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WS-11-1631
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165359 Scheduled Inspection Date: October 12, 2011 Inspector: Bruhn, Norman Owner: STOBS, JAMES Permit Number: WS -9 -11 -1631 Job Address: 126 NE 109 Street Miami Shores, FL 33161 -7042 Project: <NONE> Contractor: LOWES HOME CENTER INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number 305/754 -8229 Parcel Number 1121360090140 Phone: 407/370 -2872 Building Department Comments INSTALLING 1 DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 164127. October 11, 2011 For Inspections please call: (305)762 -4949 Page 27 of 28 a18�N ( (7\6 --CP BUIL ING PERMIT AP FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Ty e: BUILDING OOFING OWNER: Name ( F e e i_._� ._ • , -r W) -eS 12CQ c12. t Oci ®� City: � ' ! r°C) 1 5 I\t s`r? 3 State: F L Zip: Address: RECEIVED SEP 02 2011 BY: Permit No. WCt B Master Permit No. +C:: S. Phone #: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 12(C) Q 1© t Qcf City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: (-to ( Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: -3 v —'2--- 1A0- Y r l� CQf t(Phone #: 78 CD t CO / 2 S Address: Po, j ( &/ 5 S 2( S. !' — F- �l E ��-( � r� City: Q V 1 C,t'-Yir c, State: �� Zip: Qualifier Name: P( 40 ',-a`L 0 Phone #: State Certification or Registration #:C�-1C (SOW (4 r7 Certific .. of omp tency #: Contact Phone #:78 CO 'S----7 TO S 7 Email Address: 1:----(...1.,1 C 0'� ° f1-r—(' DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 6 q i Square/Linear Footage of Work: 2) Type of Work: CI Addition 'Alteration ONew ❑Repair/Replace ❑Demolition Description of Work: 1 N 5G (f ► CO 6 n MQL Z5 70 VALE ******** ********************** **** ***** Fees************* ***** ***** * ** ****m* **** * ******* 4J Submittal Fee $ ° "�" Permit Fee $ //6 6'a $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Technology Fee $ 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 1�- Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement tnust be posted at the 'oh site for the first inspection which occurs seven (7) days after the building permit is issued. In t . absence of such p •� °ce e inspection will not be approved and a reinspection f e ail �r ed. N m ° N w W •ti to H Y� N t' ;: , t7 V T Z = ~. Signature or Agent The fore going instrument was acknowledged before me-this T by Ck `N)e5 day of who i o me or who has produced As identification and who did takeeso NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor 7 The foregoing instrument was acknow > gig.,' be re-i this day of (. , 20 � by who is me or who has produc ntification and who did NOTARY PUBLIC: Sign: Print: My Commission Expires: **** ********* *m*x::x ***:x:xx:*a * ** *******: ****: x******** *x: *: x: x**** ********::x*:x**a::******* ** x ****:x ***************** APPROVED BY 7)/°' ( Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3 /15/09) Clerk 0 PAGE 04/04 THE PERMIT GROUP 5617996538 09/26/2011 Earl K. Wood, 'Tax Collector Local Business Tax Receipt Orange County, Florida This local business tax receipt is in addition to and not in lieu of any other ta. required bylaw or i unrcipal ordinance. liushresses are subject to regulation of rortitsg, healt and other lawful authuriti4s.Tftis receips b valid from Goober 1 through September Mal receipt year_ Delinquent penally fs added Ocfober t •" ORIGINAL' 2040 EXPIRES 9130!2011 1801 - 0590711 1801 CERTIFIED GENERAL CONTRACT( $30.00 1 EMPLOYEE : v000 BUSINESS OFFICE 330.00 1 EMPLOYEE : 1806 CERTIFIED ROOFING CONTR $30.00 1 EMMPIOYE�_.__.— z (...t i— ti..- tri 3 TOTAL TAX $90.110 PREVIOU SLY PAID $94,00 TOTAL DUE $0.00 4948 TEILSON PL (MOBILE) A— ORLANDO, 32812 PAID: 590.00 99.472695 8/2010 X c' \CAFARO PETER A HI QUALIFIER .( COWES HOME CENTERS INC / /8529 St3UTHPARl( CIRCLE STE 430 / f ORLANDO FL 32819 this receipt isofiiciel w h e n ti3IKiatetl trjiheTax Cnllectbt. STATE OF FLORIDA DEPARTMENT OP BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE PL 32399 -0783 CAFARO, PETER ANTHONY III LOWE'S HOME CENTERS INC 8529 SOUTHPARK CIRCLE SUITE 430 ORLANDO FL 32819 Connratulationsi With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you Bette For information about our services, please log onto www.myfloridallcense.00m. There you can find more Information about our divisions and the regulations that impart you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and Congratulations on your new hcensel (850) 487 -1395 DETACH HERE b0 /E0 3E d dIIDZI9 llWi~I3d 3H1 8E9966L199 b9 :ZZ ITOZ/9Z/60 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTE MONROE STREET TALLAHASSEE FL 32399 -0 783 CAFARO, PETER ANTHONY III LOWE'S HOME CENTERS INC 8529 SOUTIPARK CIRCLE SUITE 430 ORLANDO FL 32819 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.mytloridatioense.corn. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly, We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new license! DETACH HERE REGULATION (850) 487-1395 3ATCt'! f+kf1l41iE3�Ft -' 7 y n�, �,yry�� aay`'"i= i cx . +; �7 �}Q • ,� /y i�)"�1�Y�Y•{ ,`/ ((�� 55��S?'�°.ihA —f.` � .gSrT';si,•'� ... °��ty.�� li•:11��fa7��•��4' �n%'�i�iY•:4:J.Ci��.w�i i� „ vud :4 b0/Z0 3JVd df1ONO 'Need 3H1 8C5966L ti99 t,S :ZZ IZO3/9Z/60 ,a vary CERTIFICATE OF LIABILITY INSURANCE AT1 MIDD 1' THIS CERTIFICATE IS ISSUED AS A MATTER 05 INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEm THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED. the pelicy(iosy must be endorsed, If SUBROGATION IS WAIVED, subject to the tonna and Conditions of the policy, certain potioies may require an endorsement, A statomont on this Certificate does not confer fights to the Certificate holder in lieu of such endor30ment(s). PRODucatt MARSH 100 N. TRYON STREET, SUITE 3200 CHARLOTTE. NC 29202 FAX (764)37455M 47095 - CASUA.CNLY 11.12 Limn; F(, LAO COW= NAME: PRONE I p ` Li HO }' k , +hiAxei mAtiA, -J----- Lawn% sisuRF13f5►y At t 0Rb1NG COVERAGE 1NS11RF� A: Solth6ured NAM 5 INSURED Lowe's Companies, Inc. and Subsidiaries PO Box 1000 Mooresvite, NC 28115 l IR sI IRER g Nt150n0 Union Fire ins Co Pftstnugil PA 19445 INEu xER c , NowHa/rIOS/e Insurance Company 23841 tN5uRE5 08nets Naked ins 00 23817 u R E . PENIS Wen Inseam Co 27960 arestInsuranceCompany p R. 28387 • • THIS INDICATED. CERTIFICATE EXCRUSIONS LT� IS TO CERTIFY THAT THE POLICIES NOTWITHSTANDING ANY REQUIREMENT, MAY BE ISSUED OR MAY AND CONDITIONS OF SUCH OF INSURANCE PERTAIN, POLICIES. I'IRR #56k 18tYR LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT To WHICH THIS THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE PoLIOYRUMMER k , +hiAxei ,vaL:1..11 A,a, 04101/2012 Lawn% A GENERAL X LIABILITY core 1:RGAL GENERAL41Asam' Sell nsured 04(01/2011 EACH OCCURRENCE S PREMIS - `�;' .'. 5 CLAIMS -mAPE fl OCCUR MED EXP , emaa anwnl 5 ---.•. - 5 03?41 a AGGREGATE UM1T APPLES PER POLICY i- I iF1 r I f LOC a 5 S AUTOMOBILE B X C ii — I.wao.trr ANY AUTO ALLCdVr1EDAUT03 SCHE0IAEDAUTOS HIRED AUTOS NON-OWNED AUTOS CA4309409 (ADS) CA4309410 (MA) CA4309411(VA) 04101(2011 0410112011 04101/ 2011 04/01(2012 0410112012 04101/2012 COMBINED SINGLE OMIT ILO acrldent} S 5000.000 BODILY =WRY (Par parson) S 50Dn.YHamar (Per acadent) S PROPERTY DAMAGE (Peraaydent) 5 S 8 X - UMBRELLA LIAR 11H. OCCUR 6XC335 UAA CLAIMS•AtADE IPR3792301 -00 04101/2011 0410112014 EA•OH OCCURRENCE' S 6,000.000 AGGREGATE S 5,000000 _ DEDUCYISLE NEYENIION S S S WORKERScoh1PFNSAI'ION AND C ANY G OF (Mandatory 0 DESCRIPTION EMPLOYERS' UASIUTY Y1 N NIA XWC4980577 (MS) WCCEIO6i335 (MN) Vr/C061867304 (WI) 041012011 04(011 11 04/0112011 04101/2012 0410112012 034112012 X ! WCSTATU IQTtt. sol3Y t e«t1T21 • eR E.L EACH AOC1UENT 8 2.000.000 PROP ECM OWPARTNERiExECUTnvE N ndaatory NH 0XCLUDE04 E.L DISEASE -Ef Fht_____ EL DISEASE - POLICY L ei.tr! $ 2.000.000 in � OF OPERATIONS Swiss $ _ 2.1100,000 B Excess WC 8 Ex4esa WC ANC48161577 (ADS} XWC4080578 (FL) 040112011 04/0112011 04101/2012 04/01/2012 WCi5ta1EL $303, as S2m11 SIR WCZWJEL:58rei1: /452r as SIR QESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Moth ACORD 1nt. Aganionat Ramses, Schodvls, a mew swats required) Lewes Homo Centers, Mc. is arsenal Inured undo/ use captioned po3des, Florida Contractors License No. C0C1509417, Peter Anthony Calam l0, Cent ed General Contrar3er. Fonda Coclractor's Lioonse Ne. CCC1323324, PeterAlanony CativoIL Codified RoormgConlsotcr. (Ptease sos Page 2leraddaitalal informs /en.) CERTIFICATE H13LDER ELLATION City or Miami Slums 10050 N.E. End Avenue Minnie Shores, FL 93138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED 6E00RE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUihORIrEti REP1lES3NTATWE c1 'Aim USA Inc. PiannBendey qaloa,a • az•g.ctillr ACORD 25 (2009/09) VO /T0 BE d 01S88-2009 ACORD CORPORATION. Ail rights reserved. The ACORD name and logo ere registered marks of ACORD drIOND inhaed 3Hl 8E59662.195 55 33 TI2Z /93160 Permit No: 11 -1631 Job Name: September 6, 2011 Miami Shores VViIIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide the total square foot of glass and the percent being replaced to show that shutters are not required. 2) The door must meet the water infiltration requirements.Correctly mark the product approval for use with a high damn threshold. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �^X : �t� • 4cg 4 .92_53 09/09/2011 14:43 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES '001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT s** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1767 RECIPIENT ADDRESS 97864649253 DESTINATION ID ST. TIME 09/09 14:42 TIME USE 00'18 PAGES SENT 1 RESULT OK Permit No: 11 -1631 Job Name: September 6, 2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide the total square foot of glass and the percent being replaced to show that shutters are not required. 2) The door must meet the water infiltration requirements.Correctly mark the product approval for use with a high damn threshold. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CB0 305 - 795 -2204 �X : 4 W - . 0 ) 2 _ 5 3 A NAME 10S ADDRESS: /24 HIDE' top sr CITY: s,�rrr en PHONEI a o -SZ9 TOTAL LENGTH :.lr MEAN ROOF HEIGHT: f4 INSTALLATION Sint-MEASUREMENTS MEASURER: "Mt"/ INSTALLER: Aloe- STORE: „pry TOTAL WIDTH: .5( r # OF STORIES: I HURRICANE SHUTTERS: TOTAL # OF WINDOWS: # OF WINDOWS BEING "R IA: TOTAL # OF DOORigFP 0 2 2 # OF DOORS BEING REPL: 11 Miami Shores Village z-c 11U FCT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 9001,001P1 • NI 4001I1A 3 flV 098I£99SO£ XVA 8I' :ST ITOZ /ST /80 WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: STOBS RESIDENCE, 126 NE 109TH STREET MIAMI SHORES FLORIDA Analysis by: EDWARD TORRES, R.A. V Basic Wind Speed Cat Structural Category (I, II, III, and IV) Exp Exposure Category (B, C, or D) 146 mph I I C RHt Ridge Height 16 ft Eht Eave Height 9 ft Ht Mean Roof Height of Building 12.50 ft Theta Roof Angle 14.04 Deg L Length of Building (If Gabled roof, along Ridge) 56 ft B Width of Building (Perpendicular to Ridge) 56 ft Lambda Adjustment Factor for Building Height and Exposure Importance Factor a 10% of Least Horiz Dim or 0.4h, whichever is less 2a Length over which Zone A acts on Each Comer 1.21 1.00 5.00 ft 10.00 ft Wind Pressure ps (psf) on Main Wind Force Resisting System (MWFRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F G H EOH GOH 1 50.39 - 17.46 33.55 -10.02 - 49.20 - 31.74 0.00 -34.22 0.00 -24.25 0.00 -68.87 -53.92 0.00 0.00 2 0.00 0.00 0.00 0.00. 0.00 Notes: *ps= Lambda *1 *ps30 www.mecaconsulting.com AX-1- Page 1 of 2 WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: STOBS RESIDENCE, 126 NE 109TH STREET MIAMI SHORES FLORIDA Analysis by: EDWARD TORRES, R.A. lip Roof (7° <0 527°) Gable Roof (6 S 7°) ❑ Irderbr Zones . Description Gable Roof (7° < 8 5 45 °) End Z ® Comer Zones Double Click on any data entry line to receive a help Screen Wind Pressure ps (psf) on Components and Cladding (C&C) Width (ft) 1 DOOR 3 Span (ft) Area (W°2) Zone Pressure (psf) Positive Negative 6.67 20.01 4 44.40 -48.33 Notes: Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls www.mec acansulting.c orn Page 2 of 2 Florida Building Code Online 1 of 4 P: iwww4elidabu41ding.orgiprigr_app_dtl.aspx?paranr--w... FDW BOB Noine ; Log in User Rogionation Hai Topics Subrnit Surcharge Slatv Foots Pibilindarn FBG . REGUSTERE A ArniI -;.C171'sh WREVI EWE D 0 REVISED AND RESUBMIT 0 REVIEWED WITH NOTATIONS 0 REJECTED Correctiomr, nr comments made on equipment submittals or e/25111413E'fav'Ellts°444,AtillOcitt,nt c2,1,:ng. this review do not relieve contractor vvith requirements of the drawings and t:Mtkfka '.117, 51,5 Thi!-E; check is only for rvw o general ftwoilklirrrvAnse with the t:',4sign concept of the project att7R.Ezruct documents. The contractor is responsible for Arpokigreing and correlating ail quant'lies rd dimensions, poorArkilfrikainfiwaitmitgaii his work with that of all other trades and performing his work in a safe and satisfactory FL ft Application Type Cork Version Application Status Cornetts Archived rtinnor. Date Product Manufacturer Masonite Inhamallonal Address/Phone/Email One North Data Mabry Suite 950 Tampa, FL. 33609 (615) 441-4253 sschnsibertannasnelecem Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sunnategory Compliance Method Certification Agcy Validated By Redeemed Standard and Year (of Standard) Steve Schreiber sschrelbarmsonite.com Exterior Doors Swng Exterior Door Assentlies Certificatioi Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year ASTM E18fl6 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 08/17/2011 10:50 PM Florida Building Code Online http://www.floridabuikling.org/pr/pr_app_dtl.aspx?pararn=w... Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/31/2011 03/10/2011 03/22/2011 FL # Model, Number or Name Description 8228.1 Fiberglass Side - Hinged Door Unit 6-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +85.0/ Other: Evaluated for use Building Code including the where pressure requirements not exceed the design pressures size. Hurricane protective required in the Wind Bome FL0160- 07 'for additional information. Certification Agency Certificate Yes FL8228 R3 C CAC NI006900- R1.PDF HVHZ: Yes Quality Assurance Contract Expiration Date 12/31/2014 -85.0 Installation Instructions in locations adhering to the Florida FL8228 R3 II FL0160.pdf High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, as determined by ASCE 7, does Created by Independent Third Party: listed. 3-0" x 6-8" max nominal Evaluation Reports system required in HVHZ, but not FL8228 R3 AE 504A.pdf Debris Region. See DWG -MA- Created by Independent Third Party: Yes 8228.2 Fiberglass Side - Hinged Door Unit 6 -0" Opaque I/S and O/S Sine Door Limits of lJse Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +70.0/ Other: Evaluated for use Building Code including the where pressure requirements not exceed the design pressures size. Hurricane protective required in the Wind Borne FLO161 -07 for additional information. Certification Agency Certificate Yes FL8228 R3 C CAC N1006900411.PDF HVHZ: Yes Quality Assurance Contract Expiration Date 12/31/2014 -70.0 Installation Instructions in locations adhering to the Florida FL8228 R3 0 FL0161.DL High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, as detenrtined by ASCE 7, does Created by Independent Third Party: listed. 3'-0" x 8'-0" max nominal Evaluation Reports system required in HVHZ, but not filsiggialAL2gAggi Debris Region. See DWG -MA- Created by Independent Third Party: Yes 8228.3 Fiberglass Side-Hinged Door Unit 6-8" Opaque Inswing Sine or Double Door w /or w/o Sidelites Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +50.5/ Other: Evaluated for use Building Code including the where pressure requirements not exceed the design pressures size. Hurricane protective required inithe Wind Borne FLO160-07 for additional information. Certification Agency Certificate Yes FL8228 R3 C CAC N1006900- R1.PDF HVHZ: Yes Quality Assurance Contract Expiration Date 12/31/2014 -50.5 Installation Instructions in locators adhering to the Florida FL8228 R3 11 FLO160.pdf High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, as determined by ASCE 7, does Created by Independent Third Party: listed. 12 -0" x 6.8" max nominal Evaluation Reports system required in HVHZ, but not FL8228 R3 AE 502A.pdf Debris Region. See DWG -MA- Created by Independent Third Party: Yes 8228.4 Fiberglass Side - Hinged Door Unit 6-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites 2 of 4 08/17/2011 10:50 PM Florida Building Codp Online http://www.floridabuikling.org/pr/pr_app_dtl.aspx?param=w... Omits of Use Approved for use In HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55,0/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirernants as determined by ASCE 7, does not exceed the design pressures listed. 12 -0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG -MA- F10160-07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions Fl R3 11 FL016Ondf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228- R3 AE 502A.odf Created by Independent Third Party: Yes 8228.5 Fiberglass Side - Hinged Door Unit 8' -0"- Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Cede including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12 -0" x 8' -0" rrax nominal size. Hurricane protective system required in HVHZ, but not required in' the Wind Bome Debris Region. See DWG -MA- FLO161 -07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FLO161.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.odf Created by Independent Third Party: Yes 6228.6 Fiberglass Side - Hinged Door Unit 8' -0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Fressuree +55.0/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12 -0" x 8-0' max nominal size. HuniCane protective system required in HVHZ, but not required in',the Wind Borne Debris Region. See DWG -MA- FLO161 -07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FLO161.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.pdf Created by Independent Third Party: Yes 8228.7 Fiberglass Side - Hinged Door Unit 6'-8" Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: +52.0/-52.0 Other: Evaluated for use in locations adhering to the Florida Building Cpde including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12 -0" x 6' -8" max nominal size. Hurribane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- -! .ko -07 for additional information. Certification Agency Certificate FL8228 R3 C CAC N1006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0162.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 502A.pdf Created by Independent Third Party: Yes 8228.8 Fiberglass Side - Hinged Door Unit 6-8" Glazed Outswing Single or Double Door w/ or w/o Sidelites of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does Certification Agency Certificate FL8228 R3 C CAC N1006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions agallgjLaingsd Verified By: National Accreditation & Management Institute, Created by Independent Third Party: 3 of 4 08/17/2011 10:50 PM Florida Building Code 'Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... not exceed the design pressures size. Hurricane protective required in the Wind Bome FL0162 -07 for additional information. listed. 12 -0" x 6-" max nominal system required in HVHZ, but not Debris Region. See DWG -MA- Evaluation Reports FL8228 R3 AE 502A.odf Created by Independent Third Party: Yes 8228.9 Fiberglass Side - Hinged Door Unit 8'-0" G lazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/ -45.0 Other: Evaluated for use in locations adhering to the Florida Budding Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 1Z -0" x 8' -0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FL0163- 07 for additional information. Certification Agency Certificate FL8228 R3 C CAC N1006903- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FLO 63.adf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.adf Greeted by Independent Third Party: Yes 8228.10 Fiberglass Side - Hinged Door Unit 8'-0" Glazed Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.0/ -47.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8' -0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG -MA- F10163-07 for additional information. Certification Agency Certificate A28 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0163.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.ndf Created by Independent Third Party: Yes Department of Community Mans Florida Banding Code Online Codes and Standards 2555 Shtanard Oak Boulevard Tallahassee. Florlda32399 -2100 (850) 487.1824. Fax (850) 414.84311 02900-2010 The State of Florida. All rights reserved. Privac Statement 1 Copyright Statement! Accessibility Statement / Pluo -In Software,1 Customer Service Survey I Contact Us Product Approval Accepts: NE yhttftx oirfs 4 of 4 08/17/2011 10:50 PM NA.MI. NOTICE OF PRODUCT LINE CERTIFICATION C:erfif cation No.: Revision Date: C.:ertifkation :Program: Company: Code: e: N1006900-R1 Page I 01/1 11/22/2010 Structural 11asnnite M- 7113 -1 tern tonal The r'Notire of Product Line Certification" is valid only when i d aittistrator's Seal is applied tO than tipper :. left hand portion of this form and a certification label is applied to tite product, This . ertitIceti n rest: mpresents product conformity ity taa the applicable specification and that all certification criteria : hee; ,stStified. The procittets and systems listed below are approved fix listing in the Directory of Certifi t t'E9fIUCIS at 1.KWY MJ entitle a� #:1?3'i e*m. Please review. w. anti advise NAM' ii mediatety if dad, ni shogun requires. corrections, C e tpa.nv: Mayo ate International Corporation 1955I'owis Road 'West Chicago, IL 60185 Pt t duct Line; Itelas atalte : fiber lass Side ll nged Door fats Tt t Report: iCTL' 21114102 »l /210.3105- 1/2l0» 1973 - 1,2,3/210 107 11214- 3108 4. NCTL,„210- 33674/1 LA. 772W'/C` LA 772- 1,+'t.:'fLA 772W -2/ t 'l':L4 8115'4A`It °TINA. 805W- 2 /CnA 1051 W(CI'14- 210 - 33584/ 210-3367-11210-3389-1 Section 1: General .De r°i tlwn. or the Products wad Systems enders than CertificatiOn 1e1 Frame: The frame. jambs consist. of finger jointed pine with all Borne :s. co d. butted, and sealed using wee 2" long wire staples (..04375') L2 Ninilion Construction: Where used, each mullion constructed of ck to back ucood jambs and alta.. ed to the header and threshold with teas (2).. #10 .: 3" Philips Flat .Head Wood Screw's, 1.3 Non-Impact Glazing: Where used, the.overall insulated glass was gland into a rigid plastic lip -lite frame. Consisted of syn . tetric monolithic insulated glass: with 3r am (0.118) tempered glass with aluminum, steel or butyl t l spacer. impact Glazing: Whcrc used, the overall impact rated insulating glas was glazed into at .A A polycartxmate frame: 'I lac: fats consist of laminate with .124`'Anneale€1 .a 0. 0 "Soiulia: Sallest IllGiO 1:24''. Annealed Glass: and a Lite of 0.124 " Tempered Glass with aluminum or butyl aj at er, L4 Door Leaf Construction; Each door Teat 1,,vas constructed from ��7O" thick fiberglass cot£t1ttsite material. Top ra. %l. and stiles constructed fro€ wood, with or without composite edge band. National Atereditittion & Management ment ttiatitute, iaae. 4793 Gorge Washington Memorial Highways Hayes, es, VA 23072 Tt is (804) 644-5124 Fax: ( 4) W4122 Certifieation No.: N1006900-R1 Page 2 Section 2: Registered Suppliers 2.1 Non-Impact Door Liles': ODI or Specialty 2.2 Impact Door Lite*: Specialty 2.3 Astragal: Endura Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Fiberglass Door Faeing-Tested for Tensile & Elongation Properties per ASTM 1)638, both before and after weathering for 4500 hours per ASTM G155 Xenon Are Method 1. Test Report Number ATI. 94556.01.106-3 L 3.2 Skin material tested to ASTM D635, ASTM 1)2843 and ASTM D1)29 And conditiOned for not less than 40 hours per ASTM D618. ''Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin, Test Report Number ATI-94566.01-106-31, 3.3 Miami-Dade Building Code Compliance Notice of Acceptance: for Non- Ittipact Lite Frame Material, NOA 07-0801.05 and ETC-02-797- 12517.1 3.4 impact Lite Frame Material tested to ASTM 1)635, ASTM 1)2843, ASTM D1929 and ASTM 1)638 conducted by ETC Laboratories, Test Report ETC-00-41740343-2. 3.5 Miami-Dade .Buiding Code Compliance Notice of Acceptance for Solutia Interlayers, NOA #09-0127,13. 3.6 Surfaec Burning Characteristics for F03/11 Filled Door performed by Omega Point Laboratories to ASTM .E84-98, "Standard Test Method for Surface Burning Characteristics of Building Materials-Report No 15977-104313 and 17276-125193. 3.7 Anchor Performance Calculation Report-Performed by Luis R. Lomas, P.E. (Florida No 62514). 18 National Acereditation & Management Institute, Inc. W-13621W-1416.. g;tt,gt Pagcs oftertifteatiort f Certified Prixiud Line Matrix(s) and Installation _Walk If you have any *slime regrading this certification, please cnotac: NAMI at (SCA) fi84-5124, National Atameditation )4 -Management Ittatittne, 4794 George 'Washington. Memorial Highway, Hayes, VA 23072 Telt 0044 684-M241 Fax: (804) 484-5122 NOTICE OF PRODUCT CERTIF Company: Masonite International Corporation 14:55 Powis Road %Veit Chicago, IL ii011115 Product: CATION Certification No.t Certification Date: Expiration Date: Revision Date:, 141006900-R Page 3 0111.41207 12/31/2014 1142/2010 Fiberglass Opaque Inswing or Outswing 'Door w/ arid w/o Non-impact Rated gideiiies (w/Wood knife unless noted) Specifications Tested To 'FAS 20244/ASTM E330/4STM E18861E19% Impact Rating: Wind Zone 4-Misslie Leve. D The 4Notice a Product Certification" is only valid if the NAM:t Certification Lathel has been applied to the product as described within this document, The certification label represents produCt conform-TO In the appileshk specification and that all certirscation criteria has been satisfied. This product-has been -approved Ibr listing within NAMI's Certified Product Listing tit www.Natnicertificstion.com. NAf.tell's Certification Program is seeredited by The American National Standards Institute (ANSI). Configuration Single X Single XX Double XX Double • LIS Gland or Maximum gpagme Size Opaque x Opaque 01" Opaque 6'0" x XO/OX Single wtSk1clie 0/8 Opaque ague Dooi: Glazed Siderite • X0/0X Single wiSidelites 018 Opaque Door Glazed Sidelite .60" 6'0" •:K. 6' Structural Design Pressure +85145 Water Test PM:Mire 2.86 .s - 485/-85 1 16.5 ps,f: +50.51-50,5 55/-50.5 +50.51-50.5 . 55:1-50,5 OX0 Single wiSidelites ■••■•17....W.,+ titazed Sidelites •e Door w(r 6'8" I 4-50.5/-50.5 OXO OtS Opaque Door x 6'8" Single wiSidelites Gland Sidelites OXXO VS . Opaque Doors_ Double wiSldelikes I Glazed Sidelkes .. . OXXO • • 0/S Double wiSidetites 4.,551-50.5 2.86 psf Impact Rated Yes Yes Yes • .. :Report Number Drawing Number & Comments NCT1,-2 t 0-33S Mn. Pattel si.. :Pr v. 6'5" Anckst C}-14A-1^1. Ot 0-07 NiC11,210-3'3:C8-tiertA-?72W ?.4xxant Nati Sin.: x Mahar Detail-MA-Ft.b160-07 NCI 1.04 # ft-3114- A.C' LA-772 W-2 Maximum Noel Sin: YO x 61'1Sidetiie- > 6'8" Assehor Paid-MA.4 Li) .1s0-07 8.00 -psi' Yes 8.25 psf* 2.86 psf Door-Yes Sidelite-No 61)0 pal -r—Doot-Yes 8-25 Pe' Sidelite-No 2.86 psf 6.00 psf 8.25 vie Door-Ye Sidelites-No Door-Yes Sidelites-No +50.51-50.5 2.86 psf rtmas..Yes. • Side lites-No Pirti.-2.14-3105-1 14-331:4- A.CTLA-7 72 W-2 Ntspcii-own Pau1 Si : rir Anchor Detail-Ws41.0160,07 NC71,210,3103-tal0-314-1..M.M...A-772W-2 ma*isiltim Pond Siw Vir 31r x toichise DetsA-MA4? 1016D-in NCT1;-2 f?-31' 05;112 i)-A.11 4- .5 A.C5.1...4.- 772' W-2 Minireissiis Pod 3izo: 61r1SidelS4: a't.r s. 6'r Aird thstitit-MA-Ft...01 4007 Nell...210-3 J.05-I t's t 4-TA A..C11.A,;:r72W-2. klaxiimu Pmet "L' yr iS'8"!Sidelite.: Asnelm Detail-MA-FLO 160-47 -• • to5..-1:21ii•a:.'n A,CTIA-772W-2. Peeks1 '...rfr 4116t • . . . Tf „a I 0-110-112 II)-33 14-1 Af:TIA- 712 W ?...4tMitrAgft PWS.:1 5zc 3'.(37 kW:ins:Ts- Per,e; 3*(1'" x T Tr: x r And-sitr 13.slt-MA41.40.4417 .1*.pAllibm4soliflestioitstilltfik*oyifta,,yes., Ne.;A:''.2:41011 484.1,$1244Fat::: (804) :6844122 . e • -.•$• soot Dxlts Gioof siou*s *Denotes Flil Dant Threshold Design National A :jtagi�& Management Institute, 'ref: 004) -1.537-50.5 6,00 inf. DI.NYrs-Yes 8-25 R:31* Sidelites-No NAMI AUTHORIZED SIGNATURE •• NOTICE OF PRODUCT CERTIFICATION Contisany: Masonite International Corporation 1955 Powis ROAfi We Chicago, IL 60185 Certification Now: Certification Date: Expiration Date: Revision Date: NI006900.141 Page 4 I) /14T2007 12/3111014 11/22/2010 Product: Fiberglass Opaque Inswing or Outswing Door wi and w/o Nou-Intpact Rated &defiles (w/Wood Frame unless noted) Speeifications 'tested To: TAS 202-94/ASTM E330/ASTM E18861ASTNI E1496 Impact Rating: 'Wind Zone 4-Missile Level D The 'Notice of Product Certifkation" is only valid if the NAM I Certification Labe hos been Applied to the product as described within this docuatetti, The ceraricadon label represents PrOdigd Mifonnity to the applicabk sperilkation and that all Certification eriteria b been satisfied.. This -product has been approved fOr fisting within NA Mi's Certified Prodnet Lting at www.Nantleertifieatiou,cani, NAM Certification Program is Accredited by The Amorkatt National Staadards bastitute4ANSI), - Configuration Inswing 4:fr , Out:swim .. Lig Glazed or C.I.palpe T.--- '''''''' -------- . Maximo at Size Stroctara • Design Pressure Water rest PresSure 2,86 pnf Missile 'rest Report Number Impact Drawing Nuniber & Rated Comntents . Yes, FIC.'n ,-2 10-3102,11C:'.1-1,A,inwi I o I w moximuirk Now sta,..,: ro" N rir "t•MA4.1.01614:1 Y•V,3 Ne:T1A....7213:r;r021,crt,4772wa mtlximum Pad Sim. l'ir x 8"0"• Ankftiv Detail4.14$14#.A•161-1Y? X Single I • Opaque 3'0" x 8'0" +701-70 *-- X Single OIS Opaque • '.7.,0" x S'O' — .. . +70140 10,5 psi' XX Double . .. XX Double. VS CLIS Opaque Opaque ...1_ (Vague Dour .Cittized.Sidelite 6'0" x 810" ÷ • — J 6'0" x 8'0" 6"0".x 8'0" +50.37-50:5 2,86 p/..sf Yes Nf.'11..-2 0-3 t054%3314-1 Aferi,A,472:W.:I Maxim:In Pala Size : X0'" x g'0"/aite: 3"0"x ,0" Anew Ekuil4VJA-11-01.6 I -.0? Nort,„,210-3 t 0.,•.113;14-11.WITA-712 t,43s.i.taitn Pono Sue: 30'' x r£03Atclitc. YA" es4kIxim Detait,MA;f016147 . 4-551-50,5 ; .+50.51,,.50.5 6.00 psf &2 ;f4 2,86 psf y.ts Doot..y,,,s ' sidebte,No . • X0i'OX Sifigie WiSidelite liS . -----_, • P.o.11,-zio.:3165., in 314-1A1(.11,A-772W-1 MA-MT/ascii iNaii.li Si 3'0' -A al.*";1'''Idolit.c:. 3V -A: S'ir Ancfmt 1.:AriCI.Allsb-C.,016 X40/0X Single w/Sidelite"; .01$ ,..._ • PrIa4)110 lkior icillOet.i.Sidelite 6* X 8* . +551-50,5 6.00 psi. 825. or • 2 of 6,00, of • g25 pie 2:8 6 • . . fi.:0Q 'of 82 * '.1)our-Yes skiv40 . .1 rver-Yes skielit‘No Doar;,yes sidditti?No • .: ior s-Yes: ideoi.a.N6 , Ncr.1.410410$41!..i 181(yrIA-772 i Maximo) PAW Si120: ;Vtf X VYY.S4dite, re € mato? t/Cte,,•• ii.MA-F.L0, 1.6,4,,07. • • ...1 W$ 11 t4:1'./C1'..!-It.A..772W- 1 1 .Ixtiottim 13n# i;i7e: 30”, x;g1r1Sielite 3 ly' Mda.4 th,st.MA-mo i 6141 Ne11 :410,3 4 0341.33 I4.-1AFCTIA-77W-1 . . maximum Pwiti sin: 3'o" s 8'4..rincita: 3'0" x Slr • Arichix DetailAik;ft.1.11 4- • OX0 SlopioviSidetites. - • - 0X0 . S. i.figif,' WeeSidelit01$ ____ .................. ......... ()XX° . ouble wiidei El• S US _ : II'S :. ai :Optutue Door 0.4374 Si.O iiteS OpACide Do r 001.7)0.1 SidCrtttA. Opaque floor . • ecl.SteS • • OpU4n Deno . goied.Siielite 9' er x S'q' - . Tao x r (r, 12;17;-*X • 8• 0' — 4.50.5i-50,5 +:55/,..:50,s 503 i-5 .±551-50,5 f.73-Wtr -.1 i. dIaAit-tT: sr : :N itaosli1 mhat0t - 3 s 30P3 1.x 4 841Ari.CS.T • . -„....— . • 1.4 c., Tif-210.3•10-1:3:t 144.A;LTIA•772W-t • o VSidefi t1lef14tt1J te: ;;IY" x WO" • . 6147 ---.... (XX) Double S ieiites : 12'4. ::.,,,:.8!V nteuetes High Dauf Threshold Desiga National Accreditation & Management Institute, 1.,4794 George Washingten Mentoriai nighwaYttfaYes,, 'Y,-444-1047 : T: (804) 684-5124Sav (littO 684.s12 NAIHI AUTHORIZED SIGNATUR:E: NOTICE OF PRODUCT CERTIFICATION Company: Magmata international Corporation 1955 Powb Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date.: Revision Date: INE006900-R1 Page 5 01/14/2007 12/31/2014 11/22/2010 = _ Product: Fiberglass Glazed Inswing or Ontsiaing Door w/ and w/o Non-Itopact Rated ,Sidelites (w/Wood Frame maim DOOM) Specifications Tested To: TAS 202-94/ASTM E330 The "Notice of Product Certification" is only 'build if the N A.M1 Certification Label has been applied to the produtt as described within this document. The certification label represents product conformity to the applicable specification min that all certification criteria has beat satisfied. This product 1ms beta approved for 'Wing within NAMPS Certified Preibld Listing at www.Naniicertifiefition.eorns NAM C:ertification Program is accredited by The American National Standards tasnitait (ANSI). inswing Glazed Or or Outswia 0 ta US .01azed /}3 Gland Maximum Sin StructUral Water Design TC54 Pressure Pressre 3 6w. XX Double XX Double IIS Glazed XOlf.)X I.IS Single wISidelito X0f0X. Simgie w/Sidolites •X0 Single w/Sidelites OX0 Slunk vtriSideliWs Glazed Door C.fiazed Sidelite Door Glazed Sidelite 60". 6V x 52/52 +55;.$5 ÷52/-5' '4.551-55 LIS O1S oxxo Double wiSidelites OXXO 01S. Pouble wiSidelites Glazed D <Rand Sidelltea Glazed Door Gland Sideines 1/5 .t3:414ed: jots 91004 igEidOl!O :Oland :Dams Gnzed x. 61' 126" a wr 2156 pd 6,04) p,sd 8.23 pse 2.86 psit. 6.00 ...... 8.23 par' 2.S6 psf &CR/ of &2 p.sPs 2.86 pat Itrlissile Test Report NoMber impact Drawing Number & Rated Cemmeats N't:::rt.2 I. 0-3 tC.:1114.-gh5W-2 fsile.arasti r'onct Sizc: re" Aat NCT1.,-.210.3 Maximarri ?wk.:4 Sin: .31r x ArKhro Detait-MA-0V -- NC:11-210-.3 (1S-1 /CM -81.}.57W-'i - Maximum Pant: Sift- x Lej I 42 fc-rt„-if63w Maximum PtIot# Sim: 3 it 6.w. Anchor rittail-MA41..£316201 Door-No Sidelife-No Ivra.xnnum Pont} Sim: +Pr Anchor Doloii A..}:}4},1.62-07 0}X}r-.14.0 NCIL-2.1 04 I 03.1 FLA-121Ve:-.2 Skit-the-NO Maximum Pond tfsl- Anthus Doail$(A-F}4)142-07 Ncre:i, to-A ki:} fell,A403W „Maximum, Pont} :31)- x rikl Artitor }Mail M A-1; Ili I 62437 1-084,kjf IS41t5W4 . •S,Insiromt Pam} Sin: 3'0" x 61" ArIchor A4101624? t4t711..-210-.3.1.08,1XILA-}40.1V-2 Maxim:an Panel s. rmatit44A4to)62-in kl:FeriOuttn.Pvic} ":41r* 61" Arldlet DetaiLM A-PL0162-07 No No Door-No Sicielites-No 6.00 psf Door-No 8.25. pSf* SidelitesNo -- - 321-52 2,86 psi. Doorsi-No Sidetitets-No +551-65 6,00par Doors-No 825 ps:ff.''' SitleilteS-No 33)4H43 iltfaratii pOittn . 44:)130,72 National Accreditation & Managerneat Institute, Ine14794 George Washington Memorial flitghwayillayva, • Td e104) t84 24/}w: 0104) 684-4122 NAMI AUT110141ZE13 SIGNAT:CTIIE: NOTIC Company: Masonite International Corporation 1955 Penis Road West Chicago. IL 60 NS OF PRODUCT CERTIFICATION Certification No.: 0:Milt:stint; Date: Expiration Date: Revisioti Date; NI006900-R1 Page 6 0111412007 12f31/2014 11122/2010 Product Fiberglass Glazed Inswing or Ontswing Door nef and w/o Non-finpact Rated Sidelites (w /Wood Frame unless noted) Specifications Tested To: TAS 202-94/ASTM E330 The "Nodes of Product Certification' only valid if the NAMI Certcation Label has been applied to the product as described within this &fat:meat. The certification be repre:sents product ennfortnity to the appiteabie specifialtion glad that: alt eertifientkm criteria has been satisfiett This product has been approved for listing within NAMI's Certified P-rOduct listing at www.Namicertification,cors. NAMI's Certification Pregnun is accredited by-The American NatiOnai Standards Institute CANSO. Configuration X Single Sink. Inswing Glazed Cisitsering 11S XX Double XX Double X0.10X Single wiSidelite OFS OIS or Opaque Glazed Glazed Glazed Door Glared Single witisidelitt:s oxo WiSidelites OX0 Single wiSidelites ........ OXXO Double wiSidelltes OXXO Maximum x ry. StrOttaral Pressure 4--1,0145 Water Test Pressure 2.86 psf MiStite atSont Nemher impart Drawing Number & Rated Comments teCTI.A-teS rs.visliatv Awl IYO" NS'as Aii atie Detail 4 :4c.fq If.33 4)7 M:11,240;31 07. Manintwo Pa ti Sim; 3» 8 `0" Amixr I.V.taik.41A,FI.J.11 .6A -4Y? NC tr4.1:11,805 Iquintitn f.'aftel x ro" Andio Detai Wv1A-11,0 t 63-07 ri4 10-3 1 MiaifftUrit Pavel .3'e' basisf4-:Detiumes,-FIAt07 Zvfaxitutit*$ PaoW WO" Anchor DottOIMA.FLOI(i3.47 NC13,=2t0-1107, liCTIA-80stei Moirritim Plint) Sin: 3'0" x 3'0" )L)1437 N(.114, 10-3 107--17f.7—,.. Maximum Pane! Six;: 3'0" Is Arezhoi rikl4RAItt-fitaffl-07 _ NCTL10,:311)7,4 1.1(11.A.405 Maisnitm Pafts.1 Detail-MA41,0 I 61-fil NeTteal Ce-:3 IX:TT:440.PN: Krtinotts resszi 'Ye" air No Glared Door Glazed Siderite OkizedDoor Glazed Sidclites GlaZed. Door Glazed Sideiite-s Mak wiSidellies x WO" 6V S /Or x, 8'0" -=-501-47 6.0.psf -4.01-45 2.Q psf +50147 -401-43 6 r:42 +50147 9'0" x 8'0" Glazed Doors Glazed Sidehtes 1 Cilszed noms Glazed Sidelites -t-401-45 +501-47 +50/47 6,0 psi 2,86 s 6.0 psf 2.86 I:35r 6,0 pat' Door-No Sit/elite-No Door-No Sidelite-No Door-No National Acereditotion !Jilt. Management lastitute,, h,1474 Geo e Washington; Tth (864)6644114/Fax:.(004) 6844122 NA.MI. AUTHORZED S GN Door-No Sidelites-No lioors.-No Sidelites-No Doots-No 1'14'11,-2 10-3107-- witiv.so5tx. SidellicsNo makautan vanes:A:. 81)," Amkox Wili14,14413}# 6.1,47 einiL Ig ayfH,VA 23072 NOTICE OF PRODUCT CERTIFICATION Company: Motile International Corporation 1955 Powis Road West Chicago. IL 60185 Product: Certification No.: Certificatitm Date: Expiration Date; Revision Date; N1.006900-R1 Page-7 01114/2007 12/31/2014 11/22/2010 Fiberglass Impact Glazt,.4.1 Inswing or Outswing .Dcier vid and w/o impact Rated Sidelites (w/Wood Frarn wk sS noted) Specifications Te.sted To: TAS2O2/ASTM E330/ASTM E1886/ASTM• E1996 Impact Rating: Wind Zone 4-1Iissile Level. D The "Notice of Product Certification" is ottly valid r tbt NAM Certificatioa Label has been sonlicd to the product as described within this document. The certification label represents product tonformity to the appliCa bit specification and that ail certification criteria has been satisfied. This. product . has been approved forTiSting within NAMI's Certified Product Listing at wwwItianticertificationxoni. NAMPs Certification Program is accredited by The American National Standards Institute (A:N51), Configuration X Single X Single inswing or Oats:wink. VS Glazed or 0 IA Glazed DiS Glazed XX Doable XX Double XCfriOX Single wigidelite Us 0/$. :rlitrZed Glazed Maximum Sin 3'0" x678" Stroeteraf Maio PresSace +521-52. 310 x 6'8" °fazed Door Glazed Sidelite X010X Single wiSidelites <AO Single %WS idelites 11S OXO Single wiSidelites OXXO Double wiSidelites OX.X0 Double wiSidellies VS • • • Glazed Door Glazed gidelite --t- Glazed Door Glazed Sidelites Olazed D(xn Glazed Sideiiles Glazed Doors Glazed Sidelites • Glazed Doors • (110.ed Sidelites +55/-55 • x 6T' 1-521,52 6'0" x 6'8" 4-55%-55 6'0" x•6'8" +52b-52 - Water Test .Pressort • psf Missile tratpaet Rated Yes 6.00 psf 8,2$ psf* 2.36 psi* Yes 6.00 psr 8.25 psi* 2.86 pef 4-55%43 1 6.O0 psf 8.25 last* 2.86 psf .6,00 .8.2.1. psi* 2S6 ps' /2'6" x +5,5145 6.00 • >25 psi* . . * ' mates High Mtn Threshold Design National Accreditation & Alanagenteut Institute4s04794 George Washin. ,ott Memo Yes Door-Yes Sidelite-Yes Door-Yes Sidelite-Yes Door-Yes Sidelitcs-Yes Door-Yes Sands risk Itighivayfitiny : • : . • Telt (8041":684-1424/t'sdp: (304.):6044.5122. NAMI AUTHORIZED SIGNATURE: Test Report Number Drawirin.:,, Number & Com VlIttin Maximum P.aaal Si= 4T' Anams Nut -210-3330-1 Maximum Pmiti ..tmt:iv)r ... NCTL-116-3.3S-4- 'Maximum ?amt. 3T," x 614- Anehoz Drtaii-MA-FL:S} 62 -07 NCY1,21043$94 Muaimsim Paraii Saa: 3•'0" x Aactur Outail-MA-fUlti247 !Maximum ?alai Siae; x Anchor Ilataii-MA-FLOIC2.01 Maximum Rawl Silt: 31.r x Atuitor Datail-M.4410162-07 NCTL...,210-1,1S9; 1 MuxiMom Neet 31T Aacitot fIetaii-M-A-FLO162-1)7 Miadation. Panel Size, 31.T. Argt.i'st Datail-MA41.0162,O7 Par0 x Arlitor Osttail-M.44U162,47 Net t.4 Maximum Pa,ati. .1.'Crt Auulmt Vete:444,441.0 1624 7 VA 23072 • ..• NOTICE OF PRODUCT CERTIFICATION Company; Masotti le International Corporation 1955 Powis Road West Chivago, IL 60185 Certification No.; Certification Date: Expiration Date: Revision Date: NI006900-RI Page 8 01.14/20417 12131/2014 11/222010 .Product: Fiberglass impact Glazed Inswing or Outswing Door wi and win Impact Rated Side Wes (w8ilood Frame unierls noted) Specifications Tested To: TAS202/ASTM E330/ASTM E1886/ASTM E1.996 impact Rating: Wind Zone 4-Missile Level 9 The "Notice git Product Certificnlion" is only valid if lhe NAP■11 Certification Labe has been applied to the proctor* as described within this document. The certification be repreSents product conformity, tgi he applicable specification and that all certification criteria has been satisfied. This product-has been approved for listing within NAMI Certified Product Listing at x.,y;:tt,Naximrlit_L_Leatiisssit.„1 NAMPs Certification program is accredited by The American National Standards institute ANSP- .CardiguratiOn SOgle • Inswing or Outswin 11S OIS Glazed or 0 a it Glaze-d Glazed ()lazed Glazed Single XX Double. XX Double (VS X0/0X itS Single w/Sidelite X010X Single wiSidelites OX0 OLS Single wiSidelites -4. OX0 Situtie wiSidtdites Maximum Sin 31? ' 84Y Structural Water Design Test Pressure Pressure +401-45 216W Missiie Impact Rated Yes 6.00 rssf +401-45 2,86 psf +431-47 6.00 pSf +40.1-4S +43/-47 6,00 psi -i-401-45 218 psf Gland Door Glazed Sidelite Oiozed Door Gland Sidelite .x.8)," IIS 1 Glazed Door 1 9'0" x 8'0" Gland Sidelitses Gland Door . Glazed Side-hies oxxo Double wiSidelites IJS Glazed Doors Glazed Sidelites OXXO • :Double wiSidelites DIS Glazed Doors I Oland Sidelites 9'0 x rfr 12'6- x 8'V 12'6" x 8'0" Yes Yes Yea Door-Yes Sidelito-Yes Door-Yes Skid he, Yes Test Reixert N'ungber Drawing Noted:Far & rolatinallitS NcTL-2 tO-3367-€ Maximum Palle Sia: 3'tr sd Dmai)-MA-FLOI 6340 I4C71;2 10-3:3674 Malauttla Pod Si 31Y- *V' Auciux CT.-2 10-3367•I Niammuin vv. Author Maii44A-FI. INT:167.-1 Maximum Pare, *'1)*". WO" Anufmr Ddak-M30;1016.,:01_ NCTL-2 10;33674 Maximum Patti Sic' 3'11* a S'W' Auch4f)sMal-NIA-PLOlf.:3.-07 NC11.,2 104:4674 Maximur0 PeAxf 30* )A•fttjI63•4r Door-Yes -I. Nt.:11,2 I 0,3367-1 Skiefttes-Yes 1 MaXifi1iS33 Pc t Sizo: 3V s'r Door-Yes Sidelites-Yes &NI of 216 pst Doors-Yes Sidef ites- Yes Doors-Yes Sidelites-Yes — • • 4k47: •".6.11." • thoiksor .nete-Mts.,Flo 0411 NCIL-2 )0-3167- t Moximuut Paaal Siac 3:0" N Anuivx tlatai!?■421,-Ft1)163-1)7 Nc7i..2 te4)674 MaNiiriarci Pauil Sier:.3:1)" /0437 104367.4 Maxittfaut3 Pate Anclux IN•tail-MA;a0103-'92:,_ I National Accreditation & Management institute, Inc14794 Gen. ie Mrasisingtou frIentorial iligl;Ayillayes. V Tel: (04) 6844124IFaa:. ) -5122 Y. • 23012 NAMI AUTHORIZED SIGNATURE:: 4 L SIDE :HINGED FIBERGLASS DOOR UNIT 6=8" GLAZED DOUBLE DOOR -bi WR I-•IOUF SIDEL/TES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS AD- IERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILOINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES USTFD. 2. -. WHEN_ INSTALLED IN. THE HIGH. VELOCITY _HURRICANE ZONE (HVHZ) HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND -BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM 5 NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT tS REQUIRED ON PANELS WITH NON-IMPACT GLASS. 4. PCLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. PCLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 "F RATE OF BURNING ASTM D635 0.56 IN /MIN SMOKE DENSITY ASTM 02843 53.45 TENSILE SIRENUfH" ASTM 0636 3.25 DIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 7 RATE OF BURNING ASTM D635 0.77 IN /MIN SMOKE DENSITY ASTM 02843 13.45 3E(:ILE STRENGTH` ASTM 0638 -7.505 DIFF 0 TIVE TENSILE STRENGTH AFTER WEATHERING RS XENON ARC METHOD 1 DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET ij DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS e 0 SINGLE DOOR UNIT WITH SIDEUTE MAX. FRAME HEIGHT 81.875' 21" MAX 149" MAX. OVERALL FRAME WIDTH 56.375" MAX PANEL WIDTH -W /ASTRAGAL 37.5" MAX. �'- FRAME WIDTH 6 6 MAX. PANEL HEIGHT 79. DOUBLE POOR UNIT W /SIDELITE$ e 3 SINGLE DOOR UNIT SINGLE DOOR UNIT 'NJSIDELITES WITH SIDELITE Addendurn to NAMI Reaiaued No.: n fl Oo (, 99 j Date Rowena: DOUBLE DOOR UNIT W /SIDELITE$ C FIG DESIGN PR , ::� -. ' W-IERE WATER INFILTRATICN PERFOR_ REQUIRED TO BE 15% OF DESI • - c yr>..a.o1f:1■1111 6'i,9•L't /�c:61... • NEEE01i�sMEW -19.0 - • +40.0 AMTASZREEMV OUTSWING' -55.0 6 - 74' +52.0 -52.0 ' '1 19.0 -19.0 +40.0 -40.0 -- "".• -. - OX or XO 75" +52.0 / -52.0 +55.0 -55.0 ' +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 0X0 112.5" +52.0 / -52.0 +55,0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 OXXO 149" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 High Dam Threshold Design 1.21 -II KURT BALTNAZOR FORIDA P.E. 056533 13 0 r g (n a V) Vm >- )((I) 0 00 0 0 N n Co 0 0 Z DATE 1/5/07 sake: N.T. S DWG. BY SWS CHI. 8Y: DRAWING NO.: DWG- MA- FL0162 -C sHEEr 1 of 3 DETAIL "0" 3" — #8 x 2 -1/2" #8 x 2 -1/2" 1.375" T INSWING THRESHOLQ #10 x #10 x 5/8" #10 x 5/8" #10 x 2' 0.962" "F" Certification rt.: Reared 11r. Date Reitiat DETAIL "C" OUTSWING THRESHOLD Acklando O NM NIGo(v909-( /ddz.I�e #10 x 3/4" #10 x 3/4" 1.75 1.047" UW SEE DETAIL v .0" 1, 6" — 6" -CD 0 DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED HIGH DAM 0/S THRESHOLD 0.050" SAFEX eK, 0.124' ANNEALED 008 832 OR EQUAL M ASTRAGAL RETAINER BOLT H E MUST BE DRILLED THRO THE THRESHOLD & THE CTURE R - NOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL, DECORATIVE INSERT (OPTIONAL) DOW 8.32 OR EQUAL .0124' TEMP, DOW 832 OR EOM. DOW 832 OR EOUAL EXTE12108 1C16&08 EXTEPoOR INTERIOR TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL IMPACT RATED GLASS NON — IMPACT GLASS X 1 -1 /2° PHS 0 1n z N0 wF- J >- m CO Ett U m aZ GATE: /5/07 SCALE: N. T. S. DWC. Eir: sws CHK. 8Y: DRAWING NO,: DWG— MA— FLO182 -6 SHEEr 2 or 3 6" SEE DETAIL r 3,. -- — 6" — -- 1 6" T -- E" 6" 3" — 6" 3" 6" — I- T6" 0 6 "- ( t 3" — — 3" 3„ #8 x 2 -1/2" #8 x 2 -1/2" 1.375" T INSWING THRESHOLQ #10 x #10 x 5/8" #10 x 5/8" #10 x 2' 0.962" "F" Certification rt.: Reared 11r. Date Reitiat DETAIL "C" OUTSWING THRESHOLD Acklando O NM NIGo(v909-( /ddz.I�e #10 x 3/4" #10 x 3/4" 1.75 1.047" UW SEE DETAIL v .0" 1, 6" — 6" -CD 0 DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" ANNEALED HIGH DAM 0/S THRESHOLD 0.050" SAFEX eK, 0.124' ANNEALED 008 832 OR EQUAL M ASTRAGAL RETAINER BOLT H E MUST BE DRILLED THRO THE THRESHOLD & THE CTURE R - NOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL, DECORATIVE INSERT (OPTIONAL) DOW 8.32 OR EQUAL .0124' TEMP, DOW 832 OR EOM. DOW 832 OR EOUAL EXTE12108 1C16&08 EXTEPoOR INTERIOR TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL IMPACT RATED GLASS NON — IMPACT GLASS X 1 -1 /2° PHS 0 1n z N0 wF- J >- m CO Ett U m aZ GATE: /5/07 SCALE: N. T. S. DWC. Eir: sws CHK. 8Y: DRAWING NO,: DWG— MA— FLO182 -6 SHEEr 2 or 3 SEE DETAIL "C" SHT. 2 SEE DETAIL "E." SHT 2 3" — 3" d SEE DETAIL " "D" SHT. 2 r a Li 0 0 3" SEE DETAIL SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, 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 SCUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM E MBEDMENT 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. 1.50° MIN I _ I __ I 1._ s" ---o 1 1 s° o-- 1 I 111 11 r m vn1_..1 or-re..LU — e. O 6" _ I I 6" 3 6° 3" — 6" HARDWARE SCHEDULE KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED Al 5 -1/2" CENIERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES, TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25° MIN IYPICAL MASONRY ANCHOR INSTALLATION Ackemlun 0 NAM C IS.: Niooiv Y c� DevIewad By. // 0 flesaewect n/z =J.o Z; 0 n 8 rn m 0 N U z wr" N ¢�c 0. 0 w 0 J w¢ 0z c gx� 0 co v DATE 1/5/07 SCALE, N.T.S. DWG. 8Y: SWS CHK. BY: DRAWING NO DWG- MA- FLO/62 -C sHe.r 3 oF 3 1 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 -94-9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Product: Double Door with sidelites 12x6'8" Sco e: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only tp the product described herein. These calculations comply with requirements of the Florida Building Code. Draw ngs verification: This onalysis verifies anchoring for the following drawings: DW 3LMA- FL0120 -05 DWG- MA- FLO132 -05 DWGLMA- FL0122 -05 DWG- MA- FL0134 -05 DWG *MA- FLO124 -05 DWG- MA- FLO140-05 DWGtMA- FLO126 -05 DWG-MA-R.0142-05 DWGMA- FL0128 -05 DWG- MA- FL0143 -05 DWONMA- FL0130 -05 DWG- MA- FL0146-06 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame su 2. 3/16" ITW Tapoon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: Side member dowel bearing strength: Minimum required penetration: DUration Factor: Co = Allowable; Design Value: Z'= t'9= F._ DWG- MA- FL0147-06 DWG- MA- FLO151 -06 DWG- MA- FL0153-06 DWGMA- FL0155-06 DWGMA- FL0156 -06 DWG- MA- FLO160-07 bstrates. 1.000 in 4,650 psi 1.330 in 1.6 171 lbs/anchor (NOS 2005, 11.3) DWG- MA- FL0162 -07 DWG- MA- FL0168-07 DWG- MA- FL0170-07 DWG- MA- FLO172 -07 DWGMA- FL0174 -07 DWG- MA- FL0175-07 Main member: Spruce- Pine -Fir Main member thickness: Main member dowel bearing strength: Screw bending yield strength: Tabulated lateral design value: tm= 1,500 in Fe = 3,350 psi Fy, = 80,000 psi Z. 107.0 Ibs Mode IV Fastener type: Substrate: Minimum embedment: Minimum edge distance: Tabulated shear design value: Z Minimum edge distance: Tabulated shear design value: Z = Actual edge distance: Design value per interpolation: Z = Allowable Design Value: Z'= 3/16° rrw Tapeon Hollow block 1.25 in 1.13 in 112 Ibs 2.63 in 197 Ibs 2.50 in 189 Ibs 189 lbs/anchor N.O.A. 07- 1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 2.25 in 3.00 in 1.00 Minimum anchor capacity: 171 Ibs/anchor Note;• Anchors with the ieaet capacity Is used for calculations to qualify anchors with higher capacity. Ancctbr calculations, minimum required anchors Daulle. Pressure against stops with bump threshold: r 36.38 t 36.38 72.75 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ind, CO Max' (in) Anchor Result Cap. aloe) �'Y Load (Ibs) A1 2.3 138 N/A N/A 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 WA N/A 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336.941 -9695 Double. Pressure away from stops: 36.38 36.38 Pe I Al 1 72.75 Doublg. Pressure against stops with saddle threshold: 36.38 36.38 Manufacturer: Masonite Report*. 502A Date: 12/29/09 79.25 Design pressure: 60.0 psf Zane AMA (ft2) Leed (Ibs) !►u1. (in) Max. O.C. (in) Anchor Result Cap. abs) Qty Load mss) Al 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 N/A N/A 171 4 150 OK 72.75 79.25 Doubl¢ with sidelites. Pressure against stows with 37.5b 36.38 36.38 37.50 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 fi t \Al / 1 f \At /---' f 1 Al I A4 I As A Al AZ t I- '` ,4 'K i Al 171 1 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 fi t \Al / 1 1 \At /---' Max. O.C. (in) A3 I A4 I As A Load (Ibs) /A1 \ 1 1 /A1\ N/A 147.75 Double with sidelites. Pressure against stops with saddle threshold: 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QiY Load (Ibs) Al 2.3 138 N/A N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 150 OK Design pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) O.C. (in) Anchor Result Cap. (Ibs) Y Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 2.3 138 N/A N/A 171 1 138 OK A5 7.7 463 N/A N/A 171 3 154 OK Design pressure; 60.0 Zone Area (ft2) Load (Ibs) Ind (in) ax. O.C. (in) Anchor Result Cap. (Ibs) CttY Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 N/A N/A 171 4 134 OK A4 10.0 601 N/A N/A 171 4 150 OK 37.50 36.38 36.38 37.50 t \ AV /3 A3 A2; - A1/ \ 7 A4 147.75 2 of 4 79.25 Design pressure: 60.0 psf Zone Area Load (bs) Ind.. (in) () Anchor (b Qt Load bs Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A NIA 171 3 154 OK A7 10.0 601 N/A N/A 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 3 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. • Lewisville, NC 27023 336 -945 -9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Anc pr Locations; Double door with sidelites Note:'+ Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 11 ?. #its Luis R. Lomas P.E. FL No.: 62514 1/7/2010 A A � m mf o: tO n N en Note:'+ Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 11 ?. #its Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4of4 Luis R. Lomas P.E. 1432 ;Woodford Rd. • Lewisvle, NC 27023 336 -945 -9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Anchor Locations: 6.00 TYP. Double door 36.38 79.25 6.00 13.45 MAX. O.C. 6.00 i 1 1 36.38 Note; Anchor locations indicated in this document are the minimum required for the desatbed product exposed at the design pressure indicated herein. 4■'ed' i..,,�p`... • r'' �.d aiF TAT • :; o o t s: e' Luis R. Lomas P.E. FL No.: 62514 1/7/2010