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WS-11-2237Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 167291 Scheduled Inspection Date: December 20, 2011 Inspector: Bruhn, Norman Owner: CASTRO, MARIA INES Job Address: 5 NW 107 Street Miami Shores, FL 33138- Permit Number: WS -12 -11 -2237 Project: <NONE> Contractor: CRUZ R RODRIGUEZ Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)773 -6608 Parcel Number 1121360070480 Building Department Comments INSTALL IMPACT DOOR PasseWi02 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments d__ December 19, 2011 For Inspections please call: (305)762.4949 Page 14 of 27 1-241(1- AOC ILI 41 - A{.ik 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 No. j�^� 1,nJ u 1 r Master Permit No. BUILDING PERMIT APPLICATION FBC 20 E DEC 052011 �,��� ®ooemepe000m ...ose—'" Permit Type: BUILDING ,r ^� 6,7/5"P OWNER: Name (Fee Simple Titleholder): / 244 .,2 't°} Phone #: Address: f V /e2 City: �d1 4!r 1,�% �Of State: // Zip: /6 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: G City: Miami Shores County: Miami Dade Zip: X516 �5 Folio/Parcel #: )70 /0 7 Is the Building Historically Designated: Yes NO Flood Zone: Phone #: sYe$7,6 74'6 Zip: )%l1) CONTRACTOR: Company Name: 'C." e me%'/6,00,„ 6v ce-e 4 State: Address: City: �// Qualifier Name: <-14 a ' '!Q' e'?° State Certification or Registration #: r 6e9/021) Contact Phone #: (Fer7 /® 2", Email Address: DESIGNER: Architect/Engineer: /1.4'9 Value of Work for this Permit: $ (0Y) . X/Y Square/Linear Footage of Work: Phone #: Certificate of Competency #: Phone #: Type of Work: °Address °Alteration ONew Description of Work: ,6e04 ' ,Repair/Replace °Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F * ********** * ********** *** * **ar* **** * **** r*** Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 144.049 CO/CC $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 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 aaachment. 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 Owner or Agent The foregoing instrument was acknowledged before me this day of c c_ , 20 , by M eV- _.. 5 a . who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 5- Sign: Print: My CommissiomExpire . � o,n ; ; ; ", . C O i ' l ig S S I O N # DD757897 6, .": .40 % iii.LENA MARK ;'..' - . . ea' xp1A.F •.: ikrkeleiy 25, 2012 G • • Signature Contractor The foregoing instrument was acknowledged before me this S day of C , 20 a , by C f who is na lv known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Print: z y 19 Y)ar" l k My Commissiob Expires • • ea ''""* t:LENIt I. . VP/ COiMMISSION t DD757897' • • } ,x0raV Fii Racy Di81201St ACM. ea. , a • • APPROVED BY Plans Examiner • • Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) • 12 1Z- Permit No: 11 -2237 Job Name: December 12, 2011 Miami Shores Viva e 9 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 2nd 1) The product approval submitted does not meet the requirements for the HVHZ. 2) The state approval submitted does not match the drawings submitted. A complete state approval must be submitted for review. Mark the approval to showwhich approval is to be used and which components will be used. 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 Poky Winter 04GI.000739344 Date Entered: $01912011 OATS 11/2212011 CERTIFICATE OF LIASIUTY INSU CE PRA The World Of Insurance, Inc. 13155 S.W. 134 ST SUITE 1209 WADI, FL 33186 Phone: (786) 573 -2221 Fax (786)573 -2224 flaSURED • THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC 0 CRUZ R. RODRIGUEZ GENERAL CONTRACTORS 80 s. W. 8TE STREET SUITE 2230 MIAMI, FL 33130 RtdsURER A EaD—COMERET CASUALTY COWART INSURER D-AMEIRICIIN B01 909090008 SOURER C INSURER D INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDMG ANY REQUIREMENT. TERM 09 C CR4DFTlON OF ANY CONTRACT 09 OTHER DOCUMENT WITH RESPECT TO ROACH ACH THIS CERTIFICATE MAY SE DIED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEM IS SUBJECT TO ALL THE TEARS. EXCLUSIONS AND CCNDIRONS OF SUCH POLICIES. AGGREGATE LIMITS SliOWN MAY HAVE BEEN REDUCED BT RAID SAID CLAIMS. Dan iariL LTA MR0 TYPE OF DOURANce POLICY NUATIER warm LIAERRY C4/MMERCIAL GENERAL LAOLiTY CLAWS Xi OCCUR GEHL AGGREGATE LAW APPtRSPER —1 Policy n 7a n Loc AUTONOWLE MUSTY *WALDO ALL OWNEDAUTOS SCHEOtLEOAUTOS HIRED AUTOS NoNN.OwNEDAUTOS 424000739344 12/3/2011 12/3/2012 LENTS EACH OCCURREAta $1,000,000 TO ANTED 100 000 WOOF $&]KIDDED a.AOV r, A RY $ X, 000, 000 GENERAL AGGREGATE 6 2,000,000 Poottas • colo i:w ade ¢ 2,000, 000 COMOYEED OtdGLE LOUT sieddisA BOOBY MARY "or posHO $ BODILY INJURY RPeroxidaN) 6 PROPERTY DAMAGE (PH etsder4) 6 GARAGE UA8dUTY ANYAUTO AUTO ONLY • EAACCIDENT OTHER THIYI AUTO ONLY EA ACC $ AGG $ • ExcE$S lismsEuA UARAUY OCCUR CLAMS e IVA DEDUCTIBLE RETENTION • 6 WORKERS COS+ R$ATIOH AND Et6PLOYERS LIABILITY AMf PROP4wTORtPAR' E%EaRWfi Y /O I$STanddta*YIn ISO SAECt PROVISIONS Seim OTHER EACH OCCURRENCE $ AtINERESAYE 12/3/2011 12/3/2012 $ $ • TORYf WS FR . EL. EACH Accoeta Lf 500, 000 EL DISEASE - EA EMPLOYEE 6 500, 000 Et. DREAM - POLICY UNIT 6 500, 000 HOPOPERAYROAISr LOCATIONS SV 0CLEES EXCLUSIONS ADDERBY ENDORSERENMISPECIAL PROVISAONS GENERAL CONTRACTOR. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD AMY OF MS ABOVE DESCRIBED POLICIES BE CAROMED OEFORETHE ESPIRATION DATE THEREOF. MB ISSUING INSURER EMU. ENDEAVOR TO RsA Z.30 GAYS =MEN 0 0 7 16 5 1 0 7 0 5 0 1 5 60 0 4 0 6 0 1 0 7 60 LEFT. BUT FAILURE 7000 SO SHALE IMPOSE HO OBLIDATION OR LISSOM OF ANY MO UPON IRE OWNER. r)'s ACi04TS R TR IEL AINWORECED RIVE ACORD 25 (2009101) 01999-2009 AtORD OJEM CORPORATION. A4i rights reserver' Permit No: 11 -2237 Job Name: December 6, 2011 Miami Shores Viiiage 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) The product approval submitted does not meet the requirements for the HVHZ. 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 BU PE ' T APPLICATION FBC 20 Miami Shores Village Building Department i J M C 02 2011 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 No. Permit Type: BUILDING ROOFING e (Fee Simple Titleholder): AC Address: 5 i\ L D t O�i cam- Z Master Permit No. City: •&C .2.! State: Tenant/Lessee Name: /4i) Q * &Z £ LL.. 13-G.6at Zip: 3-W Ca Phone#: . t S OSc} Email: City: Miami Sho Folio/Parcel #: Is the Building State: Zip: Qualifier Name: ? " ' Phone#: State Certification or Registration #: Eb e + ' cate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: C hT of W t thfir s P dg $ (, S 9uare/Linear Footage of Work Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace lition ****************************Fees****************** ** * * ******+x***+x****** Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ CCF $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City r State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNEII'g 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature t � -_�' — Signature MnertirAgept teorgactori The for`sing instrument was ackn�� ledded ef�re me�'. �, , e foregoing instrument was acknowledged before me this day of , 20 , by 'V YI..' ' , I ay of , 20 _, by who is personally knoa�+n�ane or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. 1 O ARY PUffl E: Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: ****+ x* *+ x+ x***+ x+ x******* **+ x+ x** s<**** s, *****+ x+ s+ x+ s**w *+ x*w **+ x **********+as,*****s'**** xis•**** ******* ********************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /1012009)(Revised 3/15/09) M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: @- ,-Icej - zuvgs, €$ 1- DATE: P-1 1 j ADDRESS: n • Q-(- 16 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as m contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for th construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license num . : on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substanti Ily improved it for sale or lease, which violates the exemption. (��V,_'�✓/ Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. `S e td;f iqqt iK Arm. Initial 991 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial v 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 11' 12--. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner- builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer fr United States Small Business Administration, and the Florida Department of Revenues. I also Florida Construction Industry Licensing Board at 850.487.1395 or h •: //www.m oridal'r s. « al ue Service, the tand ”" I may contact the /cdb/index.html 11. I am aware of, and consent to; an owner - builder building permit applied for �a_. �., g = and un . erstands that I am the party legally and financially responsible for the proposed construction activity at the • :. ddress: 3Y to-7 Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 ) j ho was personally known to me or who has Produce ```-`r ° =_ icense or as OWNER lY 4e,i CL ' UBILLOS i.L4 , ' ;,� � Public - State of Florida I ,` s . Expires Sep 23, 2015 •: sloe # EE 128810 �'' ,�°H „Y. ° Bonded Through National Notary Assn. ///•a/ /0 7 sl - CITY PY 03/02/2009 - 5:01 pm troyb F: \03 Elements\10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 80).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • (Sq Ft) Zone 4 40 45 50 10 15 20 Tributary Area 25 30 35 0 -15 ft -50.4 +46.5 -49.2 +452 -48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 -46.6 +42.7 482 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft - 51.1 +47.1 -49.8 +45.9 -49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 - 48.8 +42.9 -46.5 +42.5 -462 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +48.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 50.8 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 -48.7 +44.5 -48.4 +442 ft 54.6 +50.4 53.3 +49.0 52.4 +48.1 51.6 +47.4 51.0 +46.8 50.5 +46.3 50.1 +45.8 49.7 +45.4 49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.8 -51.5 +47.1 -51.0 +48.7 - 50.6 +46.3 -50.3 +45.9 26 ft -56.6 +522 -552 +50.8 -542 +49.8 -53.5 +49.1 - 52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 58.7 +52.0 -55.9 +51.3 -552 +50.8 -54.7 +50.1 - 542 +49.6 -53.8 +492 -53.4 +48.8 ft 59.9 +552 58.4 +53.7 57.4 +52.7 58.6 +51.9 55.9 +51.3 55.4 +50.7 54.9 +502 54.5 +49.8 - 55.1 +50,4 54.1 +49.4 -54.8 +50.0 38 ft -60.8 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 - 58.6 +51.9 -56.1 +51.3 -55.6 +50,8 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 +51.9 -562 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +65.6 -59.4 +54.5 - 58.6 +53.7 -57.9 +53.0 -57.3 +52.6 - 56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft 52.6 +57.7 -61.1 +562 - 60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 - 57.0 +52,1 -56.6 +51.7 44 ft 532 +58.3 -61.7 +58.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53,5 - 58.0 +53.0 -57.5 +52.6 -57.1 +52.2 48 ft 53.8 +58.8 -62.3 +57.3 -812 +562 -60.3 +55.3 59.6 +54.6 - 59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -622 +572 -61.4 +56.3 50.7 +55.6 50.1 +55.0 - 59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 -64.4 +592 -63.3 +58.1 52.4 +572 51.7 +56.5 51.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft 56.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 51.5 +56.3 -81.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -87.5 +622 -65.8 +80.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 52.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 a 0 0 z c ui REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 '0 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 +46.5 -59.8 -58.0 +45,2 ;� ( - 56.7 +43.7 -55.6 +43.1 -54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.8 -63.1 +47,1 -80.6 -58.8 +45.9 +45.0 - 57.5 +44.3 - 56.3 +43.7 -55.4 +43.3 - 64.8 +42.9 - 53.9 +42.5 -53.2 +422 -64.6 +48.3 - 62.1 -60.3 +47.0 +46.1 - 58.9 +45.4 -57.8 +44.8 - 56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 r' -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -602 +46.4 -59.0 +45.8 - 58.1 +45.3 - 572 +44.9 -58.4 +44.5 -55.8 +44.2 r -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 -68.7 +51.3 -66.0 - 64.1 +49.9 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 58.7 +46.3 -58.0 +45.9 El-69.8 I-72.0 +522 - 70.9 +53.0 +53.8 -73.0 +54.5 -73.9 +55.2 -74.8 +55.9 -75.7 +56.5 -67.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 58.9 +46.7 -682 - 862 +51.6 +50,6 -64.6 +49.8 - 63.4 +492 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 -892 -67.1 +52.3 +51.3 - 65.6 +50.6 54.3 +49.9 -632 +49,4 -62.3 +48.9 -61.5 +48.5 50.7 +48.1 -70.1 - 88.1 +53.1 +52.0 -66.5 +51.3 -85.2 +50.6 54.1 +50.1 -63.1 +49.6 -82.3 +492 -61.6 +48.8 - 71.0 -68.9 +53.7 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -84.0 +50.2 -83.1 +49.8 -82.4 +49.4 -71.9 59.8 +54,4 +53,3 -68.1 +52.5 58.8 +51.9 -65.7 +51.3 -64.7 +50.8 53.9 +50.4 -63.1 +50.0 -72.7 - 70.6 +55.0 +54.0 -68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 53.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77'3 +57,7 -74.2 -72.1 +56.2 +55.1 - 70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 -65 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -87.5 +53.0 - 66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54,6 -892 +54.0 -682 +53.5 57.3 +53.1 -88.5 +52.7 48 ft -79.5 +59,4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 582 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55.9 - 70.5 +55,4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +585 -74.8 +57.7 -73.3 +56,9 -72.1 +58.3 -71.0 +55.8 - 70.1 +55.3 -69.3 +54.9 ft - 83.3 +822 -80.0 -77.7 +80.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55,7 DATE NIT ISSUE CL FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PE. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW, USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. � I ® I� 1 ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT a� ISOM, - C ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 05--30 ego V 3 0 FLORIDA OaPARTMI1N, OF Business & Professional Regulation` Floyd G2ci,in en'y Busines Profess' -ecju a1tioIn BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats &Fads 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Links 1 Search License e Eiciently. 3e�clalc fairly. /EMERGENCY MANAGEMENT OFFICE OF THE SECRETARY '.i. Product Approval USER: Public User product Approval Menu > Pro uct or Application Search > Anplication List > Appfcatbf Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Emil Authorized Signature Technical Representative Address/Phone /Enall Quality Assurance Representative Address/Phone /Email Category Subcategory ConpHance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certnled By Sections from the Code Product Approval Method Date Submitted Date Validated FL10537 New 2007 Approved Therms -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 saasperson cl tttechnologies.us Steve Jasperson sjasperson@tttechnologies.us Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2012 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10537 RO COI CERT of INDEPENDENCE.odf ASTM E1300 ASTM E1300 TAS 201, 202, 203 Method 1 Option D 02/23/2009 05/11/2009 Year 2002 2004 1994 Date Pending FBC Approval Date Approved Summary of Products 05/16/2009 06/09/2009 FL # Model, Number or Name Description 537.1 a. °FiberClassic , "SmoothStar°, ClassicCraft" or " ClassicCraft Rustic" 6'8 "Impact° Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Presawe: N/A Other See INST 10537.1 for Design Pressure Ratings by specific Model and for any other additional use (irritations and Installation instructions. Installation Instructions FL10537 RO II INST 10537.1.pdf Verified By Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.1.pdf Created by Independent Third Party: Yes 10537.2 b. °FiberClasslc °, "SmoothStar", ° ClassicCraft° or ClassicCraft Rustic" 6'8 °Impact° Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10537.2 for Design Pressure Ratings by specific Model and for any other additional use Ilmitations and Installation instructions. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation I structlons FL10537 RO II INST 10537.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.2.Ddf Created by Independent Third Party: Yes 10537.3 c. "FiberClassic ", 'SmoothStar°, ClassicCraft° or "Classic Craft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Installation Detractions Approved for use in HVHZ: Yes FL10537 RO II INST 10537.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.3 for Design Pressure Ratings by specific FL10537 RO AE EVAL 10537.3.pdf Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the Created by Independent Third Party: Yes HVI-12) 10537.4 d. "Fiberaassic °, "SmoothStar", ClassicCraft" or ClassicCraft Rustic" 6'8 °Impact° Opaque Fiberglass Double Door - (XX) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 RO II INST 10537.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.4 for Design Pressure Ratings by specific FL10537 RO AE EVAL 10537.4.pdf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes Instructions. 10537.5 e. °Flbett iassic", "SrroothStar", ClassicCraft" or ClassicCraft Rustic" 6'8 °Im act" Opaque Fiberglass Double Door with Sidelites - (0)0XO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other. See INST 10537.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) Installation Instructions FL10537 RO II INST 10537.5. pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.5.pdf Created by Independent Third Party: Yes 1 Back' INe1tI Con • ct Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida Is an AA/EBD employer. Coovrioht 2007 -2010 State of Florida.:: privacy Statement :: AcoesslbilM Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your a -mall address released in response to a public- records request, do not send elecbanlc mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at we bmasterQdbur.state.fl.us. Product Approval Accepts: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Vahico. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 10537.1 Date: March 23, 2009 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Fiberglass Door Inswing / Outswing Manufacturer: „invactn Therma Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs - Florida. Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL- 10537.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 March 23, 2009 PF 1454 Sheet 1 of 3. • Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVI ). 2. Product anchors shall be as listed and, spaced as shown on details. Anchor embedment to base material hall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "T__T[T'[ 2 . 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is Less than 45 degrees." 9. See drawing FL- 10537.1 for size and design pressure limitations. Lyndon F. Schmidt; F.E. FL No. 43409 March 23, 2009 PF 1454 Sheet 2 , of 3 Supporting Documents A Drawing 1. Drawing No FL- 10537.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. Tests 1. Materials (Fiberglass door skins by Therma Tru) approval number NOA 06-0406A issued by Miami -Dade BCCO. 2. Materials (Polyurethane foam core) testing per ASTM E84-00a (ASTM E84-00 is equivalent to ASTIV1 E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ -E84 =00-04 signed and sealed by Lyndon F. Schmidt, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, signed by William E. Fitch, P.E. 3. Materials (Polyurethane foam core) testing per ASTM D1929- 96(2000)e1 as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by Joseph A. Reed, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 1031 -1, signed by Wendell W. Haney, P.E. Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -1031- 1. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt P.E. FL No. 43409 March 23, 2009 PF 1454 Sheet 3 of 3 THERMAITRU® THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON, OH 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site condiiitons that deviate from the details of this drawing require further engineering analysis by a licensed engineer e9 n ineer or registered architect. 9 Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ". 8. Inswing configurations and out-wing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details (Smooth Star) 3 Door panel details (Classic Craft) 4 Door panel details (Classic Craft Rustic) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck and frame anchoring - 2X buck masonry construction 9 Frame anchoring - 1X buck masonry construction 10 Bill of materials & components 37.75" MAX. OVERALL FRAME WIDTH 35.93" MAX. PANEL WIDTH 1 7 ".7 DEC 1. J Lu ii 1 \.3-1 . w. �......... W ......... .........._........._....... ...... _._...._. .._....__...._..._....... »:.: ..::.:.. »:.-.tc:•r.:�-z.s.ws. ;+ n» � -• yap;:.... t.:-:.:::::W;rtW......_......_. ,44i SMOOTH STAR INSWING 37.75" x 82.25" +75.0 -75.0 OUTSWING 37.75" x 80.75" +80.0 -80.0 CLASSIC CRAFT INSWING 37.75" x 82.25" +100.0 -100.0 OUTSWING 37.75" x 80.75" +100.0 -100.0 CLASSIC CRAFT RUSTIC INSWING 37.75" x 82.25" +90.0 -90.0 OUTSWING 37.75" x 80.75" +90.0 -90.0 FIBER CLASSIC INSWING 37.75" x 82.25" +75.0 -75.0 OUTSWING 37.75" x 80.75" +80.0 -80.0 M ft-4j U .ea rd N M4 z soi ,W bisil (vie. X 85701 gxZ46 in • ktitd E � � R° kolal 0 O.. m u) 0 z 0 z DATE: 2/24/09 SCALE: N.T.S DWG. BY: ctuc. Br. LFS DRAWING N0« FL- 10537.1 SHEET 1 OF 10 z 1- z o 0 R:\A - ProjectslProject Folders\proj 1401 - 1500 \PF 1454\D. RWBC Drawings \FL- 10537\FL- 10537.dwg,1 -2 0 L DETAIL A -A O DOOR PANEL Smooth star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0000020 0 00000 0 000 0 0000000 00000000 0000000 00000000 v DETAIL A -A Panel reinforcement ✓ V V 00 D EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 1.53" a 0 TOP RAIL 1.18' -r_ ip, 4o6q 28.86% OPEN • AREA MAX. OHINGE STILE 4.10" OLOCK STILE F 1.53" -� J OBOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION MZ N 0 a m a 0 m u, z 0 0 z D1L 2/24/09_ SCALE: N.T.S. DWG. BY: AL CHK. BY: LFS DRAWING NO.: FL- 10537.1 GHEE! 2 of 10 © 2009 R.W. BUILDING CONSULTANTS INC. R :\A - Projects \Project Folders\proj 1401 - 1500 \PF 1454 \D. RWBC Drawings \FL- 10537\FL- 10537.dwg, 1 -3 AMP L DETAIL A -A ODOOR PANEL Classic craft 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 000000 00000 0000 0 0 0000000 00000000 0000000 00000000 TYP. 4 CORNERS OF PANEL DETAIL A -A Panel reinforcement ..... r 00 28.86% OPEN AREA MAX. 0.34" EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 1.49 "�� r TOP RAIL 1.44" OHINGE STILE 4.06" 0.32" --� I LOCK STILE 1.49 " - 55 BOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 6 0 8 0 a. m 0 z DATE: 2/24/09 SCALE N.T.S. DWG. BY: AL cHK. BY: LFS DRAWING NO.: FL. - 10537.1 SHEET 3 OF 10 © 2009 R.W. BUILDING CONSULTANTS IND. R: \A - Projects \Project Folders\proj 1401 - 1500 \PF 1454 \D. RWBC Drawings \FL- 10537\FL- 10537.dwg, 1-4 DETAIL A -A 3 0 DOOR PANEL Classic craft rustic O 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 010 00 0000.E 0000 00 000000 0000000 DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 28.86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION t••-::49" - 1 cq J OBOTTOM RAIL 4.05" 33 LOCK & HINGE STILE r-1.43-1 01"11■,° •1101,0 _Oft- a TOP RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION g u■g o Z S5I 3:->a Intnal o= D. t�a••a° 2 got IiliN 9 1 J E 8 ES 1 ffio �m 1 0 0 0 m w re 0 z 0 (o 0 z DA1t 2/24/09 SCAM N.T.S DWG. BY: CHK. BY: LFS DRAWING NO.: FL- 10537.1 SHEET 4 OF 10 0 3 0 0 0 O 0 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 1.53' I> DETAIL A-A ODOOR PANEL Fiber classic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t 0 0 0 0000 00/ 00000 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETAIL A-A Panel reinforcement kw, 00 /4 /1 28.86% OPEN AREA MAX. o CD TOP RAIL t eHINGE STILE C) LOCK STILE 0 BOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 0 ce >- m cn z 0 U) 0 z DATE 2/24/09 SCALE: N.T.S. DWG. BY AL at( BY: LFS DRAWING NO.: FL-10537.1 SHEET 5 OF 10 I I �f w J 4 p_ Alio 0 0 aD a iii:pirA 0 00 0 00 0.15" C'SINK (TYP.) 4 0 f —� D 1 -1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Outswing shown - inswing also approved INTERIOR INTERIOR EXTERIOR 00 00 ©f) 00 0 0 1-1/4" MIN. EMB. (TYP.) 4 ////////// //,• 4:. HORIZONTAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR EXTERIOR 1 0.15' C'SINK (TYP.) 00 m �w f 1 rrIL A NIES 0+0 o m 0 e HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 0 • 4 4 • 4 0 1 -1/4" MIN. EMB. (TYP.) 0 0 J m 0 m cn 0 a ci Z DAZE. 2/24/09 N.T.S DWG. BY: AL mnc. EN: LFS DRAWING NO.: FL- 10537.1 SHEET 6 of 10 EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown wI1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltratio requirements 0 m 6 0 a >- m z 0 t re male 2/24/09 SCALE: N.T.S DWC. BY: AL CHIC BY: LFS DRAWING No.: FL- 10537.1 SHEET 7 of 10 © 2009 R.W. BUILDING CONSULTANTS IND. R :\A - Projects\Project Folders\proj 1401 - 1500 \PF 1454 \D. RWBC Drawings \FL- 10537\FL- 10537.dwg, 1 -8 It MASONRY OPENING 2X BUCK BUCK ANCHORING DP < =80psf X � bb, U Z O 11.08" MAX. ON CENTER MASONRY OPENING BUCK ANCHORING 80 < DP <= 100 psf HINGE JAMB CONCRETE ANCHOR NOTES: Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: 1/4" 1/4" 1 -1/4" 1 -1/4" ............... ............................... 2 -1/2" 1" 3" 4" 71 6" IT" MASONRY — OPENING FRAME -� 2X BUCK TYP. HEAD & JAMBS FRAME ANCHORING t Masonry 2X buck construction HINGE DETAIL X�W to 20 a STRIKE JAMB LATCH & DEADBOLT DETAIL a a o 4W m. � z 5c N a b) cL IA: �8 U, z 0 U, O z DATE: 2/24/09 SCALE: N.T.S DWG. er: AL alt BY LFS DRAWING NO.: FL- 10537.1 Er 8 of 1 Q HINGE JAMB MASONRY OPENING 6" • • .a 7 ex FRAME 1X BUCK s . v TYP. HEAD & JAMBS wpm. Mom o. • v v• FRAME ANCHORING Masonry 1X buck construction CONCRETE ANCHOR NOTES: I Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locutions noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: 1/4" 1/4" 1 -1/4" 1-1/4" 2 -1/2" In 3" 4" t r to • • • • • • • e� STRIKE JAMB LATCH & DEADBOLT DETAIL HINGE DETAIL Dr y 0 a m r 0 z Cn z 0 rn cc DAB 2/24/09 SCALE: N.T.S DWG. BY: CHIC. By: IFS DRAWING NO.: FL- 10537.1 SHEET 9 OF © 2009 R.W. BUILDING CONSULTANTS INC. 0 a 0 d uoi 1 � BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ,ITEM A 1X BUCK SG >_0.55 WOOD 30 DESCRIPTION CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS MATERIAL 2X BUCK SG 0.55 WOOD 31 DOOR SKIN 0.095' THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS C MAX. 1 /4" SHIM SPACE 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D E 1/4" X 2 -3/4" ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD /LVL MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) COMP. 35 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) STEEL G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4" X 3-1/4" ITW CONCRETE SCREW STEEL SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS J 1/4" X 3-3/4" ELCO OR 1W CONCRETE SCREW STEEL 41 DOOR SKIN 0.065' THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS 1 #10 X 2 -1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM. /WOOD 43 LOCK STILE (SMOOTH STAR) WOOD /LVL 2 INSWING THRESHOLD (IS300HP5) ALUM. /COMP. 44 HINGE STILE (SMOOTH STAR) WOOD 3 4 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) OUTSWING COASTAL THRESHOLD ALUM. /COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. ALUM./WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) STEEL 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 CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 9 10 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. JAMB (OAK) SG >= 0.55 WEATHERSTRIP WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD /LVL FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD /LVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE 15 SECURITY STRIKE PLATE STEEL STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.065' THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS 16 #8 X 2-1/2" PFH SCREW 17 #8 X 3/4" PFH SCREW STEEL STEEL 62 TOP RAIL (FIBER CLASSIC) 63 LOCK STILE (FIBER CLASSIC) COMP. WOOD /LVL 18 19 KWIKSET 200 SERIES PASSAGE LOCK KWIKSET 600 SERIES DEADBOLT STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. OTHRESHOLD Inswing adjustable Outswing standard 5.85" OTHRESHOLD Inswing adjustable OTHRESHOLD Inswing max. dp rating = +1- 50.0 psf 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE OTHRESHOLD Inswing self - adjust 4.56" L HEAD & SIDE Jamb OTHRESHOLD Outswing coastal to M a"� J TOR zo>� UN .. am 9 • a m da E a co z 0 O z DATE: 2/24/09 SCALE: N.T.S. DWG. BY: AL CHIC. BY: IFS DRAWING No.: FL-105.37.1 GHEE!' 10 of 10