Loading...
WS-17-303 3 Miami Shores Village P #7fr}+ ;� f1t11itS)1I6�5 10050 N.E.2nd Avenue NE oo ... Miami Shores,FL 33138-0000 P8T7r111` PR�'�C� '.. �tio�6 Phone: (305)7952204 R1D�' qExpiration: 08/08/2017 a V 3ai Project Address Parcel Number Applicant 30 NE 93 Street 1132060130200 JUDE&FRANCES FACCIDOMO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JUDE&FRANCES FACCIDOMO 30 NE 93 Street (305)374-5730 MIAMI SHORES FL 33138- 30 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,088.00 MR DOOR MAN INC (305)262-0596 ........__.. Total Sq Feet: 20 Type of Work:REPLACEMENT OF FRONT AND SIDE DOOR Available Inspections: No of Openings:2 LInspection :Additional Info: achment Classification:Residential Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-2-17-62854 DBPR Fee $2.00 02/09/2017 Credit Card $87.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 02/07/2017 Credit Card $50.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $137.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin utherm re,I auth ' e the above-named contractor to do the work stated. February 09, 2017 Authorized Signature:Owner Applicant / Contractor / Agent Date Building Department Copy February 09,2017 1 Miami Shores Village RECEIVED - Building Department FEB 0710 � 11 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20145-VL1 BUILDING Master Permit No. Uu3n a3 PERMIT APPLICATION Sub Permit No. Egl�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 D /y / J Q e_ City: Miami Shores County: Miami Dade Zip: .33 I �� Folio/Parcel#:� 1 � D�O 'd lf L�10 d Is the Building Historically Designated:Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFFFE: G� OWNER: Name(Fee Simple Titleholder): 44( 4 0(11D Phone#: 30 Address: City: A-A O MM Q►'C5 State: L Zip: Tenant/Lessee Name: ,J/r A Phone#: �J Email: / CONTRACTOR:Company Name: - R - L( Phone#: Address: ) /��( �, - W) fA City: r P-L State: Zip: Qualifier Name: 14cl r-a-5 Phone#: 4— —0q_3'? State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ nz Square/Linear Footage of Work: J 4• Type of Work: ❑ Addition Le? Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: w Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) e Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature-'y",, Signature _A®r�_ OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -/ d►1 day of i�a20 , by 13 day of , 20/ �— , by _r FaCO WIRARs personally known to ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: J�- Sign Sign VVV Print: o. Print: n rD Seal: 3 - Notary Publlci Publicof Raft Seal: • ° Commission#FF 221889 �pa•YP.,,, D.nBRITOMy Comm.Expires Aug 0,2019 $i°ate � Notary PubliBonded throughNatiortalCommissi6+x• Banded Iftroigh APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5�M937 D Miami shores Village Building Department Big 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 IORIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/O ner Signatu e Date Print Name Pr earch Application-Miami-Dade County Page 1 Of 1 OFFIG"i OF THE PROPERTY APPRAISER Summary Report Generated on:1/13/2017 Property Information Folio: 11-3206-013-0200 !r _ 30 NE 93 ST Property Address: Miami Shores,FL 33138-2816 r Owner JUDE M FACCIDOMO FRANCES A FACCIDOMO 30 NE 93RD ST Mailing Address MIAMI SHORES,FL 33138-2816 " USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ m Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT < Beds I Baths l Half 312/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Taxable Value Information Adjusted Area 2,400 Sq.Ft 2016 2015 2014 Lot Size 9,600 Sq.Ft County Year Built 1946 Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $319,569 $317,000 $211,576 School Board Year 2016 2015 2014 Exemption Value $25,000 $25,000 $25,000 Land Value $240,217 $182,051 $182,051 Taxable Value $344,568 $342,000 $236,576 Building Value $167,040 $167,040 $114,912 City XF Value $25,267 $17,909 $18,033 Exemption Value P $50,000 $50,000 $50,000 Market Value $432,524 $367,000 $314,996 Taxable Value $319,569 $317,0001 $211,576 Assessed Value $369,569 $367,000 $261,576 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Taxable Value $319,569 $317,000 Benefit Type 2016 2015 20 $211,576 14 Save Our Homes Assessment Sales Information Cap Reduction $62,955 $53,420 Homestead Exemption $25,000 $25,000 $25,000 Sale Previous Price Book- Sale Page Qualification Description Second Homestead Exemption1 $25,000 $25,000 $25,000 29120 Note:Not all benefits are applicable to all Taxable Values(i.e.County, 03/05/2014 $580,000 Qua[by exam of deed 3349 School Board,City,Regional). 9- 2755 12/10/2010 $285,000 755Qual by exam of deed 4342 Short Legal Description 09/01/1992 $0 15666- Sales which are disqualified as a result MIAMI SHORES SEC 1 AMD PB 10-70 LOT 9&W1/2 LOT 8 BLK 2 1954 of examination of the deed LOT SIZE 75.000 X 128 12/01/1978 $65,000 10243- Sales which are qualified OR 15666-1954 0992 4 1 0895 The Office of the Property Appraiser is continually editing and updating the tax roll.Thiswebsite may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.mismidade.govfiinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ t�t Z/gym m x F. Construction Trades uaif}rirtg Board BUSINESS CERT F CATE OF COMPETENCY 9 4 B b" 0 U" 3 4 7 MR DOOR MAN INC D , B . k - ALFARASALE _ Is certified under the provisions of chapter 10 of Miami-Cade county CD 0)��y ' m ru -u t t #OEM$% %%MPOO cis � 9� w U 4 l j � 6� S +4M n m RECEIVED-1W27/2016 I2:35PM 3052625630 MR DOORMAN INC ► - VAAMFTY INSURANCE t�ITE(elNUDDIYYYIT THIS CERTB'ir CAff LS:ISS» E10 fi1GNTSi URM TM COTOMATE kMDM THIS ---- {RALTM Tim t�AW AFFORDED BY THE PODOES t;,Elt1'IPICATE pQE3 NOTA 1iNL M MUM INSURMS},AUTNQkIZED Bq-OW. 'f HM C [1EW _ . __-- REPRF_SENTATNE OR PROMCM AINDME W PORTANT. IFthec� hel+set��A 4NA1. ,. I Lo •V8U8FWGATl0NWWAWIWm6JodfD the terms and Oondili0es of fhe Voft,Xn L � imA �1 does t10t IXMrt(ef fights 14 tAe certifi wo holder in Hou of Binh endommeW4 ACr LISSETTE AVILEZ fAriblef el P8.0 {305)207-7869 207-0$65 12555 SW 42 St Ste 5 AFFORt IG COVERAGE MAIC ffi Wmrra,FL 33175 — Ftme {308 207-7889 Fax 207-056'5 A, GIm18d81nautaltCB COMWIT n�suRER a: Infin Corl7melaial AIIto MUM=DBA FIR.Door Man,111C 0 -_- INBOR6R D IM Sw 67Ti1 Ave 1N RE: FL 3315.5 INBURERF _ 3L48M CERTIFICATE NUmsm. REVISION NUMBEk TWS ISTO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BE-OW HAVE BEEN SUED TO THE MISURED NAMED ABOVE FOR THE POLICY PERIOD - >ND[CI�TID:NOTwITWSTAN}]ING ANY REflt11REM�NT,I EFM OR CONDITION OF ANY CONTRACT OR CTWER DOCUMENT WITH RESPECT TO WHIG THIS -.GERTU:nKTE MAY BE ISSUED OR MAY PERTAIN.THE lNSURANCEAFF4RDED BYTWE POLICIES DESCRIBED HEREIN IS TO ALL THE TERNfS _E uXUSIDNS AND CONDITIONS OF SUCH POLICIES.LMTTS SI tOINI+)MAY HAVE BEEN REDUCED BY �CLAtI1dS. LJW WNT TYPE OF NSIMANCE ADC POtiOY ER UalT9 TACH OCCU 1,000,000-00 j/ C CIAL GENERAL LIAUL Y r�TO nE 100,000.00 CtAm�tMaE © o=m 9 ffm°fie ❑ ❑ - AAE6 E G4nY oaw $ 1,400.00 A Q IN N 0185FL00=38 11/1312016 11113/2017 PFRSONAI.&ADIIINJURY $ 1,d00,000.00 (tEfar AcxTREGATE tAeITApPLiE3 PER; GENERAL A14QREGATE S 2;000.000-QO p�pp., ❑ LOC PRODUCTS-CWPIOP S ❑POLM,Y ❑ JECT $ ❑ oTHE>: LEL[W 500,000.00 AUTORWHI E LIABILITY BODILY Nam(For P—) $ ❑ ANY AUTO BODILY MAW(Pe $ g ❑ D ® N� N N 508&$0001.3291-001 1011512016 10/1512017 PROP $ ❑ or HIRED AiJTOS ❑ AUTOS PIP $ 10,000.00 171EI( UAB ❑q AmtE2 AN1pE ArtaREGATE $ IJ DEo El RETENTION$ F71Y RKUSCOUPENSATI41Q r; AHD ELVIAVEWLe181LfrY YIN r.L.EACH ACCIDENT $ AWP NIA E.LDIW;,S E-EAENWL S gftnd"y IP WOLLL��JJJ �DMWE-FOLW LW $ DE RWM TION OF anMnOnS bww DESGRIn=0P 0MATM I L00A'nONS I VEHMXs(Atmch ACGRD 107,AdfiMWW R m& 6aF�eddk.B moan ape+e k ref RHBIderltial aft COmr11=W DoOf WW WMdOW inSLa kMon i CERTIFICATE HOLDER CANCELLATION , SHOULD ANYOF THE AROV6 DESCRIBED POLICIES BE CANCELLED BEFORE Miami Sham Village BuHding Depmrtm®nt 7HE mPmAT10N DATE THEREOF,NOTICE WI L BE DELN�IN ACCORDANCE WITH M POLICY PROVISION', 10050 Ne 2nd Ave Mtsrni Shores,FloOda 33138 AUTHOFU o MWRESMAMB 30rr795-2204 L�41 �1 .. . ,. . 305-75648972 Fax ®1988-2014 AGORD CORPORATIOW All fthte reserved. ACORD 2b(20141p1) The ACORD norm and logo are mgssWOd of ACORD r 00800 Local -Business Tax Receipt Miami—Dade County, State-of Florida —THIS IS NOT A BILL—DO NOT PAY 5868253 LBT I BUSINESS NAME%LOCATION RECEIPT NO. EXPIRES 16 DOORMAN INC FIENEWA6120422 SEPTEMBER 30, 2017 ES MI M AVE 6720422 Must be displayed at place of business WEST MIAMI R 33T55 Pursuant to County Code Chapter BA—Art 9&10 OWNER SEC.TYPE OF BUSINESS MR DOOR MAN INC 220 TANGIBLE PERSONAL PROP DLR PAYMENT RECEIVED BY TAX COLLECTOR Employee(s) 2 $45.00 07/19/2016 CHECK21-16-095415 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt Is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. _ The RECEIPT NO.above must be displayed on all commercial vehicles—Miami—Dade Code Sec Ifa-276. For more Information,visit war vow miamidade gov/toxcollecm - J 009696. Local Business Tax R Miami-Dade County, State of Florida Receipt —THIS IS NOT A BILL—DO NOT PAY 6556642 w- BUSINESS NAME/LOCATION � I ' MR DOOR MAN INC RECEIPT-NO. EXPIRES 1601 sw 67 AVE "ENEWA' 82722724141 6$ SEPTEMBER 30, 2017 r WEST MIAMI A.33155 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS MR DOOR MAN INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVER Worker(s) 948SO0347 BY TAX COLLECTOR $45.00 07/19/2016 CHECK21-16-095415 } This Local Business Tex Receipt only cordinus Payment of the Local Business Tax.The Receipt is not a license; permit or a ce►tificatioa of the holder s.qualifications,to do business.Holder must comply with arty govermumnal- or nongovernmental regulatory laws and requirements which apply to the businem The RECEIPT NO.above most be displayed on all commercial vehicles—Mismi—pada Code Sec 6a-276. For more information,visit v�w"lamidads anj&bxc Ilecmr JEFF ATWATER CHIEF FINANCU>L OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "CERTIFICATE OF ELECTION TO ISE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 4117/2016 EXPIRATION DATE: 4/17/2018 PERSON: ALFARAS ALEX SR FEIN: 592481223 BUSINESS NAME AND ADDRESS: MR DOOR MAN INC 1601 SW 67 AVE MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.00(14),F.S.,an officer of a oorporation who eteota exemption From this r+tapler by filing a certmeate of election under this section may not recover benefits or compensation under thle ohepter.Pursuant to Chapter 44(l.05(12),F.S„Certificates of eleaon to be exempt...apply only Within the scope of the business or trade listed on the notice of elsoflon to be exempt Pursuant to Chapter 440.06(13),F.S.,Notices of election to be exempt and OWICWeS of e180011 to be exon shall be Su*ct to revocation if,at any time after the filing of the nodes or the issuance of the certificate. the person named on the notice or certificate no longer meets the requirements of this seolion for issuance of a centficote.The department shall revoke a DFS-F2-DWC-252 CER11FICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 TO 39bd DNI NVwNoOQ dw OE95Z9Z50E WV95:OT LIOZ/Z0/Z0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 0 0 . . . . . . . . POLl � .. . . . .. ... .. . ... . . . . .. . .. . . . . . ... .. W e� e y 319 i c f ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Single Ply Roofing Material: TPO Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description EverGuard®TPO Various ASTM D6878 Thermoplastic olefin reinforced TAS 131 single-ply membrane. EverGuard Extreme®TPO Various ASTM D6878 Thermoplastic olefin reinforced TAS 131 single-ply membrane designed for advanced protection against heat aging and UV degradation. EverGuard®TPO FB Ultra Various ASTM D 6878 Thermoplastic olefin reinforced, TAS 131 fleece back single-ply membrane EverGuard Extreme®TPO FB various ASTM D6878 Thermoplastic olefin reinforced flees Ultra CTAS 131 back single-ply mamtraae designed * .... for advanced protection ggainst heat• • aging and UV degLda'I &. . GAFGLAS®#80 Ultima Base 39.37" ASTM D4601 Smooth asphaltic bMp;base/pIX• Sheet (1 meter)wide sheet reinforced with fiberglass juaL • Ruberoid®20 Smooth 39.37' ASTM D6163 SBS polymer-modj fW.gsphalt ba'e •••• (1 meter)wide or ply_sheet reinforceQ jAith a . .. fiberglass mat. •• .. Ruberoid®Mop Smooth 1.5 39.37' ASTM D6164 Smooth surfaced mop applied Sjj$.• (1 meter)wide base or ply sheet reinforced with a polyester mat. GAFGLAS®Stratevente 39.37' ASTM D4897 Smooth surfaced asphaltic nailable Nailable Venting Base Sheet (1 meter)wide venting base sheet reinfor d with fiberglass mat.Bottom sides aced with granules. LRF Adhesive M 1:1 applicator Proprietary Two-part VOC free polyurethane foam adhesive. LRF Adhesive O 1:1 applicator Proprietary Two-part VOC free polyurethane foam adhesive. GAF 2-Part Roofing Adhesive 1:1 applicator Proprietary A two-part VOC free polyurethane foam adhesive NOA No.: 15-0729.18 htuuHi•naoe couwrir Expiration Date: 09/22/20 i APPROVED I Approval Date: 09/10/15 Page 2 of 27 32 NE 93rd St- Google Maps Pae 1 of 1 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Google Maps 32 NE 93rd St ... ... . . . . . . . . . . z r yyyL r A , ; Image capture:Apr 2015 ©2017 Google Miami Shores,Florida Street View-Apr 2015 ., m NE 94th 4t cl r tdS' https://www.google.com/maps/place/30+ne+93+st+miami+shores/@25.860448,-80.1966336,3a,29.9y,191.07h,83.53t/data=!3m... 1/17/2017 Flc,giida Building Code Online Page 1 of 3 I { SCIS Home i log In i User Registration t Nat TOPICS Submit Surcharge ? Stats&FaM I Publications FBC Staff { BCIS Site Map I Links Search Product Approval i USER:Public User i I Product Approval Menu>Product or A polication Search>Aoolkatbn List>Application Detail FL# FL10537-R2 Application Type Revision ` Code Version 2014 Application Status Approved Comments r s Archived ' a x Product Manufacturer Therrna-Tru Corporation ++•+ Address/Phone/Email 118 Industrial Drive • • Edgerton,OH 43517 • + *00* •••••• (419)298-1740 •••• i +• • • • • • • rickw@rwbidgrnnsultantS.com •••+•• • •• •+•••• Authorized Signature •••••• Rick Wright ++•• •••• • • rickw@rwbidgconsultants.com • • • • ••••• Technical Representative + • Address/Phone/Email •• •• +• +•+•:• Quality Assurance Representative •••••• Address/Phone/Email + • + •••••• Category Exterior Doors $ Subcategory Swinging Exterior Door Assemblies t Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. �= the Evaluation Report Florida License PE-43409 Quality Assurance Entity ty National Accreditation and Management Institute f Quality Assurance Contract Expiration Date 12/31/2018 x Validated By Ryan J.King,P.E. a� Validation Checklist-Hardcopy Received �TY Certificate of Independence FL10537 R2 COI CERTIFICATE 0E*NENDEN F nrif x Referenced Standard and Year(of Standard) tan ar d Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards �h E Certified By Florida Licensed Professional Engineer or Architect FL10537 R2 Eauiv OF STANDARDS.yd https://floridabuilding.org/pr/pr app dtl.aSpX?DaraM--WGEVXOwtT)ntfYRT?0/.?fN i7TtiRTT ,n ��n1 7 Flo4da Building Code Online Page 2 of 3 Sections from the Code F Product Approval Method PP Method i Option D Date Submitted 01/28/2015 ' Date Validated 02/02/2015 Date Pending FBC Approval 02/04/2015 Date Approved 04/15/2015 x v s... s 10537.1 a."FiberCiassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door-(X)Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 105�� g .DW Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports •••• Other:See INST 10537.1 for Design Pressure Ratings by FL10537 R2 AE Eval 105371 odf + •+•••• •••+•• specific Model and for any other additional use limitations Created by Independent Thirst F0::es so + • and Installation Instructions. • • + •• �P ' �-'p � � r ,4 8' b� 4rn.��"xt''` '�,: �'�x +., 1C""'�, :! sib sac'�y +++•++• '�,v%a,�x F"`"s T4s ,� � n� .�,. r y, xr . E, '� rry �, ; fir! 5�33,,: '3.a r u�� -� •+++• .. ded4H `fs � ° x 434 : fi� •++++• co : � � � r hK ������� _ • • <l- � i �.-, � v �s� t�r�,��:�f3� ��:a�, 3 z�,f/' �� r.^d y -� y to'=4'+:�.rke�'cTM't�q�'�a�n�'���.?,��6 3 iy� • • - ¢ s„•. �.,, a..::v cast. �" y,. r,>.,� N� .t :;...�. > Rt�`3: �r ""'`rte, i' Z-s,.��'tr �7�3'„!ifi,�" f� . Mk 10537.3 c."FlberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites- ��f� "ClassicCraft"or"ClassicCraft (OXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 R2 II Inst 10537 3 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes �•���9 Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10537.3 for Design Pressure Ratings by FLSQ537 R2 Ae Evai :0537 pd and install fic tion nstruct ons.for any ti(Note-ASTM E1300-8 utilized zed er additional use limitations Created by Independent Third Party:Yes for areas inside the HVHZ) (y F 74Fj, YNwi'� A�'.S:.v4 1 �", '�1 <t` tSa: ^� 10537.5 e."FiberCiassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites j. "ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIQ537 R2 II Inst 10537.S.Dd Af pproved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.5 for Design Pressure Ratings by FL10537 R2 AE Evai 10537.5 odf sem: specific Model and for any other additional use limitations Created by Independent Third Party:Yes https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I6BH... 1/13/2017 Flo-da Building Code Online Page 3 of 3 f and installation instructions.(Note-ASTM E1300-98 utilized for areas Inside the HVHZ) Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy StatementA�5lbility States nt::Refer d Statement Under Florida law,email addresses are public records.If your do not want your e-mail address released in response to a publk-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 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: • • 0000 ••••0• • • • • 0000•• • •• 0000•• 0000•• • • 0000•• 0000 •00• • • • • • • • ••00 0000• • • 000•0•00• ••• • 0000• •0 •• an ••000• • 0••••• • • 0000•• so so https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I6BH... 1/1'3/7017 NERMAITRU THERE+ A TRU DOORS 1 18 INDUSTRIAL DR., E10111CRTON, CH 43514 � • • ••• • ••• 37.73°AMU4OVFRALLfix SMOOTH STAR FIBER CLASSIC 000 . . . . .. FRAMEW�tH -.� .� • • ••• • • • •• • • •• 3593°FAAX. al CLASSIC CRAFT& CLASSIC CRAFT RUSTIC. ... ... . --PAMVANH FIBERGLASS POOR ,J INSWING/OUTSWING .. . . •. ... •• 4 IMPACT a ... .. GENERAL NATES • • • • • •• • • � •• • • • • • ••• •• 1. This product has been evaluated and Is In comp11011ce with the 5th Edition(2114(P4ddda Budding Code(FBC) sftvcttird requirements induaing the Wo vewly Hurricane Zorw(HVHZ). 2. Product anchors shad be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wap dressing or stucco. Z gi 3. When used In the lmr this product complies with Section 1626 of the I l ortcla Building Code and does not 0 g X ® } rewire an Impact resistant covering. r� .s 4. when used in areas outside of the°FfVtiZ"requhing wind home debris protection this product compiles with a Section 1609.1.2 of the FBC and does not require an Impact resistant covering,This product meets mWq as level°D°cod Includes Whrid ic»te 4 as deflned in ASTM E1996 and Section 16r19,122 at the FBC. a 5. For 2x stud framing construction,anchoHng of these units Stoll be the same as that shown for 2x buck r masonry coruhuctk)m 6. Site conditions that deviate from the details at this drawing require furtherengineering analysis by a pcensed .r engineer or registered architect. A Ouiswng confIguraHOrd using coastal sill item#4 meet water lnfittraHon requirements forWHr. �, Q 8. t W*V conHgtratians and auts%ft conflguraHaru uft threshold Rem#5 do not meet the water infiltration INSWING 37.75"x@2 25' +75.0 -75.0 requirements far the liVW and stmd be Mailed only in non-hobHable areas or of habitable locations SMOOTH 1£� protected by an overhang or conopy such that the angle between the edge of canopy as overhang to sM is STAR less than 45 degrees. OUTSWM G 37.78"x 00.7r +80,0 -80.0 TAKEOF C SifEFf# DFSC1ttFitOAI CLASSIC iaiSWINf3 37.75"x82.28" +100.0 -1 W.0 i cd Zara design wesso & CRAFT OUTSWW* 37.78"x 80.78" +100.0 -100.0 2 th star 3 oaor data C? CLASSIC It�MNC 37.75"x82.25" +90.0 -90.0 4 Door detaft C CRAFT nare 2 2a o9 € de RUSTIC OUTSWFNG 37.78"x 80.78" +90.0 ,40.0 WNM M.T 5. 6 §§ 6 Ho «osiSecHorK sr: AL rte. m T v cxorssea. 8 &cicandfram buck tiaraFIBER INSWING 37.75°x 82.28" +75.0 -75.0 eft or. LFS s !• Frarrre I t k on LA$SI _ �. a ie of 6 eats CtASSiC OUTSWING 37.7rxeo.7V +80.0 -80.0 Ft—io5s7.1 $ sir Or 7 44 41 • • ••• �1 • • 43 4b 47 EXTERIOR • • �l7 • • • 2 INTERIOR ••• • • ••• • 42a 46 1 HORIZONTAL CRPN a WEOQ • 47 ••• • • • • •• • 00 0 Deal 0 —� EXTERIOR INTERIORPi o + &I L DETAIL A-A 4Y T P LOC >> m RP S Ih Star 41 '� NOTE WOOD/LVL COMPONBJTS:FlNE(SG>m 0.42 o N 00000000 us 0000000 4 z 8 _ S 0000000 11� 47 to ur 00000000 �R 0000000 00000000 1 0000000 �1 �1 00000000. 0000000 N. 0 0000000 00000000 `N ^N 0000000 28.86%OPEN N-lu 00000 o 0 00 o AREA MAX HHl6E eO�p 00000 O D 0000000 2 VERITCAL CROSS SEC110N DATE 21211" = 00000000 0000000 2g 00000000 SCALE N.T.S. 3 .ares.BY.. AL m DRTAILA•A ew-BY.. LFS ; Pm w mworcement oxA u No.: FL-10537.1 e & sm 3-OF .. .. . . . .. .. . 56 EXTERIOR• • • • e • 1G 2 INTERIOR ••• • e 56 ••• • ` $ 3 52 0 H01HOWAL CROU=NQN • •• ••• •• 56 \es 0 a 3 • • • • Z • • • • • e • • • •• • • • • • ••• •• 51 Hfe 4W 57 0 "� O 0.32' N I yJ TYP.4 n 13 CORNERS rid ci OF PANEL � 0 EXTERIOR INTERIOR a h . ror [ [ s DETAIL A-A R PE` o 30 Classic Croft NOTE WOODAW COMPONENIS:OAK CAP,PINE CORE(SG>-0.42) 57 N 00000000 Vl 0000000 1 B O 00000000 �f' c N 0000000 00000000 51 Gf tv 0000000 000000000000000 (Du -T ww 00000000 O (),34° - 0000000a 00000000 0000000 00000000 0000000 28.t36°diOPEN 0000,0 0 o 0 AREA MAX. E N 00000 $S N^Z tl 0.00 00 2 VERTICAL CROSS SECTTON 00000000 omR 2124109 0000000 3 sw.c N.T.S. 9 F 00000000 M In. AL m DEUILA-A WK.oy` LFS °RAS ; Panel reinforcement O N0'` m FL-10537.1 0 sNtfr 3 oP1j •• •• • • • •• •• • 35 36 EXTERIOR • 3�i • •3� • 33 q• 11' eg i3•s INTERIOR ••• • • ••• • � h � ��$� 4 �ar 1 HOR�zoRlTal cRv.44ECb0�l . .. ... .. 4 • • • • • • • • • : • ••• • • • • •• • p • • • • • • • • • 31 114 •• • • • • • ••• •• oW pTYP.4 I I 13 OF PANES EXTERIOR INTERIOR T �l � BOTTOM RAtt L DETAIL J M, IN A-A (Fy DOOR ANE Class c C f t Ru 31 NOTE WOOD/LVL COMPONEiJf3:OAK CAP,PWE CORE ISG>=D.Mt) .� N 000000 Z 00000000 000000 000000 0000000 �4'W� �O 0000000 ~ 000000 0000000 p 000000 - Q `� » 4 0000000 000000 0000000 000000 0 0 0 0 0 0 28.1 %OPg 1 2�_VERflCAL CROSS SECTION ^N o 0 0000 AREA MAX. w 0 LOCK 3 HINGE SillE Z 3 0000 o a� 2 24 09 000000 stns N.T.S. 9 2 0000000 U&M aye AL m DETAIL A-A C•sr. LFS rc Ponel reinforcement oMW2M N--- FL—105,37.1 °o wur-OF 10 .. .. . . . .. .. . . �`Or' ••• 66 EXTERIOR d7 = • • •' • • iii�' ```��`� 5 INTERIOR• ... •.• : 66 . . : 66 62 q 1 HORIZONTAL CROSSSECTION 0 .. ••. •• �. a 5 • • • • • • • • • 67 •• • • • • • ••• of e �4.10°� 61 5 � �1.53° 1[11f11L�—°L a EXTERIOR INTERIOR RIP I iOP L M SDETAIL A-A � OCK LE P EL � Rb�Classlc NOTE:WOODUL COMPONIM:PINE ISG>e 0.441 bl � N 00000000 0 0000000 Z 00000000 �o N 0000000 67 00000000N 0000000 00000000 0000000 00000000 vt fd�l� 0000000 bb a c 000000000 �� 65 'n C4 : 00000000 1`�Y�1� 0000000 '2$486%Z - 0 0 0 0 o 0000 AREA MAX. OE LE aO�OM RA1L ^N m 00000 N.-Z u 0 0 0 0 0 0 0 2 VERTICAL CROSS SECTION are 2/24/09 z 00000000 0000000 5 sone N.T.S. 9 00000000 oaro.en AL m' DEWLA•A CM Or: LFS � Panel reinforcement CPAWM NO-- • FL-10537.1 °o sx�r 5 or 1 Q, .. .. . . . .. .. . . . 1 2 • • • •.• • • • C n �� A6 • '• '•.% ± All 9 Is 19 INTERIOR 10 6 ° EXTERIOR 40 30 ° x IS 60 50 pN 1-1/4°Mrl L oN E 4 EMB.Ilrr.) �m 0 $ 3 6 4 5 3 EC HORIZONTAL CROSS SDON pI o ' ' 4 5 6 Shown w/IX sub-buck $ a e o ° L 0.15° 0.15° L e` y C'SINK MINK v a 8 9 y $ z o m INTERIOR ° e° ° 10 L INTERIOR 10 ° ' z 47 1 1 loll I i e ° o � 0 12 12 30 40 EXTERIOR EXTERIOR z L � 11 14 16 ° aniE 2/2N4 09 1-1/4°MIN. 50 60 60 50 scmL- N.T.S.z gi $ E amx er: AL m HORIZONTAL CROSS SECTION i-U4°MIN. C.BY. LFS r21 HORIZONTAL CROSS SECTION 6 SiswUi9pprshgtln-fnswfig 6 Outswingshown Inswing EMB.JiYP.) °RS O FL-0537.1 c also approved & sir 6 of 10 • • ••• • • • ••• .a - ° B • • . • • • • •• • i • INTERIOR EXTERIOfi'i�•'• •• ��� � • • • • •i i ���II I�f,t�Y A C 30 40 10 SO F 5 60 �° E o C • •• •• #^ \ ,� a it • v a Y^ 40 30 • i i i• •• •• 'la 60 50 10 g o 60 50 i • i i 8 • ••• D ° b > EXTERIOR INTERIOR EXTERIOR INTERIOR ° ° ° ° °b ON O U 1 VERTICAL CROSS SECTION " 7 outswk�g shown•inswing C�1 S oRvmCwA/1 X w�SECTION ��VERTICAL CRpO�S�Sry SECTION also approved T se ggaa ral�noflf�,street 1 for°HVH2"wafer tntdiraHon requirements I EXTERIOR INTERIOR EXTERIOR INTERIOR 30 40 30 40 INTERIOR EXTERIOR N 6 50 60 50 60 W o y3 T q 30 40 a T 10 50 60 2 2124109 i ° scv.F: N.T.S. 9 4 VERTICAL CROSS SECTION 8 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION °"`°'�` AL m 7 inswing conflguraHon 7 Inswing conflgwatlon cm.BY. LFS 3 see general notes.sheet 1 see ramal notes.street 1 7 Outsving contkwraHon °, for liWW water hAtraHon see ggenercd nofes sheet l ORAFL NO.: If 1iZ°waterW8fra8on for"IiVFf2"wateriniptration °' requirements requtements requirernenfs FL—f 0OF c° �i SHEET�OF � . ... % ... i . \\A%•• . ... . \Q.. '+;Qb'; b 11.5'MAX. i 4° O.C.PP.) ..L �L•• ••• •Its� •� ••� � �6"�� iiw�•'•.•,• +•��,•• �``" •T • • A • • � T �ffffl If�� � $"pj Er �•• .� ••• • I \y { TYP. D TYP. D " TYP.HEAD& N , ° MASONRY MASONRY • • • • •• ••MASONRY JAMBS \`\ n OPENING OPENING i•e i i •iQ'i •• OPENING I `' P ••• •• ••• FRAME BUCK 2X BUCK 2X � ° p 2X BUCK !2(di ' �O ot �a mm a BUCKANCHORING BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB OP<-80 psi 80<DP<=100 pH Mosonry 2X buck construction a 0 N N P,o 0 CONCRETE ANCHOR NO N I.Concrete anchor locations at the comers may be adjusted to maintain the rein. rr edge distance to mortar Joints. 11 9 r- 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to L L maintain the min.edge distance to mortar joints,additional concrete anchors 15 may be required to ensure the MAX.ON CENTER"dimension are not exceeded. A a 12 3 Concrete anchor table 16 12 " e4i1VTYCPHF OR..A`N7CFIHEdR EMM8M15C1IA'ti:1�F1CMtNi CRtORGgRItA';.IYCTQ:AAN¢C�{AH6CERI:i;tT." L L 14MAC / kMIN CARANCE: PC , 12 12 N-2 o TAPCON® 1 41-114" 4" 4" 2124109 scup: N.T.S. 9 PLCO 114" 1-1/4 1" 4" HINGE DETAIL LATCH&DEADBOLTDETAn mro BY., AL m ULTRACON® WOOD SCREW INSTALLATION NOTES: 0%rn: LFS 1.Maintain a minimum 5/8"edge distance,i"end distance.&1"o.c.spacing of anwnve Na a wood spews to prevent the spUHing of wood. FL-10537.1 c & SW 8 or 10 . . ... . . . ... • • • .•• • • • J�C•.•,,••••Ty �. n to 4. • • • • • s • p ••••• &JAMBS 0.0 •• : . : : : r.. ' un1 MASOOPENINNRY N � ails Rs •• V.0. •• ••• •• ` a 4 15 FRAME i 4 17 lq mo 1X BUCK r =U LATCH a DeaDeouatlraa U m �2 0 a FdNGE JAMS FRAAAE ANCHORfNG STRIKE JAMB n Masonry 1 X buck construction $ z N V) CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. H edge distance to mortar joints. 2-Concrete anchor Dations noted as'MAX ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors 12 " 12 DIN _zz may be required to ensure the MAX.ON CENTER"dimension are not exceeded. . N p 3 Concrete anchor table: H N N gl11 /!q�{::ANNr1R, MIHt ti1tNxiR�klRfVE2z MtN'GLEARANC4 6a a TO MASONRY TQ ADJACENT Typfi 41IE EMEEDAWNT 12 12 N^z ANGHbR ITW2 24 09 1°z TAPCON® 1/4" 1.1/4" 2" 4" HInGBDETAR smz N.T.S. 9 mos.sr AL m TAPCON ® 3/16° 1-1/4° 3° 1.1/2° M. BY: LFS ; D TAUATI NN TES: DPAWM 140., d 1.Maintain a minimum 5/8"edge distance,1"end distance,a 11o.c.spacing of FL-10537.1 u wood screws to prevent the spNHbV of wood. seer 9 or 10 ro & — 8111 OF MAIERNA • • • • • • • • s ������ REM DESCI mom MATERNAL ITEM MATERIAL '�•�,�.•,••••••••• ••.Q.���� A 1X BUCK SG Z 0.55 WOOD 30 C#ASSIC @RAFRUSTIC DOOR-SEE 80®RPANEL DETAIL SHEET FOR DETAILS • ' B 2X BUCK SG 2 0.55 WOOD 31 1 DOOR SKIN 0.095°THK. CC RUSTIC =6,000 PSI MIN. FIBERGLASS C MAX.1/4°SHIM SPACE - *4H LASSIC CRAFT RUSTIC yy0pp { �'a D is A 1/4 X 2-3/4"ELCO OR TTW CONCRETE SCREW STEEL GE STILL CLANG CRAFT Dl1STl •• WOODAVL Sys,• • �Cf,. G 30i MASONRY OR HOLLOW BLOCK 3/16"X 3-114ffW CONCRETE CONFORMING TOO ASTM C90NG CONCRETE ACI COCREW Q 34 MFORCEMSW 81023°THK CAASSI6 CRAFT RUSTIC C STEEL ,OMP. ,� ,�••• ` E POLYURETHANE ���/� 11`t , H 1/4°X 3-1/4°TTW CONCRETE SCREW STEEL TAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS `b J 1/4"X 33/4°TW CONCRETE SCREW STEEL 0.065"THK SMOOTH STAR =6,000 PSI MIN. FIBERGLASS L #10 X 2-1/7 PFH WOOD SCREW STEEL 42 TOP RAIL M TH AR COMP. 1 INSWING ADJUSTABLE THRESHOLD AJ AL WO43 LQa STILI ISAAOO w • • �` I 2 INSWING TH HOLD(L430UHP5) ALUM./COMP. 44 HIN • WWO DVL g z 3 INSWING SELF ADJl1ST THERMAL BREAK THRESHOLD ISP30M) ALUM./COMP. 45 BOTTOM WAVMRM Si • w COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 POO R STAR STEEL a 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095°THK CLASSIC C =6,000 PSI MIN. FIBERGLASS 8 JAMB PINE SG>=0.42 SMOOTH STAR,TIBER CLASSIC WOOD 52 TOP RAIL CLASSIC CRAFT COMP. 9 JAMB OAK SG>=0.67(CLASSIC CRAFT&CC RUSTIC) WOOD 53 LOCK STILE IcLAssic CRAFT) WOODAVL ' o 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC CRA WOOD/LVL I 1 HINGE STEEL 55 BOTTOM RAIL CLASSIC C COMP, o 12 #10 X 3/4"PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC C STEEL 13 #9 XT PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 0° s 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS " 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065"THK. FIBER CLASSIC =6,000 PSI MIN. FIBERGLASS 16 #8 X 2-1/7'PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. 17 #8 X 3/4"PFH SCREW m � STEEL 63 LOCK STILE(FIBER CLASSIC) WOOD/LVL 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 64 1 HINGE STILE FIBER CLASSIC WOOD 19 KWIKSET DEADBOLT-SIGNATURE SERIES 980 STEEL 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANS RL7NFORCEMENT 0.023"THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE N 5.72° 5.85 0 5.87° emmow z oLD 1 ln�n9 a Insw g JustaBle 3 ON 4 iH TFFN^a 7—r— 5.83 9 self Oxus coosfd ..a m 5.75' 4.56" N^Z � . I ate: 2 24 09 °z R i'r, ,p;`.y ►� scumN.T.S. 9 T cox.By, LFS 3 5 i 8E L OLD 6 l O y 8 HFAD d SIDE o NO, m 9 stwdani Jamb FL-10537.1 a max p mting-+/-50,0 psf a s 10 or 10 0 R R W Building Consultants, Inc. Br Cmwhirrg and Engineer%Servs for the Building Inclttstry C P.O.BOX 230 Vafrico,FL,33395 Phone 813.659.9197 fWI&9-4 OfPrOftsiOW MWAem CedfftMe of AU%Mizatioa No.9813 Pfoduct Sub Cly iManufaetwer Product"flame Thwmgk-Tfu COMMMOR Smooth sw,I faw eftsSLC,c ASIC Creft Do" fbrDow lie Industim Orke and Classic C>I Rustic MwaMm floor Edgertm OH 435#7 UwwkQKhftwhV Phorta� 4745 SOPW This is a PfOdW EvSkudion fepO t issued by R W BuRfflng Oonsrorris,InC.and Lyndon 1=,Sdnxk RE(System to 9998)for'fbwfla-Tru Corporation based of Rhe Chapter No.61G20-3,MO) d 1D of ft ate of FWft Product Approves,Departmwit of Business S Projessbsm Regula m RiN'StMOV Consultants and Lyndon E.Sit,RE.do M have nor wiu acquire*WCIW irferest in ft company MAt&cft9 Q or dl0ibtAng Me produd or in any Other erdRy moved in the approval process of ft prodad rued hexa. . ' pfd fps been evatuftel and is in compfianca with the SM EMM(21}14)RoMa Code(FC)*ucbmW ' Up Trane ZoW 0Zy. . 2. ftqVm' limed and spaced as sWwn on deftft And ensue to base malarial shelf be beyond dressing •r••••efs . • • ....g. p€odud ioonoes wast Secdo t 1626 of ties Aida SwIding Cade and does not ire an=pad 09660 i ••••• "�Z" g anrirad tie de 7s pri?tedw#ft preset conViies vAth SeCdw 1 9.2 of the rut teVOI 7W and sus Zorae 4 as dell sa•.�•• E1 �aa�" •• �P 2xst • vn.araazhCtag of these urs std be same as l shown for 2x fegisterA•••�:S� •deme the deter of PL-If 37.! �farmer enginewing analysis by a dressed or • arced.••�••. r••• • Q0 ladff " I Sig #4#rhe w r • egtairenas for WL7- twAycomburaboas Aa P&vAv conowaeons using thres3old Item#15 do atot raw dee water halon aegrz teats for tits ***see W AMbe In nc '41abdatale areas of at habitMe focalionsC1 awe tl�e edge of canter or aactg to Is IesB' 45 degrees. �oWdeby�1 oVerltar�or such fleet flee 9. See drawer EL40537.1 for size and din pressure ns. Dom. 1. Toot Raw no, r4wt TOOOM akmdby TA 0146033S.ABC ,ASTM OM-M,ASTM 131929-98 Tesfing Evaluation Lab.,hr- L ntdw p.SdVgW p.E. ASTM 02843-99 STTSOOOGI ASTM G26.95 Sub Tropics Testing Lon Miers,VP Opwadors ISW-107-AM ASTM E84-00a Omega PoWd Laboratories ltd E.FIM,Re. ATI 67 .€i1-IMta ASTM D1929-96 " Atd*ectural Tesfing;Inc. Joseph A.Reed,P.E. TEL06-1031-1 TAS 211-94,TAS 201-94.TAS 203-94 Testing Evaluation Labjnc. Wei W,Haney,P.E. 2 .fes• ftemd btr "8^sealett ttv No.fL 0637.1 RW Bead'Consuftards,Inc.(CA#9893) Lyndon .Ste,RE, & Rt& s � y Ainc ng Consultan#s,It:c.(CA#9813) ������� � � � Lyndon F.5�P.E- 4, QMft AMU v � ' � 08"*e OtP" " on Issued by Nadonal Accreditation and �� 1 nA "Y' .oer�fying 11181 Thenna-Tru Corporation is r s 4a 4 np MWAdack4ft Products wa a qty assurance program ttw convoes zm wit fSOnEC 17020 and Gulde 53. yqy �'c5+ A " 3as s^A3piN'E of LyndooyF.schrma P.R.�py,��-� FL t�^ypWyyl09 StMt 1 Of A i 0 Flonda Building Code Online Page 1 of 3 N, e �h A 1MEMO; 10CI5 Home I Log I i I User Registration j Hot Topics 1 Submit Surcharge Stats&Facts ' Pubiicatbre FBC staff 4 SCIS site MBD I unks I search Product Approval USER:Public User i product Aooroval Manu>Product or Application.Sea >Aoolicatlon List>Application Detail � a FL# FL4940-117 ` Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission if necessary. a Comments ss Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road 0000 West Chicago,IL 60185 • • • • • 9999 9999 • (800)663-3667 • sschreiber@masonite.com 0 9•• 0 :0. • • 909.09 • •• •9000• Authorized Signature Steve Schreiber 669069 • • • sschreiber@masonite.com 0 0 0 0 0 0.0 • • • • • 9999 99••• 00•90 Technical Representative 0 0 0 0 0• .•• • ••••• Address/Phone/Email 0.0 0 0: .•. •••••• •••••• • 0 Quality Assurance Representative a 0 0 • • 9•••:0 •0.00• Address/Phone/Email • • • • • • • • 0••99• Category Exterior Doors • • bra, Subcategory Swinging Exterior Door Assemblies K-. Compliance Method Certification Mark or Usting r Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By r; >.a.• T. Product Approval Method Method 1 Option A Date Submitted 06/01/2015 w •;. Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 httns://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBfg3cf... 1/13/2017 r � . Florida Building Code Online Page 2 of 3 Km M1,1121— ,.. W'r 4940.1 Metal-edge Steel Side-Hinged Door 6-8"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4940 R7 C CAC NI006115 01 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4940 R7 1I FL0132 Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,do not exceed the design pressures listed.3'-0"x Evaluation Reports 6-8"max nominal size.Max DP=+/-76.0.When large FL4940 R7 AE 5045,01' missile Impact resistance is required,hurricane protective Created by Independent Third Party:Yes system is NOT required.See Installation drawing DWG-MA- FL0132-05 for additional information. i' denN x N v :� buy n L4 �5. r r rd x r u „yW q f ofOWN', 3 sat b +q$q + tdA � ,�.. *-�. 'x3 3 CN •fir ��W �. �ryT'la '. Y�, Jr 2- it Y��2 � '4v a'� 1 •••i•• A1�`+ w,fiji .'k `�" `r qr ,* '. •• s r4 r 'w, �ro • �r Fix FI � + X ••••i• d✓ xJ d'f t. • • ,�o+^ , r �l`L��t#��r.�,�',�. 13���TI2iS�`i[e�.�es�CkTi�EF��i• 4 �. �,r ae "r i .. r � .� z. t �, •••i•• : tl+a*a(i<l�:dfC1�€tilg Durr-47'�u; i ,Q 'it ro"': f i;#'i ' •,i i.Ru, • • •000• 4940.3 Metal-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Door 00w/0or wjo SidelitT• • •001 • • 0• •• 0 Units • • 0 • 00.0.0 Limits of Use Certificatlon Agency Certificate • • Approved for use In HVHZ:Yes FL4940 R7 C CAC N1006115=3 • i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date • •••••• Impact Resistant:Yes 12/31/2020 •••••• Design Pressure:+48.3/-48.3 Installation Instructions o ••i • ••••• Other:Evaluated for use in locations adhering to the FL4940 R7 II FL0133 Ddf •• • •••• ; • • Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Insiikute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,do not exceed the design pressures listed. 12'-0"x Evaluation Reports 8'-0"max nominal size.Max DP=+/-48.3.When large FL4940 R7 AE 5018 odf missile Impact resistance is required,hurricane protective Created by Independent Third Party:Yes system Is NOT required on opaque panels,but is required on glazed panels.See installation drawing DWG-MA-FL0133-05. a *Fr4i t� s ,a,.h �t� "� ��7 y i'i'i �d 9 �� �.• ���.��3�� '"�,.�Vr�f"�;.a a�2 �b t S�' 1YIe: 5t#5 s sI n ° utF y re u� ` F fs:r�u e�I�s� �44 4 k " tan s , a% "I ,rP� Pcf '" Fd$ M.91 � s a Wit^-.rum r e5WT. LiF 'r�d"-t� 19, reelria.# I3tk �� e s i�.res tm Y tiled hs rr[ e Flee�, Pa� -` k r -<: ,,I ,. Yo Seektaion QiTawlY,tf51I�CI,"�4 i .,,E Jqk' r k t ft.{ *S y... 'h r ca c aa> 4940.5 Metal-edge Steel Side-Hinged Door 8'-0"Glazed I/S and O/S Door Units Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4940 R7 C CAC NI006115 04 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+43.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4940 R7 II FL0135.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,do not exceed the design pressures listed.6'-0"x Evaluation Reports https://floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgtLTLgVRkEjBfa3cf... 1/13/2017 Florida Building Code Online Page 3 of 3 8'-0"max nominal size.Max DP=+43.0/-45.0.When FL4940 R7 AE 5018.odf large missile impact resistance Is required,hurricane Created by Independent Third Party:Yes protective system Is required.See installation drawing DWG- MA-FLO135-05 for additional information. M3 CE Contact Us::2601 Slair Stena Road Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 If they have one.The emalls 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 bje ,. Product Approval Accepts: d rias . . 0000 0000.. . . .. 0000.. 000000 e :9000: . . 000.. 0000 ease . . . e e •s.• 0000 0000. e . ..0..e ..0 a area• 0e as .. a.a.ee ,..ase a So . . . . .....e 0000.. . . 0000.. ee . e0s https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtLTLgV RkEjBfg3 cf... 1/13/2017 NOTICE OF PRODUCT CERTIFICATION ' s Company: Masonite International Corporation Certification No.: NI006115.01 ? 1955 Powis Road Certification Date: 07/29/2005 A; West Chicago,IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Metal-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203/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 listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes NCTL-210-1864-1,2,3,4 aximum Panel Size:3'0"x 6'8" Single MAnchor Detail-MA-FL0132-05 X O/S Opaque 310"x 6'8" +76/-76 8.25 psf Yes NCTL-210-1861-1,2,3,7,8,9 Maximum Single Anchor Detail�MA-FL0132 05 XX IIS Opaque 6'0"x 6'8" +55/-55 2.86 psf Yes NCTL-210-1905-1,2,3,4,5,6 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL013205 XX O/S Opaque 6'0"x 6'8" +55/-55 8.25 psf Yes NCTL-210-1905-1,2,3,4,5,6 Double Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0132-05 XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-1905-1,2,314,5,61 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0132-05 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-1905-1,2,3,4,5,6 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0132-05 OXO US Opaque Door 910"x 6'8" +55/-55 2.86 psf Door-Yes NCTL-210-1905-1,2,3,4,5,6 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:30"x 6'8" Anchor Detail-MA-FL0132-05 OXO O/S Opaque Door 910"x 6'8" +55/-55 8.25 psf Door-Yes NCTL-210-1905-I A3,4,5,6 Single w/Sidelites Glazed Sidelites ••• •• •• ••• Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0132-05 OXXO US Opaque Doors 12'4"x 6'8" •• •;5'�/-�S 26686 p6% Doors-Yes NCTL-210-1905-1,2,3,4,5,6 Double w/Sidelites Glazed Sidelites •• •e• •• • • • •• Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Detail-MA-FL0132-05 OXXO O/S Opaque Doors 12'4"x 6'8" +55/-55 8.25 psf Doors-Yes NCTL-210-1905-1,2,3,4,5,6 Double w/Sidelites Glazed Sidelites • • • • • ••• • Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" • • • • • • Anchor Detail-MA-FL0132-05 National Accreditation& Management Institut8,i[nc./S7911 Coor&jPV11silingtOnMemorial Highway/Hayes,V 3072 Tel: (8041 M-5124AVY (884)6845122 NAM A10THDRIZZU SIGMTURE: GO . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . to .. .. .. .. • • • • • 148"MAX.OVERALL FRAME WIDTH O i i •i• i i i 21 ►fix••• 36.375" MAX. 37.5" MAX. SIDE-HINGED METAL-EDGE STEEL DOOR UNIT D.Lt. PANEL WIDTH rFRAME WIDTH cot 6'-8°DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASMOAL I • • • •• • • U GENFRe� NOTES • • •• • • • • •• ® ® ® ® 3r 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO • • • • • • • • THE FLORIDA BUILDING CODE AND WHERE PRESSURE • ••• • 000 • Lo() REQUIREMENTS AS DETERMINED BY ASCE 7,MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 0)1.-- DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ro 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON •• • of • •• 000 • laJ OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. • aTHE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ••• i - 3. M L •• i• • ACCORDANCE WITH SECTION 2220 OF THE FBC. • • °•�o• • 0 0 000 ed 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL' TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740-F > 650-F } RATE OF BURNING ASTM D83S 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4X TENSILE STRENGTH• ASTM D638 7.5056 DIFF91 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC METHOD 1 noUSLE DOOR UNIT WISfOELITES a don I NOW AddandtenbgAMl Ooft Dw. Nso ui m 4 � ® ® 130 � H O ® ® ® ® ® ® ® ® ® ® ® ® UU N or," 0 0 6 LOOS ��N 00 00 0 0 JOD- I SINGLE DOOR LW DOUBLE DOORUNIT tNSLE OOO,jt UNR SINGLE DOOR UNR SINGLE DOOR UNIT W/SIDEL�'TES WITH SIDELtTE WITH SIDELITE - WH WA IN L PER FORMANCE 7 2g 05 DESIGN PRESSURE RATING REQUIRED 70 BE 1S% OF DESIGN / TABLE OF CONTENTS CONFIG WI INSWIN IN - 7 Su�E N.T.S. DESCRIPTION X 37.5 +78.0 - 6.0 +76.0 - 6.0 +1 .0 + gyp,Hy, SWS SHEET 55.0 XX 4 + . - .0 + . -S .0 +19.0 -1 + .0 atCAL ELEV ONS NOTES OX w XO + .0 -55.0 + 5. - .0 + 8.0 -1 . KURT BALiHAZOR c7a 0X0 112. + -55.0 + .0 - +1 -19.0 + FLORIDA P.E. ORIwtNG�'`AN ING LO S D LS XXO 14 + .0 - .0 + .0 - + .0 -19.0 + 156533 DWG-MA-FL0132-OB spy of 10 00 6' SEE DETAIL 3• • • •• •6 • • • ••• 3, .E• 3. —� 3.- 3" 3• 3Eli " to O • • . • . • •. 6• 6. OC7 g• g• .� • • g • • • • g• • • • • •03 0 .'� m Q _U 00 'o U SEE DETAIL ~ SEE DETAIL ••0 a ••• •• • _ - SEE DETAIL ui G H M H r A - O - a G - 75gy 6' 6 3. a II1r6" r 3" I Q 3'- 3, 3" 3.3• 3. Y� 6" 8' a 6' SEE DETAIL 6" 'F' o r3 a ASTRAGAL RETAINER BOLT HOLE 10 x 2" MUST BE DRILLED THROUGH o�0 0 18 x 2_1/2" #8 x 2-1/2" THE THRESHOLD & INTO THE pyo STRUCTURE DEEP ENOUGHa� #10 x 3/4" FOR A 1.375" THROW #8 x 2-1/2" 19 x 3/4" u�o°D 0 #10 x 3/4" #9 x 3/4" DETAIL F" A.T$ RAGAL N #10 x 2" DETAIL "E" ASTRAGAL [a(l/s•retia.Mass) Ln DETAIL I ATTACH ASTRAGAL RETAINER BOLT Moan W2 wA°�10N�SCO MWfrF %U STEEL OR IRM SPACER DET ISL=D" STRIKE PLATE TO FRAME /�'mm u m a Z AS SHOWN. {6 x I-I/2•aHs a�rE 7/25/Q5 1 "t sr�uE N.T.S. 0.962"t 1.375" r$a 1.� OW 632 ~ + CmM. f.. SWS TI(�pyyi �l�� T RM- INSWING THRESHOLD OUTSWING THRESHOLD TYPICA,L GLAZING DETAIAI$L MW-MA-FLO132-05 SHEET -2—ov • • • • • • • • • • 00 SEE DETAIL 3" 6" 3 6" for)-. - "E" SHF. 2 3" 3" •� • • 3"•"I •• 3" O 6• V � • I i • : i • TIT::B" 6" • • i • • • --6" 6"6. • • • • • • � U)c) .o � M • • • (sp • • • • t� �i •• :0: RSER DlTAI! • N • • i"D:SIV Z ML 01 SEE DETAIL w "C` SHT. 2io w B $ g 16 H a G — a 6` 6" — io I 3" 3" 3` 3.6 6" 3" �3" A SEE DETAIL 6" 8" Adftftt2NM `F` SHT. 2 g- CeraPlp:. qtr, w O>U9 1.25" a w MIN "�. —0.25" o F MAX 1. KWIKSET SERIES 400 GRADE 3 CYUNDRICAL LATCH AND c a rn ATTACHMENT DETAIL SHIM SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED rn o 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, cL—TV AT 5-1/2" CENTERLINE. 0 wSIGNED AND SEALED BY LUIS R. LOMAS, PE 2. 4" X 4" FULL MORTISE BUTT HINGES (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS TYPICAL MASONRY "am BEING CONSIDERED FOR USE. JAMB, HEAD, AND ANCHOR INSTALLATION w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE OON� Q #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR >', R t"x1/2" CORRUGATED �toxz" wood SCREW (2) �tox2-t 2" 3` OM EACH END 6" FROM EJCH END W0 D SCREWS LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1MN"� AND �° OC AND t2 Oc EACH END WOOD SCREW EDGE DISTANCE MIN 3/4". MAX f°°<z 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM ucc ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT CL -� �— CAULK ® nnTE 7/25/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE Ac c + ® ;rx N.T.S. MINIMUM EMBEDMENT OF 1-1/4". [I A _CL Mo.of. $WS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL WOOD BUCK I CHI BY: TRANSFER LOADS TO STRUCTURE. ANCHOR INSTALLATION COMBINATION COMBINATION COMPOSITE DROM NO-- 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 4"9/16" MIN JAMB MULUON (BOXED) MULLION (BOXED) MULLION (INTEGRAL) �mA-flot32-o9 SHEET_�L OF_j3_ Luis P. Lomas P.E. 233 w Main St Manufacturer. Masonite oanvflle,VA 24541 Report#: 504B 434-688-CWg Date: 05/21/2015 rllomasOlIrlomespe.com Product: Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA FLO170-07 DWG4VWFL0124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA FLO172-07 DWG-MA-FLO126-05 DWG-MA FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity In shear cono7don: Solid Members w/6 w/out gap: Fastener type:#10 wood screw (NDS 2012,-M12) Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fir-Larch Man member:Spruce-Pine-Fr Side member thickness: t,= L000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: Fm= 4,650 psi Main member dowel bearing strength: Fe,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: G,= 1.140 in Mode I„ Mode I. Mode II Mode III„ Mode III, Mode IV qm= 5092 Ibsen qs= 707 Ibsln A: 0.0008 A: 0.00120 A: 0.00134 A: 0.001689 P= 580.5 lbs P= 707 lbs 8: 1.07 0: 0.57 B: 0.5 8: 0.000 Ko=•2200 Ko= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6 Z„• •264 Ibs Z,' 321 lbs P= 265 lbs Ms= 46A in-lbs Mm= 46.8 in-lbs • • • 000 •• • .*0. 2.2 P= 246 lbs P= 263 lbs P= 235 lbs • • AN Wji value: •Z= • 107 lbs Z. 120 lbs Ko= 22 Ka= 2.2 Ko= 2.2 •:•••• Quration•Fitctor: Cp= : 1.6 Z. 112 lbs Z. 119 lbs Z= 107 lbs • • Allowable bestoWAw(ZCD): V. 171 lbs/anchor • *:@*** :•• ••ra•S1Etll•.r type:1/4"rrW Tapcon N.O.A.12-0816.06 •••• • ••• ••••SAstrate:Hollow block Minimum embedment: 1.25 in •••s•• •••• •6*odistance: 4.00 in Tabulated shear design value: Z= 202 lbs • • • • • 0900 •6a1Borstamce: 2.00 in Tabulated shear design value: Z= 161 lbs ••••: • Aciyoill"distance: 2.50 in Reduction factor. 0.85 •• •w ••• r`pang` • d 4.00 in Tabulated shear design value: Z= 202 lbs •••• • • • •• •• ••i • ••Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs • • *ctual%pacing: 3.00 in Reduction factor: 0.91 •••••• ••••ATWoble D-6 Value(Zf.): Z•'= 156 Ibs/..hor Minimum anchor capacity: 156 lbs/anchor Note:Anchors with the least capacity is used torcalculWons to quality anchors with higher capacity. A.rchor calculations,minimum rearuired anchors 36.38 Design pressure: 85.0 psf Area�( Max. Anchor Zone Load Qty (in) O.C. Cop. Load Result it 79.25 (ft) (IbS) (in) (lbs) Ob.) A, Al 2.3 195 WA WA 156 2 98 OK AZ 7.7 656 6.00 18.00 156 5 131 OK `��WlII.1 �tf1t��f �• � 40 ORV Luis R.Lomas P.E. FL No.:62514 1 of 2 5/28/2015 Luis P. Loins P.E. 233 wMain St Manufacturer: Masonite Danville,VA 24541 Report#: 504B 434-688.0609 Date: 05/21/2015 diomasOldomasue.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 5.00 13.45 MAX.O.C. 79.25 0000•• • • • • • • 0000•• ••0000 • • • • • • 6 • • • 0000•• 0•0000•• .•• •• •• 000• • •• ••�...• • • 0000• 0000 •• • G.00 • 0 • 0606 •••• •6000• • • • • 0000 • 0.0860 R ft: • 000000 •• •Ahch8r4ocatiois ingAl%ted in this document are the minimum required for the described product exposed 000000 •atOwpdesign pressure indicated herein. 6900 ,V .t AT. IIF ft I i JAN ` Luis R.Lomas P.E. FL No.:62514' • 2 of 2 5/28/2015 • a SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAR40Q CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 F. 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 31140-2396 Date Requested: 1/17/2017 12:52:50 PM Client: Alex Alfaras Mailing Address: Alex Alfaras Mr. Door Man Mr. Door Man 12216 sw 110 lane 1601 SW 67TH AVE Miami, FL 33186 MIAMI, FL 33186 Project Address: 30 NE 93 st Job Name: miami FL 33138 Project Information Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 FBC. Wind Speed 175 mph Risk Category 2 Design Pressures Building Classification Enclosed Trib.Area(ft 2) Zone 4 Zone 5 Exposure Category C 10 +40.1 -43.5 +40.1 -53.6 Roof Type Sloped Mean Roof Height 15.00 ft ZONE 4M d•10%OF LEAST HORIZONTAL DIMENSION ZZONE 5 `` HEIGHT-H-FOR SLOPED ROOF IS THE MEAN Elevation of Opening 15.00 ft ROOF HEIGHT Least Horizontal Dimension N/A H -1, 1 — - - - ;!11112111"1�WFI Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 0.85 W u Velocity Pressure Coefficient(Kz) 0.85 d d Topographical Factor(Kzt) 1.00 Valid Only with Engineer's Seal Velocity Pressure(Qh) 56.6 psf Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 ••• ••• • Notes: . ; ••; : . ." • Based on data provided by the client. Ultimate wird spbed•• ••• used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBGJW 0.6 • ••• • multiplication factor. :. • . . ©2017, Copyright AI-Farooq Corporation CAN (EB)#3538 • ••• SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 F. 305.262.6978 1 www.afceng.com I aifarooq@afceng.com Project Number: 31140-2396 Date Requested: 1/17/201712:52:50 PM Client: Alex Alfaras Mailing Address: Alex Alfaras Mr. Door Man Mr. Door Man 12216 sw 110 lane 1601 SW 67TH AVE Miami, FL 33186 MIAMI, FL 33186 Project Address: 30 NE 93 st Job Name: miami FL 33138 Wind Load Analysis for components and cladding with impact Project protection as per specification of ASCE 7-10&2014 FBC. Wind Speed 175 mph Risk Category 2 Design Wind Pressures Building Classification Enclosed Trib.Area(ft 2) Zone 4 Zone 5 Exposure Category C 10 +40.1 1 .43.5 +40.1 -53.6 Roof Type Sloped Mean Roof Height 15.00 ft ZONE 4F--1 d•10%OF LEAST HORIZONTAL DIMENSION ZONE 5 HEIOHT'N'FOR SLOPED ROOF IS THE ASEAN Elevation of Opening 15.00 ft ROOF HEIGHT Least Horizontal Dimension N/A H General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 0.85 Velocity Pressure Coefficient(Kz) 0.85 Topographical Factor(Kzt) 1.00 Valid Only with Engineer's Seal Velocity Pressure(Qh) 56.6 psf Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00,-1.40 Notes: '.: :•• 'd k it �J G'�d� Based on data provided by the client. Ultimate wNd sped•• ••• used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FIBG 4W 0.6 •• • multiplication factor. ©2017 , Copyright AI-Farooq Corporation CAN (EB)#3538 M uni ci pal Contractor's Tax %ceip t m Miai-Dade County, State of Florida THIS IS NOT A BILL—DO NOT PAY CC NO, 94BW0347 g BUSINESS NAM EILOCATION IM:C:j MR DOORMAN INC RECEIPT NO. EXPIRES 16015W67AVE 7501983 SEPTEMBER 30, 2017 V11E T MIAMI,R 33155 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS MR DOOR MAN INC S BUkTYBUILDINGCONTRACTOR PAY ENT RECEIVED BY TAX COLLECTOR 37.50 02/02/2017 0200-17-002658 Restricted to City of Miami Shores For morelnfosrtation,visitw mamidedeaov/taxcdiQctor •a a , s } 1 0 sun Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — workers' Compensation Insurance Exem tion Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida, Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt it 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ner State of Florida County of Miami-Dade The foregoing was acknowledge before me this z day of / p , ,20_ By J 1, a who is personally known to me or has produced as identification. 0.8RR0 No h; Hoary Publk-state • o piss n#F S n mY M. 1 Is eun tlro Mr.Door Man,Inc. 1601 SW 67 Ave. West Miami,F133155 www.mrdoormanmia.com Email:Info@doormanmia.com PH:305-262-0596 Fx:305-262-5630 February 2, 2017 State of: Florida County of: Miami- Dade Before me this day personally appeared Alex Alfaras who, being duly sworn, deposes and says: The he will be the only person working at project located: 30 NE 93rd Street Miami Shores FI. 33138. Sworn to(or affirmed)and subscribed before me this 2N! day of � - 2017 by: n Personally know: Or produced an identification: o f'de ti c ti o u ed D.BRITO �•`ag4 s`o; taryP -State o Florida s• •• om # FF 2 89 c' My om .Expi 19 p oY. F Municipal Contractor's Tax apt M iam i-Dade County, State of Florida -THIS IS NOTA BILL-DO NOT PAY =MCJ OC NO: 94BsD0347 BUSINESS NAME/LOCA TION MRDOORMAN WC RECEIPT NO. EXPIRES 1601 7501983 SEPTEMBER 30, 2097 V4B5i'MIARAI,MIAMUR 33155 PUfSt8Wtt to County Code Sec io-v OWNER TYPE OF BUSINESS MR DOORMAN INC S�ErM-TYBUiLDINGOONTRCM PA YM ENT RECEIVED BY TAX COLLECTOR 37.50 02102/2017 0200-17-002658 Restlict9d to City of Miami Shores FarmoreiNosrretion.visit�nv_rritamic�d�-�'N'-.�Ilec�nr � wr i i i A