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WS-12-69• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168790 Permit Number: WS-1 -12-69 Scheduled Inspection Date: February 13, 2012 Inspector: Bruhn, Norman Owner: SCHAFER, MARCENE Job Address: 381 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)758 -2837 Parcel Number 1132060135650 Phone: (561)333 -5042 Building Department Comments CHANGE OUT DOOR Passed / ?a Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 10, 2012 For Inspections please call: (305)762 -4949 Page 4 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 312 \IA °AL' INSPECTION'S PHONE NUMBER: 1 1 Tel: (305) 795.2204 Fax: (305) 756.8972 (305) 762.4949 Permit No. W 'S a-40°1 Master Permit No. UILDING PERMIT APPLICATION FBC20t ) Permit Type: BUILDING ROOFING / Owner's Name (Fee Simple Titleholder) /1 e reef) a. S 4 ei Fe r Phone # Owner's Address 3 F S/ - City State K"( Zip 3 3 / 3g Tenant/Lessee Name Email RECEIVED JAN 17 2012 Y:.. ?5•13 28 37 Phone # Job Address (where the work is being done) 3e / c- / cr ..5 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # (- 3 00 , , 0/ 3 ~ -CZ-5 Z Zip J3.> f 3 C' Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 3 j CC � (� -(G � Phone #(171 /" 33 3 -? Z) (6 Contractor's Address (3 'C ( % .1.1 CA' S--10 -- 1 5 1 I )`►-ff-- City GJ State Zip 3 Yf Qualifier Name .._iC/,.7,-yi �S // /D a.{ ) / S Phone # State Certificate or Registration No. ( 6 £ 022 8 / Certificate of Competency No. Contact Phone f\. 'LJ p / 9)1/- .37/0 - /(,C 5- E- mail /0e / „ e %LlCf'l /Lt..G� Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Phone # ['Alteration Square / Linear Footage Of Work: ['New [Repair /Replace Y AP ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * ** * * * *** * * * * * * * * * * * * * * * * * * *** 45'1) Submittal Fee $ Permit Fee $ /...//0 CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ t� 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 not be approved and a reinspection fee will be charged. � L Signature. = , j�l• Owner or Agent The foregoing instrument was acknowledged before me this day of Sf:i+l.iAc;tt, 20 12., by Ai ;, (1 • _ . (11,tt:i `, who is personally known to me or who has produced Lr1(11: - .1)V.c , As identification and who did take an oath. iNtki—ARY PUBLIC: Signature i. 1G {. tn.nri Contractor The foregoing instrument was acknowledged before me this /0 day of '" j( 6, e 1 ; 20 /2- by jGl,-rvtYs: who is personally knovvnf to me or who has produced as identification and who did take an oath. S. BUZZANELL MY COMMISSION # DD 976361 , EXPIRES: April 26, 2014 L. Sign: ' - of N Bonded Thru Notary Pubic Underwriters Print: C l 1 LiCt..,.� `. My Commission Expires: Li \ ) l `1 '-\ TARY PUBLIC: Print: et .t /Ccc NOi111(Y F I,IC,sTTTE OF FLO My Commission ...1 s:8 RIDA t,71 .Commission #DD8 Sn UPues: 6644 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ***** � ** 7 � 0 : * * * * * * ** APPROVED BY /,L-. Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Clerk checked 1 PERMIT #: I Miami Shores Village APPROVED ZONING DEPT 36" X 80" BLDG DEPT BY DATE STATE ANU eC IJN f ICE WTTH ALL FEDERAL I,LES AND REGULATIONS T B A REPLACE DOOR IN 1 OPENING ONLY. JAN 1 7 1-` QA- -7 LESS THAN 25% OF TOTAL GLAZED AREA TO BE REPLACED UNDER THIS PERMIT. SHUTTERS NOT REQUIRED PER 2007 FBC,EXISTING BUILDINGS, 606.4, EXCEPTION #2. SEE GLAZED AREA CALCULATION SHEET FOR OPENING RELATIVE PERCENTAGES. OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESI_, PRESSURES POS. NEG. COMMENTS 1 I 36 180 20.00 4 44.4 1 -48.3 FL12060.1 60.0 1 -60.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOOR. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 9 FT 3 IN SCHAFER RESIDENCE 381 N.E. 98TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 „t 0 -15 ft -50.4 -49.2 +48.5 +45.2 -48.3 +44.4, 47.8 +43.7 -47.1 +43.1 -46.8 +42.7 482 +42.3 45.9 +41.9 - 45.5 +41.6 0 -15ft 62 2 +46.5 -59.8 +45.2 -58.0 +44.4 56.7 +43.7 -55.8 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 52.5 +41.6 18 ft -51.1 -49.8 +47.1 +45.9 .0 +45.0 - 48.3 +44.3 - 47.7 +43.7 .47.3 +43.3 -48.8 +42.9 - 48.5 +42.5 -48.2 +42.2 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 -52.4 -51.1 +48.3 +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 18 ft -64.8 +4&3 - 82.1 +47.0 - 80.3 +48.1 - 58.9 +45.4 -57.8 +44.8 -58.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 ft -53.5 -522 +49.4 +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 20 ft -88.1 +49.4 -63.5 +48.1 - 81.6 +47.1 -602 +46.4 - 59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -58.4 +44.5 -55.8 +44.2 22 ft - 54.6 -53.3 +50.4 +49.0 -52.4 +48.1 - 51.8 +47.4 - 51.0 +46.8 -50.5 +48.3 -50.1 +45.8 -49.7 +45.4 49.4 +45.1 22 ft - 67.4 +50.4 -84.8 +49.0 - 62.9 +48.1 - 61.4 +47.4 -602 +48.8 -59.2 +48.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft 55.8 -54.3 +51.3 +49.9 - 53.3 +49.0 -528 +48.2 - 520 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +48.3 -50.3 +45.9 24 ft 58.7 +51.3 - 88.0 +49.9 -64.1 +49.0 - 62.6 +482 -61.4 +47.6 50.3 +47.1 -59.4 +48.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 -55.2 +52.2 +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 26 ft -69.8 +52.2 -67.1 +50.8 -65.1 +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 28 ft -57.5 -56.1 +53.0 +51.6 - 55.1 +50.6 - 54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -68.2 +51.6 -66.2 +50.6 -64.6 +49.8 - 63.4 +492 - 82.3 +48.7 -61.4 +482 - 80.6 +47.8 -59.9 +47.4 30 ft -58.3 -56.9 +53.8 +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 30 ft -72.0 +53.8 -692 +52.3 -87.1 +51.3 - 65.6 +50.6 - 84.3 +49.9 - 832 +49.4 - 82.3 +48.9 -81.5 +48.5 -60.7 +48.1 32 ft -59.1 - 57.7 +54.5 +53.1 -56.7 +52.0 - 55.9 +51.3 - 552 +50.6 - 54.7 +50.1 -542 +49.8 -53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 - 88.5 +51.3 -85.2 +50.6 - 84.1 +50.1 - 83.1 +49.8 - 82.3 +492 -81.6 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 - 56.6 +51.9 - 55.9 +51.3 - 55.4 +50.7 - 54.9 +50.2 - 54.5 +49.8 -54.1 +49.4 ft -73.9 +55.2 -71.0 +53.7 -88.9 +52.7 -67.3 +51.9 -88.0 +51.3 54.9 +50.7 - 84.0 +50.2 - 83.1 +49.8 -62.4 +49.4 36 ft 60.8 -59.1 +55.9 +54.4 58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 -56.1 +51.3 -55.6 +50.8 - 55.1 +50.4 -54.8 +50.0 38 ft -74.8 +55.9 - 71.9 +54.4 - 89.8 +53.3 -68.1 +52.5 - 88.8 +51.9 - 65.7 +51.3 - 84.7 +50.8 - 83.9 +50.4 -63.1 +50.0 38 ft -81.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 57.3 +52.5 -56.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 88.9 +53.1 - 67.6 +52.5 -88.5 +51.9 - 85.5 +51.4 -84.8 +51.0 -63.8 +50.6 40 It -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 - 58.6 +53.7 -57.9 +53.0 57.3 +52.5 -58.8 +52.0 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 - 71.3 +54.5 - 693 +53.7 -683 +53.0 572 +52.5 -662 +520 - 65.3 +51.5 -64.5 +51.1 42 ft -62.8 -61.1 +57.7 +582 50.0 +55.1 592 +54.3 -58.5 +53.8 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 42 ft -77.3 +57.7 -74.2 +582 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 - 86.9 +52.5 - 66.0 +52.1 -652 +51.7 44 ft -63.2 51.7 +58.3 +58.7 - 80.8 +55.7 - 59.7 +54.8 - 59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.8 -57.1 +522 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 89.7 +54.1 -68.5 +53.5 - 87.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -63.8 -82.3 +58.8 +57.3 -812 +58.2 50.3 +55.3 -59.6 +54.8 -59.0 +54.0 -5&5 +53.5 -58.1 +53.1 -57.7 +52.7 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 +55.3 -70.4 +54.6 - 892 +54.0 -882 +53.5 -67.3 +53.1 -86.5 +52.7 48 ft - 64.4 -82.8 +59.4 +57.8 51.7 +56.7 50.8 +55.8 -60.1 +55.1 59.6 +54.5 - 59.0 +54.0 58.6 +53.8 -582 +53.1 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 88.8 +54.0 -87.9 +53.8 -67.1 +53.1 50 ft - 84.9 -63.4 +59.9 +58.3 -62.2 +572 51.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 - 59.1 +54.0 58.7 +53.6 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.8 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 57.8 +53.6 52 ft -65.5 -63.9 +80.4 +58.8 -62.8 +57.6 -61.9 +56.8 -812 +56.1 -60.6 +55.4 - 60.0 +54.9 -59.6 9.6 +54.5 -592 +54.0 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 -68 -68.2 +54.0 ft - 88.0 - 84.4 +80.8 +59.2 - 83.3 +58.1 - 62.4 +572 -81.7 +58.5 51.0 +55.9 -80.5 +55.4 -60.1 +54.9 -59.8 +54.5 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.8 +55.9 -70.5 +55.4 - 89.8 +54.9 -88.7 +54.5 ft - 88.5 -64.9 +61.3 +59.7 - 83.7 +58.5 52.9 +57.7 521 +56.9 -61.5 +56.3 -61.0 +55.8 - 80.5 +55.3 -60.1 +54.9 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 80 ft - 67.5 -65.8 +82.2 +80.8 54.7 +59.4 -83.8 +58.5 - 83.0 +57.8 -62.4 +57.1 - 61.9 +58.6 -61.4 +58.1 -61.0 +55.7 60 ft - 63.3 +822 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +58.1 -70.3 +55.7 z 1 �n c Ul 0 8 REMARKS IN T ISSUE REVISE FOR 07 FBC DRWN CL TSB CHID FLB FLB DATE 04/19/06 02/23/09 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 BERNARDO, P.8. "ALTERATIONS, ADDIONS, 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 (GCp1= +/ -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� ELEVATION 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 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 GLAZED AREA CALCULATIONS SCHAFER SQUARE FOOTAGE TO BE REPLACED 20.00 SQUARE FOOTAGE REMAINING 162.51 TOTAL SQUARE FOOTAGE 182.51 PERCENTAGE BEING REPLACED 10.96% TO BE REPLACED TO REMAIN 36 X 80 20.00 A 36 X 38 9.50 B 36 X 38 9.50 C 72 X 80 40.00 D 19 X 36 4.75 E 19 X 36 4.75 F 19 X 36 4.75 G 48 X 48 16.00 H 63 X 50 21.88 I 148 X 50 51.39 g Lode online ' et 4 Florida t Busines Protessi Regulation BCIS Home Log In User RegLStration f Hot Topics 1 Submit Surcharge < Stets & Fads Publications Product Approval USER: public USer Product Approval Mena > Product mhogicatton Search > Aooticatlon Ust FL ## Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL12060 New 2007 Approved Plastpro Inc.;/ Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw @rwbidgconsultants.cam Authorized Signature Vivian Wright rickw@ rwbtdgcon su lta nts. com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Rhone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan). King, P.E. ^? Validation Checklist - Hardcopy Received Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a ;Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received a Lyndon F. Schmidt, P.E. Certificate of Independence FL12060 RO COI CERT of INDEPENDENCE.odf Referenced Standard, and Year (of Standard) Standard ARE ASTME1300 2002 ti ASTME1300 2004 TAS 202 1994 http:// www .floridabuilding.org/pr /pr_app dtLaspx? param= wGEVXQwtDDquJEQf8P6a6FO1UbFEpBgjn ... 11114/2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/21/2009 02/09/2009 03/05/2009 04/07/2009 (summary of Products http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquJEQf8P6a6FO1UbFEpBgjn ... 11/14/2011 12060.1 a. Fiberglass boar Up to 31 x 6'8 Glazed "Non - Impact" Fiberglass Single +� Door - X - Inswing / Outswing I 1 (Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12060.1 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 FL12060 RO II INST 12060.1.odl 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.1.odf Created by Independent Third Party: Yes i> 12060.2 ,. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Non- Impact" Fiberglass Single Door with. a Sidelite - OX or XO - Inswing / Outswln. i;' Omits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12060.2 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 FL12060 RO II INST 12060.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.2.pdf Created by Independent Third Party: Yes 12060.3 c. Fiberglass Door p to a 3'0 x 61 Glazed "Non- Impact" Fiberglass Single Door with a Sidelites - OX() - Inswin. / Outswln. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12060.3 for Design Pressure Ratings, ny additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized or areas inside the HVHZ) Installation Instructions FL12060 RO II INST 12060.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.3.odf I Created by Independent Third Party: Yes 12060.4 d. Fiberglass Door Up to a 61 x 61 Glazed "Non- Impact" Fiberglass Double Door - XX - Inswin o / Outswln Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12060.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) fi nstallation Instructions y FL12060 RO II INST 12060.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ( FL12060 RO E EVAL 12060.4.odf Created by Independent Third Party: Yes 12060.5 e. Fiberglass Door Up to a 61 x 61 Glazed "Non - Impact" Fiberglass Double Door with a Sidelites - OXXO - Inswin, Outswin. I Limits of Use Cnstallation Instructions http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquJEQf8P6a6FO1UbFEpBgjn ... 11/14/2011 Page 3 of Approved for use in HVHZ: <Yes I Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12060.5 for Design Pressure Ratings, any additional use limitations, installation Instructions • nd product particulars. (Note - ASTM E1300 -02 utilized or areas inside the HVHZ) FL12060 RO II INST 12060.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12 60.5:Ddf Created by Independent Third Party: Yes 1 12060.6 if. Fiberglass Door Up to 3'0 x 6'8 Opaque "Non- Impact" Fiberglass Single Door - X - Inswln • / Outswin { Umits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No 1 Design Pressure: N/A Other: See INST 12060.6 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 fL12060 RO II INST 12060.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.6.odf Created by Independent Third Party: Yes 1 12060.7 g. Fiberglass Door 1Up to a 3'0 x 6'8 Opaque "Non- Impact" Fiberglass Single !Door with a Sidelite - OX or XO - Inswing / Outswing Limits of Use Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes , Impact Resistant: No Design Pressure: N/A Other: See INST 12060.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized or areas inside the HVHZ) !Installation Instructions FL12060 RO II INST 12060.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.7.ixlf Created by Independent Third Party: Yes 12060.8 Ih. Fiberglass Door Up to a 3'0 x 6'8 Opaque "Non- Impact" Fiberglass Single Door with Stdelites - OXO - Inswin• / Outswl t Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 12060.8 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized or areas inside the HVHZ) Installation € nstructions FL12060 RO II INST 12060.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.8.Ddf Created by Independent Third Party: Yes 12060.9 11. Fiberglass Door Up to a 6'0 x 6'8 Opaque "Non- Impact" Fiberglass Double Door - XX - Inswing / Outswing {Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 12060.9 for Design Pressure Ratings, any additional use limitations, installation instructions Iand product particulars. (Note - ASTM E1300 -02 utilized ',for areas inside the HVHZ) Installation instructions FL12060 RO II INST 12060.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.9.Ddf Created by Independent Third Party: Yes 12060.10 . Fiberglass Door Up to a 6'0 x 6'8 Opaque "Non - Impact" Fiberglass Double Door with Sidelites - OXXO - Inswi • / outswin j Limits of Use ' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A Other: See INST 12060.10 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 FL12060 RO II INST 12060.10.1W Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL12060 RO AE EVAL 12060.10.odf Created by Independent Third Party: Yes Next http:// www. f loridabuilding.org/pr /pr_app_dtl aspx ?param= wGEVXQwtDquJEQf8P6a6FO 1 UbFEpBgjn... 11/14/2011 NAN YA PLASTICS CORP. PLASTEACH PRO INC. 9 P TREE HILL ROAD IJVINGSTON, NEW JERSEY 07039 GLAZED FIBERGLASS DOOR INSWINGIOUTSWING "NON- 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 is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4. When used in areas outside of the "H1MZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed only in non — habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is Tess than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS 3 HORIZONTAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING 6 BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS 37.50" MAX. O.A. r- FRAME WIDTH OVERALL FRAME DIMENSION ao °° GLASS TYPE DESIGN PRESSURE (PSF) \ X NEGATIVE / 37.50" 20.50" SWING OVERALL FRAME DIMENSION OVERALL D.LO. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSE 1VE NEGATIVE 37.50" 20.50" INSWING X X +60.0 —60.0 81.63" 62.75° Gt 37.50° 20.50" X X +fi0.0 —60.0 4OUTSWING 80.50" 62.75" 0 0. d z aae 0 /21/09 . N.T.S. MO. BY: JK ma. Br: LFS MAIM NO. FL- 12060.1 SICOU 1 Of 6 35.75" MAX. PANEL WIDTH 4.5° Lr DOOR PANEL 1.385° 0 0 N 0 0 to 000 0 2 2 HORIZONTAL CROSS SECTION FIBERGLASS PANEL LOCK BLOCK DETAIL a 0 �I 1.584° F� JTOP RAIL co -�{ 1.584° r o0 I / OBOTTOM RAIL 1 2 HINGE & LATCH HINGE & LATCH STILE STILE EDGE REINFORCEMENT 0 2 1 VERTICAL CROSS SECTION FIBERGLASS PANEL >8 p Z 0 O Z oaE: 0 /21/09 SCALE. N.T.S. owa sr: JK any. Br: LFS DRAWN8 N04 FL- 12060.1 slim 2 or 6 1 /4" MAX. SHIM SPACE ( .) a e. • 0 3 1 HORIZONTAL CROSS SECTION INSWING INTERIOR • Er' A . \EN INEELQB C3 33 HORIZONTAL CROSS SECTION INSWING m °0 SHOWN W11 X SUB —BUCK SUBSTf IJTING CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 1 " MAX. SHIM /4 SPACE Kfass,..„. zmana ® / 1� 0 ® ° INTERIOR 22 HORIZONTAL CROSS SECTION 3 INSWING z 0 0 DATE 0 /21/09 scum N.T.S. 003. srt JK am en LFS DRAWING KW FL- 12060.1 SHEET 3 oF� EXTERIOR 0 4 1 VERTICAL CROSS SECTION INSWING c) 4 22 VERTICAL CROSS SECTION INSWING c-) VERTICAL CROSS SECTION INSWING SHOWN W/1X SUB —BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 44 VERTICAL CROSS SECTION 4 OUTSWING 0 z z 0 d z DATE 0 /21/09 SCALE N.T.S. DWO. er: JK CHI sn LFS DRNMaG NOa FL- 12060.1 slim 4 or 6 MASONRY OPENING BUCK ANCHORING 2X BUCK FRAME MASONRY OPENING 40'• ®W /2X BUCK INSTALLATION -' ©W /1 X BUCK — INSTALLATION TYP. HEAD & JAMBS SEE NOTE 2 co TYP. INSWING THRESHOLD SEE NOTE 2 TYP. OUTSWING THRESHOLD SEE NOTE 2 _ FRAME ANCHORING g 0 Z O NOTES; 1. 1/4" Elco Tapcon anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent tapcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the " corners may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Topcons may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" 17W concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4° minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Topcons may be required to ensure the maximum on center dimension is not exceeded. 3. 3/16° ITW concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 2 -1/4° clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. W HINGE LOCATION$ W /1X BUCK INSTALLATION SEE NOTE 2 HINGE DETAIL 1 0 LATCH & DEADBOLT LOCATIONS — SGL DOOR 0 w /1x BUCK INSTALLATION ljl SEE NOTE 3 0 ©W /1X BUCK INSTALLATION SEE NOTE 3 STRIKE PLATE DETAIL W z 43 z m 0 z 0 0 ois: 01/21/09 SCAM M.T.S. aez er JK , N : anc. sn LFS Dsnesu; woo FL- 12060.1 sauna 5 OF 6 0 �` 1/2" GLASS BITE 1/2" O/A 0eouments Prepared 8yt WILDINO CONSULTANTS, INC. P.0. Box 230 Valrloo FL 33595 Phone No.: 813.889.9197 Florida Board of Professional Engineer. Certificate qAutho:izetIon No. 9813 / Lyndon F. Schmidt, P.E. No. 43409 7 BILL OF MATERIALS © ITEM DESCRIPTION MATERIAL A B YALE CIRRUS 100C PASSAGE LOCK STEEL \,.a\ GLASS THK. 1/8° TEMPERED GLASS YALE CIRRUS 1OCB PASSAGE LOCK STEEL 'til KWIKSET TITAN PASSAGE LOCK STEEL BHI #902 PASSAGE LOCK YALE 820 DEADBOLT STEEL STEEL _ ' AIR SPACE YALE 83 DEADBOLT STEEL �j� 1/8" TEMPERED GLASS KWIKSET TITAN DEAD80LT STEEL Q Gi GLAZING DETAIL. BHI #200 DEADBOLT STEEL C 1/4" MAX. SHIM SPACE - H 1/4" X 2 -3/4" ELCO TAPCON STEEL 1/2° THK. GLASS o 0 J 1/4" X 3 -1/4" TIW TAPCON STEEL PRODUCT: PLASPRO / NAN YA FlBERGLASS DOOR PART OR ASSEMBLY; BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS K MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 MASONRY L 2X BUCK SG2.55 WOOD M 1X BUCK WOOD N 1/4" X 3 -3/4" ITW TAPCON STEEL N r 4.562" j ! r ° T 1/4" X 2 -1/4" MN TAPCON STEEL R 1 3/16° X 3 -1/4" ITW TAPCON HINGE & LATCH STILE EDGE STEEL COMPOSITE • .. "' .r:l. 2 HINGE & LATCH STILE REINFORCEMENT WOOD ` co " 0 2 22" 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 17 POLY FIBER JAMB 5 LOCK BLOCK WOOD 6 DOOR SKIN (0.069" THK.) PLASTPRO /NAN YA Fy= 11,063 PSI FIBERGLASS to a y 1 7 FOAM CORE POLYURETHANE 11 POLY FIBER COMPOSITE JAMB (PLASTPRO /NAN YA) POLY FIBER 4.562" 50 DOOR SWEEP 11A JAMB FINGER -JOINT -PINE WOOD 13 WEATHERSTRIP FOAM ' o N 19 #8 X 2 -1/2" PFH WOOD SCREW STEEL 1111.1.111.111.11.1110 20 SEALANT SILICONE 23 #10 X 3/4" PFH SCREW STEEL JAMB 25 #10 X 2 -1/2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL ® 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 4.563" 31 TRADITIONAL DOOR GLASS FRAME - HP POLYPROPYLENE (ODL) POLYMER 34 #8 X 1 -1/2" PPH SCREW STEEL 4.563" rAllgrAc _— i Z_ 0 . 35 PF -1200 P /MERIC FOAM °�oz ' a 36 GLAZING COMPOUND - FOR ODL BY ADCO BUTYL I p 37 45 SCREW PLUG OUTSWING THRESHOLD BY DLP POLYMER ALUM. /WOOD1I Dui 01/21/09 n saw. N.T.S. �� 46 INSWING THRESHOLD BY DLP ALUM./WOOD - i- — __., INSWING THRESHOLD Dwca ern JK 50 DOOR SWEEP 46 OUTS-WING THRESHOLD ac. er. LFS 45 DRaWIND NW FL- 12060.1 SNm 6 OF 6 R W R W Building Consultants, Inc. 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 Report No.: Date: Product Category: Product sub - category: Product Evaluation Report January 22, 2009 Exterior Doors Swinging Exterior Door Assemblies Product Name: Glazed Fiberglass Door Inswing / Outswing "Non- Impact" Manufacturer: Plastpro Inc. / Nan Ya Plastic Corp. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone 440.969.9773 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc. / Nan Ya Plastic Corp. 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 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- 12060.1 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, F.E. FL No. 43409 January 22, 2009 PF1241 Sheet 1 of3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". 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 "High Velocity Hurricane Zone" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 Florida Building Code. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 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- 12060.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ ". 8. Ltiswing configurations do not meet the water infiltration requirements for the "HVHZ ". Inswing units 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- 12060.1 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 January 22, 2009 PF1241 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 12060.1 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. B Tests 1. Materials (ODL - HP Polypropylene Lite Kit Assembly) approval number NOA #07- 0214.08 issued by Miami -Dade County BCCO. 2. Testing per TAS 202 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report 07- 0223 -2, signed by Wendell W. Haney, F.E. 3. Testing (Plastpro/Nan Ya fiberglass door skin) per ASTM G26 -95, ASTM D2843 -99, ASTM D635 -98, ASTM D1929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC -05- 255 - 16776.0, signed by Joseph L. Doldan, P.E. ASTM GI55 -04 is referenced in the Florida Building Code; ASTM G26 -95 Method A is equivalent to ASTM G155-04 Cycle 1 and meets the intent and purpose of the Florida Building Code as attested to in evaluation report FL7241 -G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM D2565 -00; the test conditions as reported in ETC -05- 255 - 16776.0 and the calculation of the property retention index (PRI) meet the requirements of ASTM D2565- 00 as attested to in evaluation report FL7241 -G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, ASTM D635 -98 is equivalent to ASTM D635 -03 and meets the intent of the 2007 Florida Building Code 4. Testing (Plastpro/Nan Ya poly fiber door jamb) per ASTM D2843 -99, ASTM D635 -98 and ASTM DI929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC -07 -209 - 19303.0, signed by Ben Meunier and test report number ETC -08 -209- 20609.0, signed by Gurjinder Dhami. C Calculations 1. 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. 3. Glass Load Resistance Report ASTM El 300 prepared by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Plastpro Inc. / Nan Ya Plastic Corp. 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 January 22, 2009 PF1241 Sheet 3 of 3 R W R W Building Consultants, Inc. B 1_4 Consulting and Engineering Services -fig the Building Industry P.�. Box 230 Valrico, FL 33595 Phone 813.6599197 Rs; SiOtile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorizatioa No. 9815 Certificate af Independence 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 itk any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 January 7,2009 R:\Admin Ctocs\Certificate ofindependenoe.dov. Sheet 1 of 1