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WS-09-1438Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 470 103 Street Miami Shores, FL 33138 -2457 1132060170720 Block: Lot: MARIE THOMAS MARIE THOMAS 470 103 Street MIAMI SHORES FL 33138 -2457 Valuation: Total Sq Feet: $ 3,000.00 0 Contractor(s) FLORIDA HOME IMPROVEMENT Phone Cell Phone (954)792 -4415 Type of Work: WINDOWS No of Openings: 2 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $1.80 $0.60 $120.00 $9.00 $50.00 ($50.00) $3.00 $134.40 Address In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Invoice # Total Amt Paid Amt Due WS -8-09 -35742 $ 134.40 $ 50.00 WS -8-09 -35742 $ 134.40 $ 134.40 $ 0,00 Check #: 3074 y Available Inspections: September 10, 2009 Date Cell } PR Expiration: 02/27/2010 For Inspections please call: (305)762 -4949 Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment September 10, 2009 1 CH-O6( � q2 -u�IS BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Miami Shores Village Building Department ,Z WOR AUG 272009 a B Y: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. GUSCR 14% Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) T'It'CIE 1 Phone # Owner's Address 410 KZ' 10 3 51 • MI b.M1 5140Q ,e5 FL 3313$ City I".%W't% 5H0 ZES State R. Zip 33 IbES Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # L1.3Zoto•o1T.O12O 410 NC 103 5T. Is Building Historically Designated YES NO County Miami - Dade Zip ' 3 38 Contractor's Company Name {= LCRIDA i4OCME I rireINEriedT Phone # q5u' ' fi 1 l 1 9 Contractor's Address 4.010 5W 30 .eats. City 44OLUI tt 0O0. State ft- Zip 5331 Z Qualifier Name t.oPN NE T ,BOIZ.IJE If Phone # State Certificate or Registration No. MC O (W tl l 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) liby - IY1 ` A.10 'o Phone # 99 .,4 O c.e.ce O Value of Work For this Permit $ 2,10 Square./ Linear Footage Of Work: Type of Work: ['Addition []Alteration ['New ] Repair/Replace 0 Demolition Describe Work: eEPuAcE 2 Ir"IPAOr 000 2-'3- Submittal Fee $ Permit Fee $ I 90- Notary $ Training/Education Fee $ 0' (00 Scanning $ (top Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ MAO et DPBR $ CCF $ CO /CC Technology Fee $ t� Zoning $ See Reverse side -* 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 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 no be approved and a reinspection fee will be charged Signatur O er or gent The foregoing instrument was acknowledged before me this Z5 day of A't►0O , 20at by MEME 114Dt'1A� who is personally known to me or who has produced As identification and who did take an o.. *v . Sign: Print My Commission Expires: APPLICATION APPROVED BY: * * * ** * * * * * * ** * *,* * * * ** * ** *** NOTARY PLXB11,IC: (Revised 02108/06) Contractor The foregoing instrument was acknowledged before me this Z.S day of Cao , 20 by WAYNE - .bOPIjETp who is personally known to me or who has produced identification and who did take an oath. NOTARY P C: Sign: Print My Commission E ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,782 Lot Size: 6,000 SQ FT Year Built: 1953 Legal Description: AMD PL OF MIAMI SHORES SEC 4 PB 15- 14 LOT 4 BLK 92 LOT SIZE 50.000 X 120 OR 13724 -359 0688 6 OR 26793 -0038 0309 30 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $55,368 $50,000/ $55,263 County: $50,000/ $55,368 $50,000/ $55,263 City: $50,000/ $55,368 $50,000/ $55,263 School Board: $25,000/ $80,368 $25,000/ $80,263 Folio No.: 11- 3206 - 017 -0720 Property: 470 NE 103 ST Mailing Address: MARIE J THOMAS 470 NE 103 ST MIAMI SHORES FL 33138- Year: 2009 2008 Land Value: $86,751 $192,567 Building Value: $123,229 $177,966 Market Value: $209,980 $370,533 Assessed Value: $105,368 $105,263 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Sale O /R: 13059 -0748 Sale Date: 10/1986 Sale Amount: $127,500 Property Information Map de.o Property Information Map Digital Orthophotography - 2007 This map was created on 8/18/2009 12:16:09 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 0 112 ft Summary Details: Property Information: Sale Information: Assessment Information: Exemption Information: Taxable Value Information: Page 1 of 1 http: / /gisims2.miamidade. gov /myhome /printmap. asp ?mapurl =http: / /gisims2.miamidade.go... 8/18/2009 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 -58.0 - 58.7 - 55.6 - 54.6 -53.8 -53.1 -52.5 16 ft ' +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44,3 - 55.9 +43.9 -55.2 +43.8 -54.5 +432 20 ft -66.1 +49.4 - 83.5 +48.1 - 61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44,5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 +49.0 - 62.9 +48.1 - 81.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 - 64.1 +49.0 -62.6 +482 -61.4 +47.6 -80.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 57.1 +50.8 - 65.1 +49,8 -63.6 +49.1 52.4 +48.4 - 61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 58.2 +51.6 - 682 +50.6 -64.6 +49.8 -63.4 +492 -62,3 +48.7 -61A +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 - 67.1 +51.3 -65.6 +50,6 -64.3 +49.9 -63.2 +494 - 62.3' --61 5 '+48.5 -60.7 +48.1 +48.9 326 -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 -66.5 +51.3 -85.2 +50.6 :-64.1 +50.1 -63.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67,3 +51.9 56.0- +51.3 -64.9 +50,7 - 84:0 +50.2 -63.1 +49.8 -62.4 +49.4 38 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 -84.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 -65.5 +51.4 -84.6 +51.0 -63.8 +50,6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 - 88.3 +53.0 - 67.2 +52.5 -66.2 +52,0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 It -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 - 68.5 +53.5 -67.5 +53.0 - 66.6 +52.8 -65.8 +522 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.8 - 692 +54,0 - 682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57,8 -74.1 +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 - 802 +59,9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 - 68.5 +54.0 -87.8 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.8 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -882 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 - 70.5 +55.4 - 69.6 +54.9 58.7 +54.5 58 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 +60.6 -7 7 .7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 Mean Roof DESIGN PRESSURES (PSF) - Zone 4 Tributary Area (Sq Ft) Hal h�_ 15 20 25 30 35 40 45 50 0 15 ft -50.4 +46.5 92 52 - 48.3 +44.4 - 47.6 +43.7 -47.1 -46.6 +43.1 +42,7 -482 +42.3 -45.9 +41,9 -45.5 +41.6 16 ft ' -D7. +47.1 -49.8 +45.9 - 49.0 +45.0 - 48.3 +44.3 - 47.7 -47.3 +43.7 +43.3 -46.8 - +42.9 - 46.5 +42.5 -462 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 - 502 +48.1 -49.5 +45.4 -48.9 .48.4 +44.8 +44.3 - 48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 - 52.2 +48,1 - 51.3 +47.1 - 50.6 +46.4 -50.0 -49.5 +45.8 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48,1 -51.6 +47.4 - 51.0 -50.5 +46.8 +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 -51.5 +47.6 +47.1 - 51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56'6 +522 -552 +50.8 -54.2 +49.8 -53.5 +49.1 52.9 -52.3 +48.4 +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 -53.2 +492 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 -53.9 +49.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 - 55.9 +51.3 54.7 52 5 +50.8 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft - 59.9 +552 -58.4 +53.7 -57.4 +52.7 - 56.6 +51.9 -55.9 -55.4 +51.3 +50,7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 - 57.3 +52.5 -56.6 -56.1 +51.9 +51.3 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 -56.7 +52.5 +51.9 -562 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 - 80.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 -57.3 +53.0 +52.5 -56.8 +52.0 -56.4 +51.5 -58.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 -592 +54.3 -58.5 -57.9 +53.6 +53.0 57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 +58,3 -61.7 +583..7 -60.6 - 59.7 +54.8 -59.1 -58.5 +54.1 +53.5 -58.0 +53.0 - 57.5 +52.8 -57.1 +522 -63.8 -66.3 4 61.6 -60.3 -59.6 -59.0 -58.5 -58.1 ; -57.7 i •••• ;58.8 +571 • +56, +55.3 :+54.e 6 .654.0 +53.5 +53.1 ` +52.7 ir 48 ft •64.4 -62.5 • 064L7 -60.8 •30.1 469.6 -59.0 -58.6 8 52 t • • • 4 459.4 +5 • eV/ +55.8 • +55.1 154.5 +54.0 +53.6 +53.1 • - 84.9 - 63.4 -822 -61.4 • -66.7 460.1 59.5: -59.1 -58.7 56 ft • +59.9 +58.3 • +572 +56.3 • x'53.9 • 4%5.0 +54.5 +54.0 +53.8 4 • • • 1 065.5 -06.9 466.8 -61.9 1652 •4;0.8 -80.0 -59.6 -592 ... 4 460.4 +514 i AO +56.8: *l.= • .655.4 +54.9 +54.5 +54.0 0 • -66.0 -64.4 -63.3 -62.4 -61.7 51.0 -60.5 -60.1 -59.6 ® 4 160.8 +i • 4-58' +572 • N.9 6 155.9 +55.4 +54.9 +54.5 4 •66.5 -64.6 -64.4 -62.9 •66.4. -61.5 -61.0 - 60.5 -60.1 1.1:411. , +59.7 • +58.5 +57.7.45i.g . t56.3 +55.8 +55.3 +54.9 57.5 -65.8 -64.7 -83.8 -88.0 - 62.4 -61.9 -61.4 -61.0 '4 1622 +ej) • t5b$ +58.5 • 159.9 • 457.1 +56.6 +56.1 +55.7 03/02/2009 - 5:01 pm troyb F:103 Elements \10 Loading \11 Calculators'ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES • • •• • NM m 0 1 fA • •• 8 R •MARIIIS 3 !NIT ISSUE GI REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 r - °J THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARM, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND MVALD)ATE CUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' 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 =1O ,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 D!MENSION 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. 1 ELEVATION 1 WALL ZONE FIGURES 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 09885 MRH =O -601 BASED ON Kd =0.$5 SEE TABLE NOTES FOR ALT Kd CUSTOMER NAME 1 -4 . • • ••• • • • • • • • • • • • • • • ••• • • • • •••••• &idaressr4ar- 0es ®�sc�azra�n'� LEAD NUMBS PE DFPROPERTY:.;_ dot . HEIG o = : MEASURINGTECW H7 ' FLOOR NUMBER EASUR ATE gza�a TOTAL FLOORS • • ••• • . -•• MI NUMMIMMOMMOMMMMWM MMIIIMOWN 111110 •i WEIMMOMMISNI M1 M■i■■ ■ � • II ■W .0�W� 111 1 L , rimm ■ � ■ ■ , 1 MINN MOM INIMINIIIIII II NI 111111111111 IMMO ri11111112I lb, MEW . 1111 I =.■■■l ■ ■ ■■'- 1 EimIns M■ .g ■■l�iS INNIIMME •i ■,I■ mom „um wismilmiss ■ ■ 1 ■ ■■■■■■■ U lPI1!! 1 I I ._L QQ E. - (oV) i) 1 0 -I b in -1 4 vo GS ° Florida Building. Code Online jhiti,i Bas Home I Log In I User Registration 1 Hot Topics I Submit Surcharge 1 Stets & Pace I Publications Product Approval USER: Public User Product Aooroval Menu > procluct or Anollcatlon Search > Anglication Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code R — on 2007 Approved 1 Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologles.us Steve Jasperson sjasperson@tttechnologles.us Wendell W. Haney • • • •• • • • • • • • • Evalua o rom a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received PE -54158 National Accreditation and Management Institute 12/31/2011 LF. Schmidt, P.E. I. Validation Checklist - Hardcopy Received FL8841 Ri COI CERT OF INDEPENDENCE.pdf • •• ••• • • Standard • • • Accepted Engineering ' ttl‘q,: • • • ASTM E1300 ASTM E1300 TAS 201, 202, 203. • • ••• • • • • • • • • • • • • • •• • • ••• • • • • • • • • • •• • • • • •• • • • • •• • • Year 2007 2004 2002 ••• • .1994 • • • • • • • • • • • • • • • • • • • •• • • ••• • • • ••• • • • • • • • • • ry • 1 1 •, 1 • ,._..,.._ _.__ a4.1 TCrx • • • • • • • • • •• • • • • Page 1 of 4 • • •/i aInna Summary of Products n. fF Model Number or Name L Descri • tion x 6'8 "Impact" Steel Single Door - Inswing or 1 Outswin• X Confl •uratlon 18841.1 A. "Construction Series" 13'0 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 8841.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. j Installation Instructions FL8841 Ri II INST 8841.1.pdf Verified By :. Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.1.pdf Created by Independent Third Party: Yes 8841.2 I B. "Construction Series" 3'0 x 6'8 "Impact" Steel Single Door with Sidellte - INST 8841 2,pdf onfl�urations nstallnst I ation Instructions Nructions ,Limits of Use Approved for use in HVHZ: Yes — - -_ IInstafl Approved for use outside HVHZ: Yes I Impact Resistant: Yes I Design Pressure: N/A (Evaluation Other: See INST 8841.2 for Design Pressure Ratings, 1 any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Reports FL8841 Ri AE EQ- E84- OO- 04.pdf FL8841 R1 AE EVAL 8841.2.pdf Created by Independent Third Party: Yes 8841.3 IC. "Construction Series" ,3'0 � jinswtn! x 6'B "Impact" Steel Single Door with Sidelltes- ar Outswine OXO Configuration Installation Instructions FL8841 Ri II INST 8841.3.pdf 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 8841.3 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes. Evaluation .Reports FL8841 Ri AE EO- E84- 00-04.pdf FL8841 R1 AE EVAL 8841.3.pdf Created by Independent Third Party: Yes 8841.4 D. "Construction Series" 6'0 x 6'8 "Impact" Steel Double Door - Inswing or Outswing XX Conn • uration 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 8841.4 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.4.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EO-E84- 00- 04.Ddf FL8841 R1 AE EVAL 8841.4.pdf I Created by Independent Third Party: Yes j 8841.5 ' 1 E. "Construction Series" 16'0 x 6'8 "Impact" Steel Double Door with Sidelites - I Inswing or Outswing (OXXO Conflguratlon)conflgurations up to 8'0 In height) Limits of Use Approved for use In HVHZ: Yes Approved for use otitside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.5 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized I for areas Inside the HVHZ Installation plietritotkmis • • . • • • • • FL8841 Ri I INST Q$4i! S•pdt • • Verified By: Werndella/1. HaneypP E. 548 • Created by Indeperedett T'Ialgd hit' :: e: • • • Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.odf :: • - - • ::' - Created b de r dent 3"fllgdPar:y: Ye • • •• • • • • • • • • • 8841.6 IIF. "Premium Series" 3'0 x 6'8 "I'lri)i'acf" S1441e iDger - Inevengkr _ Outswing (X Configuration) Limits of Use • Approved for use Iri HVHZ: Yes Installation Instructions FL8841 R1 W.J 1Sir 8841. • pcif • • • • • • • • • • • • • Florida.Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 07/09/2008 07/14/2008 09/15/2008 Page 2 of 4 • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • 1 . ,441 1/1 Q /7(1fQ Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: N/A I Other. See INST 8841.6 for Design Pressure Ratings, (any addltlonal use limitations, Installation instructions and product particulars. Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ 84.00- 04.pdf FL8841 R1 AE EVAL 8841.6,pdf Created by Independent Third Party: Yes 8841.7 G. "Premium Series" 3'O x 6'B "Impact" Steel Single Door with Sidellte - I nswln• or Outswing XO or OX Conti. urations 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 8841.7 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ Installation Instructions ( FL8841 R1 II INST 8841.7.pdf Verified By Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 Ri AE EQ- E84- 00- 04.pdf FL8841 Ri AE EVAL 8841.7.odf Created by Independent Third Party: Yes 8841.8 H. "Premium Series" 3'0 x 6'8 "Impact" Steel Single Door with Sldelites- l Inswln• orOutswin_ OM) Confil•uratlon _ Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes j Design Pressure: N/A Other: See INST 8841.8 for Design Pressure Ratings, any additional use limitations, Installation Instructions Wand product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.8.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.8.pdf Created by Independent Third Party: Yes 8841.9 I. "Premium Series" 1 6'0 — I �Installation HVHZ: Yes HVHZ: Yes (Evaluation for Design Pressure Ratings, 1 installation Instructions x 6'8 "Impact" Steel Double Door - Inswing or Outswing (XX Confl a uratlon instructions -- _ - - -�. — - -� FL8841 R1 II INST 8841.9.pdf _ Llmits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.9 any addltlonal use limitations, and product particulars Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Reports FL8841 R1 AE EQ'E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.9.pdf I Created by Independent Third Party: Yes 8841.10 . "Premium Series" I6'0 x 6'8 "Impact" Steel Double Door with Sidelites - (Inswing or Outswln• OXXOConfl ,uration � Instaliation Instructions — — FL8841 R1 II INST 8841.10.pdf _ 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 8841.10 for Design Pressure Ratings, any addltlonal use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation. Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.10.pdf I j Created by Independent Third Party: Yes I 8841.11 k. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door - Inswing or Outswln X Confl uratlon 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 8841.11 for Design Pressure Ratings, any addltlonal use limitations, installation Instructions and product particulars. Installation Instructions FL8841 R1 II INST 8841.11.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EO E84 00 04.olf FL8841 Ri AE EVAL 8841.11.pdf ! Created by Independent Third Party: Yes 8841.12 1. "Premium Series" 3'0 x 8'0 "Imppgt " - el Ingle Door with Sidellte - Inswing or Ostswin • 4or•OX C • utatiptS 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 8841.12 for Design Pressure Ratings, any addltlonal use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation 7nstr . tops. • • •.. • - , ■ ll : : - - '-'' • • . • Verified By: Wen •e . aney, P.E. 54'1.513 Created by Independent Third Party: Yes Evaluation Reports FL8841 tlf •AF. tp- E84 -01; 04.p f • • • • • • • • • • Created y dependent tlIrc:Pirty! Yf S • : : • 8841.13 (I M. "Premium Series" 3'0 x 8'0 "Impact" Steel Single Door with Sldelites- Inswln • or Outswing OXO Configuration - -- - - - - - - -- Flarida.Building Code Online • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• ••• • • • ••• • • Page 3 of 4 .... 0r' Tau /1 Winne 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 8841.13 for Design Pressure Ratings, ° any addltlonal use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas Inside the HVHZ) Installation Instructions FL8841 Ri II INST 8841.13.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE EVAL 8841.13.pdf Created by Independent Third Party: Yes 8841.14 N. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door - Inswing or outswing (XX 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 8841.14 for Design Pressure Ratings, Z any additional use limitations, installation instructions and product particulars. Installation Instructions FL8841 121 II INST 8841.14.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf F1,8841 RI. AE EVAL 8841.14.pdf Created by Independent Third Party: Yes 8841.15 O. "Premium Series" 6'0 x 8'0 "Impact" Steel Double Door with Sldelites - Inswing or Outswing (OXXO Configuration) Umits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8841.15 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars, (Note - ASTM E1300 -02 utilized I N I for areas Inside the HVHZ) Installation instructions FL8841 R1 II INST 8841.15.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ E84 00 04.pdf fl FL8841 R1 AE EVAL 8841.15.pdf Created by Independent Third Party: Yes 18841.16 P. "Premium Series" 3'0 x 70 "Impact" Steel Single Door in a Split Jamb Steel Frame - Inswing or Outswing (X 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 8841.16 for Design Pressure Ratings, any addltlonal use limitations, installation Instructions and product particulars. installation instructions FL8841 R1 U INST 8841.16.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ-E84-00-04.p_df FL8841 R1 AE EVAL 8841.16.pdf u Created by Independent Third Party: Yes 8841.17 Q. "Premium Series" 3'0 x 7'0 "Impact" Steel Single Door in a Residential i Hollow Metal Steel Frame - Inswing or Outswing (X 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 8841.17 for Design Pressure Ratings, any addltlonal use limitations, installation instructions and . roduct •articular;, installation Instructions FL8841 RI II INST 8841.17.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL8841 R1 AE EQ- E84- 00- 04.pdf FL8841 R1 AE eval 8841.17.pdf Created b Inde•endentThird Pa : Yes Florida Building Code Online Bach I DC& Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shuman! Oak Boulevard • • • • • • • Tallahassee, Florida 32399 -2100 • (850) 487 -1824, Fax (850) 414 -843B • • : •• © 2000 -2005 The State of Florida. All rights reserved. c t ant! Il ls � I r Product Approval Accepts; • • • • • • • • Next MIMS • 0 • •• • •• • • • • • • •• • • • -• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • ••• • • Page4of4 r1 / • • Tr,TT n l'1 r\ /n (IAA Report No.. Date: ASTME84 -00 R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 EQ- E84 -00 -04 May 22, 2008 Evaluation of Equivalence of ASTM E84 -00 to ASTM E84 -04 ASTM E84 04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.415 ° F 50±5 %RH Test Spechnen: 20 -1/4" 13/4" x 24'th1/2 ", butted against vent end bf chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" 11/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.415 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4 ±5 shall be 24015 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke.density photocell at 15 second intervals Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5 ° F 50±5 %RH Test Specimen: 20" to 24" wide x 24'thl/2" long, butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 50-4-5 %RH procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5 ° F, shall be 24015 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120thlS aeweads.prior tp applying jest flame. 5. Ignite gal (nature oo a$e)NtnO,r adjusted to . 5,000 Btu/Min. • • : • • : • • 6. Record ttaane'fi'oht t tttel dlstailc6 veiSus time at 30 second intervals or each 2' of flame front travel. •• • • ••• 7. Recortsmoadensjtyl3hoy cell11; OcOnd • • • • • • • • • • • intervals• • • • • • • • • • • • • •• • • • R :ILIBRARIES \Codes & Standards \TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\BQ- 184- 00- • Y4.4o°. • • • : :Page 1 of 2 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTM E84 =00 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT 97.5 ft-min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - AT). Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (AR under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / ARC) times 100, then rounded to nearest multiple of 5. ASTME84 -04 Continue ontinued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When A > 97.5 ft-:min, FSI = 4900/(195 - A Smoke' developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the 2. Determine the total area (AR under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / AR times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC and therefore meets the intent of the code. Wendell W FL P.E. # 415 z2-cr C5 .• • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • •• • • • • • • • • • ••• • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • R: \LIBRARIES \Codes & Standards \TEST STANDARDS\EQUWALENCY OF STANDARDS REPORTS'S- 184- 00.04doo • • • Page 2 of 2 • • • • • • • • • • • ■• •• • • • •• •• ••• • • • ••• • • �- R W Building Consultants, Inc. Report No.: FL- 8841.1 R1 Date: May 22, 2008 Product Category: Exterior Doors Product sub- category: Swinging Exterior Door Assemblies Product Name: "Construction Series" 6'8" Steel Door Inswing / Outswing "Impact" Manufacturer: PF1225 B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report 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 Wendell W. Haney, P.E. (System ID # 1993) for Therma Tru Corporation based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, 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- 8841.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, PIE. (FL # 54158) for specific use parameters. •• ••• • • • • •• • • • • • • • • • • �, M / . • • ••-• • Wendell 4 try,'P.E• • • • FL No. 41 May 22'.008.• ••• .• .•. •• •• •. • • • • • •. • • • • • • • • • • • • • • • • •• • It . •;• • � S$eetl b= s • • • • • • • • • • • • •• •• • • • •• •• ••• • - • • ••• • • PF1225 Limitations 9. See drawing FL- 8841.1 for size and design pressure limitations. Wendell W e , P.E. FL No. May 22, 2008 •• ••. • • • • • 00 • . • • .. • • • • •.• • • •• ••. •• • • • 00 0I0 • • Siieat Igfi3 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 "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 8841.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for "HVHZ ". 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" 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." •• • • ••• • • •• •• • • • • • • • 00 • • • • • • • • • •• • • • • '• • • • • • • • • • • • • • • •• • PF1225 Supporting Documents A Drawing 1. Drawing No. FL- 8841.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84 -00 -04 signed and sealed by Wendell W. Haney, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, signed by William E. Fitch, P.E. 2. Materials (Polyurethane foam core) testing per ASTM D1929-96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01- 106 -18, signed by Joseph A. Reed, P.E. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01 -741- 11004.0, signed by Joseph L. Dolden, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 10622.0, signed by Joseph L. Dolden, P.E. C 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 -0717- 1, ETC 01- 741 - 11004.0 and ETC 01- 741 - 10622.0. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Thema Tru Corporation is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. eridell W. FL No. 5= 5:N May 22, 2008 • • :p ,•• • •• • • • • • • • •.. • • ••• 0• '.' . • .•• •• • • • • • • ••• • • •• • • • • ..... .. • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • Sleet3�of3. .., 1 • • • • • • • • • • • • •• .• •• • • • ••'•• • • • ••• • • •••• • • 1HERMA1TRU° THERMA TRU DOORS 1 1 9 INDUSTRIAL DR., EDGERTON, O 4351 7 TEL. (41 91298-1 740 "CONSTRUCTION SERIES" STEEL DOOR INSWING / OUTSWING `IMPACT' GENERAL NOTES 1. 1'hisproducthas been evaluated and kb compliance with the 2007 Ffodda Building Code (F8C) structural requirements including the "High Verily Hurricane lone" (live¢). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base sLiu l shaft 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'(iVHr requiring wind borne debris potectionthis product camp6eswllh Section 1609.1.2 of the 2007 FBC and does not require an Impact resistant covedng.lhis product meets ruble levet'ti".and includes Wind lone 4 as defined In AStivt E1996. 5. For 2x stud Lira Ig construction. anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the deters of Hs drawing require further engineering analysis by a licensed engineer or registeredandnitect. 7, Ouiswing con using coastal outswing item #39 meet waterinfatration requirements for' WT. 8.'mwing configurations and outswing configuratons using Item #31 do not meet the water Mallon requirements for the °HVHT shaft be installed only in non - habitable areas or at habitable locations protected by an overhang or r c than canopy such that the angle between the edge of canopy or overhang to s91s less th • AS • • • . s• • • "'SUMP OF CONENIS SHEET* 1 2 1. 3 •1 4 • 5 • 6 trACRT}'pON - TANCdelevWiore dergn prgsnces & general notes • • H �� cross sections YcrtIcoLaoss secijpfts• • • find frame osldncrrina- buckmasoray =simian troame erchoring - V masonry construction • 7 • • gittn terla1s & Eamponeyfs • • 37.8Cr MAX. OV>H 1 0 0 L�J • z D to O z acre 4/24/08 SCAM N.T.S. owo. es AL oak ens WWH nwurwa NCO FL- 8841.1 SWEET 1 OF 7 • •• • • • • •• •••• • • • • •• • • • • • te m a 0 36.o MAX. -- DOOR --- PANEL WIDTH en CD v O DOOR PANEL Construction series •••■ • • • .• • •••••• •• • • •• • • •••• ••• • • • • •••••• •••• • • • • • • • •••••• •••••• • •• ••••• • • i ••• •• •• • • • • •• •••• •• • •••• • • • • • • •• •••• • •• • •••• • • • T _ P RAIL I.13' r* ‘ _1. HINGE STILE EXTERIOR INTERIOR 11 HORIZONTAL CROSS SECTION 2 O LATCH STRE 1 r1 - i b5 BOTTOM RAIL EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 • r m 0 Z oaa 4/24/08 szsm N.T.S. oerts on AL cHx. en WWH MUM10i Nme FL- 8841. sow 2 OF 7 • • • OOOOOO • •• • • • • •• •••• • • ••• • •• • • • • • 0 z h 1 m ta 00 s • t • • •••••• • • • •••••• zz� 0e • �? ••e• • • • • • • i-W MIN. ••ii P 'I • • 0 0 00 0 4 a • • • • ••• •• • • • • ais CSING (1YP4 • HOSEINT .L CROSS SECTION Inswing iontilotion gar D ••■■1111.11.. INTERIOR EXTERIOR INTERIOR CROSS SECTION ()HORIZONTAL Shownw /1X sub-buck subsfd ling concrete screws for wood screws per Section 1714.5.42 of the FBC EXTERIOR C) HORIZONTAL CROSS SECTION Inswing configuration 0 o 8 ` i zz s • •••••• G a k a 0 Ip m D z z 0 nue 4/24/08 N.T.S. VAL Br AL cm WWH COMM Mt FL— B841.1 stir 3 of 7 • •• • • • • •• • ••• • • • •••••• • •• • • • • • m tr 9 • • •••••• • • •••••• • • • • • ••••• • • 1' MIN. FROM MASONRY EDGE (WIN PIN INTERIOR EXTERIOR 0 VERTICAL CROSS SECTION Inswingcorigaaton 1" MIN. FROM MASONRY EDGE --- • •••• 2 -1/2 MIN. FRAM 2 -1/2 MIN. FROM ••••• • • MAJf3 E MASONRY EDGE • i •• •) (TYr. •••S• • • • •• •• � VER71C'\L C� SECTION Inswing g see general aka sheet 1 tor Water !nitration D(TERIOR 2 -1/7 MIN. FROM 2 -1/2" MIN. FROM MASONRY EDGE MASONRY EDGE Tn�a Tom•) 5 VERTICAL CROSS SECTION 4 Offing ccnfIrgur�t 1 see general notes, for'HVFr water Infiltration requ INTERIOR 2-1/2" MIN. FROM MASONRY EDGE Tom'•) ° VERTICAL CROSS SECTION Shown w /1X sub -buck arbstilulcg concrete screws tar wood screws per Section 17145.42 of the FBC EXTERIOR 2 MIN. FROM MASONRY EDGE — —• Iraq 2-1/2" MIN. FROM MASONRY EDGE 4 VERTICAL CROSS SECTION e) Outswing configuration see general notes, sheet 1 for "NWT water infiltration requirements 2 -112" MIN. FROM MASONRY EDGE (MN z r m O Z DATE 4/24/08 srxa N. T.S. arn erz AL sac. air. WWH mawua Nat FL- 8841.1 s•a 4 of 7 • •••••• • • • •••••• • •• • • • • •• •••• • • •••• • 000000 • •• • • • • • BUCK ANCHORING • STRIKE JAMB MASONRY OPENING FRAME 2X BUCK ay TYP. HEAD & JAMBS FRAME ANCHORING 1 Masonry 2X buck construction = 0 HINGE DETAIL HINGE JAMB n !Aral & DEADBOLT 0ETAIC NOTES: 1. we Hco Concrete screws anchoring 2x buck require a r nd:num 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearpripp fp adjacent concrete screws. Subsiitufion of equal concrete screws from a dferent supplier may have different • edgetBstance End own* distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum • • elige•itstance to If Oencrgte screw locations noted as WAX. ON CENTER" must be adjusted to maintain the minimum ` edge'dlstance taareclrtpr joints, od rEil ai Concrete screws may be required to ensure the maximum on center dimension Is not • • •coded. • • • • • • 1 ITW concrete screws ac hodr iir p e dhd /or sill require a minimum 2 -1/T clearance to masonry edges, a 1 -1 /4' minimum • • *embedment qpd a rkirnum 3' clearance Po adjacent concrete screws. Substitution of equal concrete screws from a different supplier • ,riowbave dfffererrf edgy dstanct art confer distance requirements. Concrete screw locations at the comers may be adjusted to • waTtain the miltdtattstedge tgp je tt Rieder joints. If Concrete screw location noted as "MAX. ON CENTER" must be adjusted to • • RreiAtahi the mipigrum ldge distance to mortar joints, addltionai Concrete screws may be required to ensure the maximum on center • dm@nsfon is rlbt ex•eeiled. • • • • • • •••••• • •• •••• • • • tux 0 O a z mass 4/24/08 scum N.T. ram er: AL aac an WIN WAIVING Nfla FL- 8841.1 WED' , 5� ar 7 • • • •••••• • •• • • • • •• •••• • • •••••• • •••••• • • • • • • • • NOTES: 1 Rigors STRIKE JAMB ••••• MASONRY OPENING FRAME IX BUCK • TYP. HEAD & JAMBS SEE NOTE 1 Omme b FRAME ANCHORING Masonry IX buck constnucfion •••• • 1 WC ff W cart' tb srlews anchoring frame and /or siirequire a minimum 2 -1/2" clearance to masonry edges, a • • • i • • 1.1/4' minimum emBedmentdnd andnimum 3" clearance to adjacent concrete screws. Substitution of equal concreteedte tarn a dlifereet suppp6r may have different edge distance and center distance requirements. • • • • • Eoncrete WSW 191.aficins at the comers may be adjusted to maintain the minimum edge distance to mortar • • Joints. If Concrete screw bccGags noted as MAX. ON CENTER° must be odJusted to maintain the minimum edge • distance to Au' iu joints, adeit•,Ql4ncrete screws may be required to ensure the maximum on center • • • • • TLrnenddh Is not4exceeded, •• •• • • A• 3/16 17W MA& screws dhslssingjrame and/or sE require a minimum 2 -5/8" clearance to masonry edges, a • • 1 -1 /4" mlMnam embedment g r i d a minimum 2 -1/4" clearance to odJacent concrete screws unless otherwise • 'noted 4 Gon15: • � screw nranuf•••• o c er. •••••• • • • HINGE JAMB q SEE NOTE 1 LATCH b DEADBOLT DETAIL HINGE DETAIL SEE NOTE 2 SEE NOTE 2 •m, ... R O m we 4/24/08 N.T.S. Dn. Er: AL mac. Bt H`WH DRAM* taz FL- 8841.1 srezr 6 or • • • •••••• • •• • • • • •• •••• • • ••• • 0 00000 • • • • • • • • BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 8 2X BUCK SG >= (155 WOOD C MAX. 1/4" SHIM SPACE WOOD 0 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4"X 1-3/4°11W CONCRETE SCREW STEEL G 3/16° X 3-1/4" PFH I N CONCRETE SCREW STEH. H 1 /4"x3.1 /4° PFH ITWCONCRETE SCREW •STEEL I 1/4" X 2 -1/4" PFH IIW CONCRETE SCREW STEEI. J 1/4" X 3-3/4' PFH I1W CONCRETE SCREW STEEL K #10 X 2" PFH WOOD SCREW STEEL L #10 X 2-1/2° PFH WOOD SCREW • STEEL 7 SHORT REACH COMPRESSION WEATHER -STRIP (MERMA TRU) FOAM 8 LONG REACH COMPRESSION WEATHER - S1RIP (THERMA -TRW FOAM 9 4X4 HINGE .097°THK./THERMA -TRU) 10 #10 X 3/4 PFH WOOD SCREW (HINGE TO FRAME) ' STEEL 11 #10 X 1" PFH WOOD SCREW STEEL 17 KWIKSET THAN 700 SERIES PASSAGE LOCK STEEL 19 HEADER JAMB (4.656° X 1.25' THERMA TRU. PINE) SG >= 0.42 WOOD 20 SIDE JAMB (4.656° X 1.25" THERMA -TRU) SG >= 0.42 WOOD 21 KWIKSET TITAN 700 SERIES DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL DEADBOLT PLATE 5T® 31 BUMP FACE THRESHOLD LOW PROFILE ALUM / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING SADDLE THRESHOLD ALUM .COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CONSTRUCTION SERIES DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 41 DOOR SKIIt 25GA (J)1r MIN. Fy = 27.130 PSI MIN.) STEEL 42 TOP RAIL COMP. 43 WEIR FIE WOOD • 44 HINGi STIL.fi WOOD i 45 BOW/e . • • - . COMP. • 46 PZITURET NE FOAM'(BASFA.9Ibs. DENSITY) FOAM • •••• • OOOOO • • • •••..• • • • •• ••••• •••• • • •••.• •• • • • • • • • • • • • • • OOOOOO •• •• • • •••••. •S•• • • •••.•• m4 HEAD d SIDE Jamb t---- 4.625' 31 BUMP FACE THRESHOLD IOW PROFILE O SELF ADJUSTING SADDLE TNREHOW 4.60' MIN. 0 HIGH WATER DAM THRESHOLD el EN 0. a §o E o0 O Z Z 0 DATE'. 4/24/08 N.T.S. SCALD OVAL BY& AL rt0C en WWI DRAWL• Im.s FL- 8841.1 stria 7 or 7 • • • OOOOOO • •• • • • • • • . • ••••.. • •• • • • • • a 0 0 z 0 m 0 m 0 _ ' M � \����.�-� nrn� 3 -to ,esVi,|� - APPROVED BY CN| ZONING DEPT BLDG DEPT . if- SUBJECT TO COMPLIANCE VNTH ALL FEDERAL GTATEANDCOUNTYRULES AND REGULATIONS 0- 01.-1143g NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. l" E �9%tcfL TAX FOLIO NO. 1 1. 3 . OI7 ' C>T1 ° STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of _property and street/address: N PL.Of rtIAPtt 51dCPE.�"3. IAr N U . IB' 92. 4/0 NE I T. t'ttartt S HOP. ,), Ft. D5Ixt. 2. Description of improvement: IDOCH25 3. Owner(s) name and address: rukf,tE 1110141■5 Interest in property: OUMO Name and address of fee simple titleholder 4. Contractor's name, address and phone number. FHA - 4070 SW 30 Avenue Hollywood, Florida 33312 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida d ignated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statut Name, address and phone number. 8. In addition to himself, Owners designat 713.13(1)(b), Florida Statutes. Name, address and phone number. vv _— u uy ru ea . vurr 9. Expiration date of this Notice of Commencement: B (the expiration date is 1 y "�S�" fly I r f nt. `speed) & MENC ° - ° ARE CONSIDERED ATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT ` =E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER TH IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13. OR RECO' / %ING YOUR NOTICE OF COMMENCEMENT. 1, j ) oLO wne Signs By Pri e TM >. Office -92 PAGES 11/07 . crio iwc' 145 54- ICtE9, fc• 3JI)8 Florida Home- Improvement Associates orized Officer/Director /Partner/Manager By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE A �.r The foregoing instrument was acknowledged before me this Z5 day of B r'IOeLE 1 - 4or'va5 g Individually, or la as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: creouLIA MALT ILJ . (SEAL) VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Sign / ) o` Ow -) or • er(s)'s R' 3 Officer/Director/Partner/Manager who signed By s �. 1 / By 1 11111111111 11111 11111 11111 11111 111111111 1111 :IFH 2009R0645944 OR Bk 271003 Ps 3623P tips) RECORDED 09/08/2009 09:17:06 HARVEY RLJVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 6e. 63P X101°0 -zraag. Fi 1I-Pw .,aaa) -333►7 . Zo o9