 3/4" #10 x 2 DETAIL "E" ASTRAGAL QETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. io N Iq ui 6° EE DETAIL S. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 7 UA L EQUA ALUM. STEEL OR BUTYL SPACER �, #6 % 1 -1/2" PHS Ri U-) cc 00 O U O O Cr _1 ti c �O W C7 O z a. v }" LLJ Lr) U O (3) f_ g W uX WW 4 0 0 ° CL 0.962" A ►101 7/25/05 N.T.S. CWta t No.: Dow sss : � p ;, ow. BY: SWS T OR EOUAL ° l'.,'t, CHK. BY- INSWING THRESHOLD OUTSWING THRESHOLD b INIEPo6R DRAWING NO- TYPICAL GLAZING DETAIL Dwc- AAA- FLO132- __ SHEET 2 OF 3 i 3' SEE DETA .c. 3" W a SEE v� "D" J W w Ix 0 18 x 2 -112" x 18 x 2 -112" 110 x 3/4 *,#9 • ® s 18 x 2 -1/2" #9 x 314" � #10x3/4 x 3/4" #10 x 2 DETAIL "E" ASTRAGAL QETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. io N Iq ui 6° EE DETAIL S. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 7 UA L EQUA ALUM. STEEL OR BUTYL SPACER �, #6 % 1 -1/2" PHS Ri U-) cc 00 O U O O Cr _1 ti c �O W C7 O z a. v }" LLJ Lr) U O (3) f_ g W uX WW 4 0 0 ° CL 0.962" A ►101 7/25/05 N.T.S. CWta t No.: Dow sss : � p ;, ow. BY: SWS T OR EOUAL ° l'.,'t, CHK. BY- INSWING THRESHOLD OUTSWING THRESHOLD b INIEPo6R DRAWING NO- TYPICAL GLAZING DETAIL Dwc- AAA- FLO132- __ SHEET 2 OF 3 ATTACHMENT DETAIL SEE DETAIL "C" SHT. 2 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4-. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. co W a_ SEE DETAIL U) "D" SHT. 2 w W d' i io 3. N •d* 3" HARDWARE SCHFnilt F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1-50* MIDI AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES MIN " 0.25' SHIM TYPICAL MASONRY ANCHOR INSTALLATION AMendo to NAMI L00 cc c U � J O �J IV) C) W pQ za_ ��U co v-(n g � � 24, �'- O m� En Cl a o� a DATE. 7/25/05 sckE N.T.S. Dwc. BY. SWS CHK. BY. DRAWING NO.. DWG- MA- FL0T32 -05 sHEEr 3 or 3 1-50* MIDI _. os5" NO CL --� �— TYPICAL WOOD BUCK ANCHOR INSTALLATION MIN " 0.25' SHIM TYPICAL MASONRY ANCHOR INSTALLATION AMendo to NAMI L00 cc c U � J O �J IV) C) W pQ za_ ��U co v-(n g � � 24, �'- O m� En Cl a o� a DATE. 7/25/05 sckE N.T.S. Dwc. BY. SWS CHK. BY. DRAWING NO.. DWG- MA- FL0T32 -05 sHEEr 3 or 3