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WS-09-1403Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 125806 Permit Number: WS -8 -09 -1403 Scheduled Inspection Date: October 01, 2009 Inspector: Bruhn, Norman Owner: VOLINSKI, JOEL Job Address: 1036 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050120060 Phone: (954)792 -4415 Building Department Comments replace 1 impact door Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments s�L ,Innn For Inspections please call: (305)762 -4949 D...+e 4 G ..i 14 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 e-o Permit No. Vv 5.. q BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Master Permit No. i X103 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 3O&t H v O k IVnSW Phone # Owner's Address 103 (p N G q S 3 °t- CityQ U , 9j State :l. Tenant/Lessee Name Zip 3.3t Phone # Job Address (where the work is being done) 103 Co 1,1E SS SC City Miami Shores Village County Miami -Dade Zip -5 --I, FOLIO / PARCEL # i I - 32 ®5 - 6 12 -®o Li? 0 Is Building Historically Designated YES NO Contractor's Company Name - i-J.4ND 1 Phone # f ., l C12'- `-1 s k 2-'13 Contractor's Address A(21 O b� City ..00\1 I' li W 000 State —_ Zip 3 33 i Z Qualifier Name Lc) 2`tt .0 .S i L} p�,� Phone # 1 S t 92--k-M S State Certificate or Registration No. (' c -O CO I C) Certificate of Competency No. Architect/Engineer's Name (if applicable) -(Zyi 'b � -ct Phone # CiCt-1 S' Q C Q Co 0 Value of Work For this Permit $ 31/(5 Type of Work: [(Addition Square / Linear Footage Of Work: (]Alteration [New Describe Work: • ., • ��� (i Repair/Replace ❑ Demolition *, tit ** * ** * * * * *** * *, * * * ** *** * ** *****Fees******************************************** OD Submittal Submittal Fee $ eU• Permit Fee $ Notary $ ® Training/Education Fee $ Scanning $ ` ° Radon $ V•• Bond $ Code Enforcement $ DPBR $ CCF $ 40 CO /CC Technology Fee $ 0.1 5 Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ 15' 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 � 4 Signature Owner or Agent The foregoing ' s ent was acknowledged before me thi day of LA)E , 2001, by Jo et OkihccX1 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUB C: Sign: Print My Commission Expires: ** ** * * ** * * **** ** * ******* Contractor The foregoing instrument was acknowledged before me this day of AO 6 , 2111), by W T o 4. 'tat W-Tt , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commissi ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02108/06) ** * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. O 1- 1(-103 TAX FOLIO Nall' 320 3 012 -C30(420 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. 1.Legal descon of property and street/address: rip i 163 es, ANZ S 2. Description of improvement:D00( 111111111111111111111111111111111111111111111 CFH 20as9R061243f1 OR Bk 26988 Ps 0754; (fps) RECORDED 08/24/2009 11:34:07 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 3.Ownerq name and address: ,�el v t'7`i5 ( 1 ta ct.S tun SUu6 Interest in property: taxi 1..@X Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. FHA - Florida Home- Improvement Associates 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 designated by Owner upon whom ntill Section 713.13(1)(a)7., Florida Statutes, HAR Name, address and phone number. STARE FLORID mom, w 8. In addition to himself, Owners designates the following person(s) to receive a copy ,-the laenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year fro the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION O THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STA S, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RE RDED 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 OR RECORDING YOUR NOTICE OF COMMENCEMENT. \ Signa Print N Title/•> STATE OF FLORIDA COUNTY OF MIAMI -DADE The fp� �oipg ir1itru `nit was acknowledged before me this day of By ❑ Individually, or ❑ as for • li`Personaily known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. 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. of 0 E • er(s)' 4 - 4 e .MILIE ll+►1 orIzed Officer/Director/Partner/Manager By Print Name Title/Office Aus l L\ 4 a/6- '1 331 2 4 CP MX80 0* siN f( F� wner(4's rized Officer/Director/Partner/Mana By ti (00LoRIDA BUILDING CODE & ASCE 7 -05 DE - � LOADS FOR COMPONENTS AND CLADDING Mean Roof Height INPRTERIOR ZONE 4 PRESSURES P ) NGIED NGIED SRESSDRES' - ne 4 0 -15ft 16ft Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 50.4 492 +46.5 +45 -46.6 - 462 -45.9 2 -51.1 -49.8 +47.1 +45.9 +42.7 +42.3» +41.9 -18.5 +42.9 +42.5 -48.3 +44,4 -49.0 +45.0 -47.6 +43.7 -48.3 +44.3 -47.1 +43.1 -47.7 +43.7 -47.3 +43,3 -45.5 +41,8 462 +-422 18ft -52.4 -51.1 +48.3 +47.0 -502 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44,3 -48.0 -47.7 +43.9 +43.6 -47.3 +432 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.8 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 -48.7 +44.9, +44.5 -48.4 +442 22ft - 54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 -49.7 +45.8 +45.4 -49.4 +45.1 24 ft - 55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 -50.6 +46,7 +46.3 -50.3 +45.9 26 ft - 56.6 -55.2 +522 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 -51.5 +47.5 +47.1 -51.1 +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 -52.3 +482 +47.8 -51.9 +47.4 30ft -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 -53.1 +48.9 +48.5 -52.7 +48.1 3211 -59.1 -57.7 +54.5 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -542 -53.8 +49.6 +49.2 -53.4 +48.8 3411 -59.9 -58.4 +55.2 +53.7 -57.4 +52.7 -58.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 -54.5 +50.2 +49.8 -54.1 +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 -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 57.8 +53.1 -57.3 +52.5 -56.7 +51.9 -562 -55.8 +51.4 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 -56.4 +52.0 +51.5 -56.0 +51.1. 42 ft -62.6 -61.1 +57.7 +562 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0'. -57.4 -57.0 +52.5 +52.1 -58.6 +51.7 44 ft -632 -61.7 +58.3 +56,7 50.8 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 58.0 -57.5 +53.0 +52.6 57.1 +52.2` 46 ft 53.8 -62.3 +58.8 +57.3 -612 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 -58.1 +53.5 +53.1 -57.7` +52.7 48 ft -64.4 -62.8 +59.4 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 - 59.0 -58.6 +54.0 +53.6 -58.2 +53.1 50 ft -54.9 -63.4 +59.9 +58.3 -622 +572 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 '=59.1 +54.5 +54.0 -58.7 +53.6 52 ft - 65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56,8 -612 +56.1 54ft 56ft 6011 -86.0 -64.4 +60.8 +592 -66.5 -54.9 +61.3 +59.7 -67.5 55.8 +62.2 +60.6 -63.3 +58.1 -63.7 +58.5 -64.7 +59.4 -62.4 +57.2 -82.9 +57.7 -63.8 +58.5 -61.7 +56.5 -82.1 +56.9 -83.0 +57.8 -60.6 +55.4 - 60.0 -59.6 +54.9 +54.5 -59.2 +54.0 �1�0• 10.-5: -80.1 -05• +65.9 +55.4 +5419• +14.5. - 6'Y�5• +6913 -62.4 +57.1 -6 o: -80.5: -0.1: +6g08• +5613• +5419 -61.9 - 61.4 -61.0 +56.6 +56.1 +55.7 0 m m m n 2 Ca z U) •• • 8 REMkKS : : INITI6UE• • • • REVISE GOTl 07 FpC r- mTHIS DOCUMENT IS TIE PROPBRTYOF FW8K L18ENNA1 D0, P.E AND SHA L NOTE REPR DUQEDIRWHOLE OR PART • WITHOUTWf�fl'ENl�pl5ft11�FF�l+N .BENc 'I, . OP .TH y MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND In INVALIDATE OUR CERTIFICATION. • ••• EXTERIOR ZONE 5 PRESSURES 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 -56.7 - 55.6 -54.8 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 1811 -63.1 -60.6 -58.8 -57.5 -56.3 - 55.4 -54.6 - 53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 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 +43.6 -54.5 +432 20 ft `' -66.1 +49.4 - 63.5 +48.1 - 61.6 +47.1 -60.2 +48.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47,4 -602 +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 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 57.1 +50.8 -65.1 +49.8 -63.6 +49.1 -62.4 +48.4 51.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft - 70.9 +53.0 - 682 +51.6 -86.2 +50.6 -64.6 +49.8 -63.4 +49.2 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 -692 -67.1 -65.6 - 64.3 -63.2 -62.3 - 61.5 -60.7 +53.8 +52.3 +51.3 +50.6.:+49.9 +49.4 +48.9 +48.5 +48.1 3211 -73.0 -70.1 - 68.1 - 86.5 -65.2 - 64.1 -83.1 - 82.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.8 +49.2 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 - 64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 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 -64.7 +50.8 -63.9 +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 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 - 68.3 +53.0 - 672 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 -67.9 - 66.9 -66.0 -65.2 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -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 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 - 692 +54.0 -682 +53.5 - 67.3 +53.1 -66.5 +52.7 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -87.9 -67.1 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +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 -67.6 +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 -682 +54.0 •• • 43T.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 - 69.6 -68.7 • '71," • +60.8 +592 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 • • •.1 • -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 • • • 061.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55,8 +55.3 +54.9 60 11 -83.3 +622 -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 +56.1 -70.3 +55.7 • DR1iN Clagb D4E EL • PLB S4119/.6 02/2tp9• tits• a ••• • a • •• • • • • WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =O.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 =1.0t 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 LIST LC) 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 K31.1.0 FOR FLAT TERRAIN USE ONLY THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd-0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5©-I ® 1-O 1 ELEVATION WALL ZONE FIGURES au FLORIDA BUILDING CODE • • • •• • • ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT IS 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 49895 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiIIIIIIIIIIIIIIIIIIIIIiiiiiii Rim monomplammongommhopop Yiil. � PHIIIIi1iiIIIIlIIIIIIIIIoIIIIII!IiIuIiiIuhIIIuIoIuIIIIL i I iii ° �' �. .. mommilmommour IMMINIUMMOMMEMMOMMOMMIMINOMMEMMOMMEMOMMIMMOB filiiipipiiipiiippipiiliiiiiiiiiiip IflhliIflhI1lIIIIhIIIiiIH E i liA- ImmimmuNimnIMATIO! /11111MEN MEINIEMPIIIMI AM, 11 MOMOMMINOMMIEWNINEMMINIONEEZESIMIMMINIMMOMMOIMMOMMINOMMOIN II cpq 253 a J lorida Building Code Online mint n', t• Affai-s BCIS Home Log In t User Registration Product Approval USER: Public User http:// www. floridabuilding. org' pr /pr_app_dtl.aspx ?param— wGEVX... 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Pub cations Product Approval Menu > Product or Application Search > Aopicatlon List > A Itcat on 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 FL10599 New 2007 Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperson@atechnologies.us Vivian Wright rickw @rwbldgconsultants.com Exterior Doors Swinging E r Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Wendell W. Haney • • • • • •• • PE -54158 National Accreditation and Management IgnItto 12/31/2011 LF. Schmidt, P.E. •••• • • •••• Validation Checklist - Hardcopy ReceierOd • • FL10599 RO COI CERT OF INDEPENENC P• • • • • • Standard Accepted Engineering Practice TAS 201, 202, 203 • • • • • •• • • • ••■• •• • • • • •• • • •• • • • • • •• •••• • • • •••• • • • Ilipor 1994 •••••• • • • • • • • • • • • • • • • • of 3 8/20/2009 8:59-AM Florida Building Code Online http : / /www.floridabuilding.orgfpr /pr app_dtl.aspx ?param -- wGEVX... Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/19/2008 05/21/2008 05/25/2008 06/24/2008 FL # Model, Number or Name Description 10599.1 a. Premium (Profiles) and Construction (Traditions) Series 3'0 x 6'8 "Impact" Steel Single Door - 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 10599.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL10599 RO II INST 10599.1.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL10599 RO AE EQ- E84- 00- 04.odf FL10599 RO AE EVAL 10599.1.pdf Created by Independent Third Party: Yes 10599.2 b. Premium (Profiles) and Construction (Traditions) Series 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) 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 10599.2 for Design Pressure Ratings, any additional use limitations, installation instructions and pr articulars. Installation Instructions FL10599 RO II INST 10599.2.adf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL10599 RO AE EQ- E84- 00- 04.pdf FL10599 RO AE EVAL 10599.2.odf Created by Independent Third Party: Yes 10599.3 c. Premium (Profiles) and Construction (Traditions) Series 3'0 x 6'8 "Impact" Steel Single Door with Sidelites- Inswing or Outswing (OXO Configuration) Li of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10599.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL10599 RO II INST 10599.3.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL10599 RO AE EQ- E84- 00- 04.odf FL10599 RO AE EVAL 10599.3.odf Created by Independent Third Party: Yes 10599.4 d. Premium (Profiles) and Construction (Traditions) Series 6'0 x 6'8 "Impact" Steel Double Door - Inswiryg"dt 01.4swing (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 10599.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • Installation Instructions • • • • • • • • FL10599 RO II INST 10599511 ti 1 • • • • • Verified By: Wendell W. Handy. 4P . j4158 • Created by Independent Third ,444%: Yes • • • Evaluation Reports • • • • • FL10599 RO AE EQ- E84- 00 -it4 i • • • FL10599 RO AE EVAL 10599'l iI • •••• Created by Independent Third Raitys: Yes • • • • • • 10599.5 e. Premium (Profiles) and Construction (Traditions) Series • 6'0 x 6'8 "Impact" Steel Doub p Dooblrith Sideljte„ Inswing or Outswing (OXXO 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 10599.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • Installation Instructions • • • • • • • FL10599 RO II INST 10599.5.odf • • • •••• Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL10599 RO AE EQ- E84- 00- 04.Ddf FL10599 RO AE EVAL 10599.5.pdf Created by Independent Third Party: Yes IBack (Next • •• • • • • • • • • • 2 of 3 8/20/2009 8:59 AM Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app_dtl.aspx ?param= wGEVX... DCA Adminktrall n Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. AO rights reserved. Coovri aht and Disclaimer Product Approval Accepts: Iga • •••• • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• • • •••• • • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •••• 3 of 3 8/20/2009 8:59 AM R W Building Consultants, Inc. 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 Report No.: FL- 10599.3 Date: April 17, 2008 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: "Premium" & "Construction" Series Inswing / Outswing "Impact" Manufacturer: Therma -Tru Corporation 118 Industrial Drive 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 l 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 Builai�g. ade • •• • . • • (2007. Edition) • • • • See Drawing No. FL- 10599.3 prepared by R W Building Consultants, Inc. and si � gfCsell nd sea •• • • by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. • • .•••'. •• • •••• ••. •• • • • • • • • • •••• • • • •••• • • Wendell a.,•P.E; • • •• •� • • FL No. 41 W •••• April 17, 2008 PF1378 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (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- 10599.3 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #31 meet water infiltration requirements for "HVHZ ". 8. Inswing configurations and outswing configurations when using item #18 and item #33 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- 10599.3 for size and design pressure limitations. •••• • •••1• •••• 0.0.01 • • •• •• •0000• • • • •••• • • 0 • • • •••• • • • • •• •• • • • • Wendell FL No. 1 April 17, 2008 •• • • • • •• • • • •• • • 0 • • • •• •••• • • •••• • PFI378 Sheet 2 of 3 •000.0 • • • •00000 •••••0 •0000 • • •0101 011100 • • • 11111• • • 011111 • • Supporting Documents A Drawing 1 Drawing No. FL- 10599.3 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 (Solutia Interlayer) approval number NOA 03- 0421 -01 issued by Miami -Dade BCCO. 2. Materials (Therma -Tru Corporation Insulated Steel Door Panel) 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, dated August 28, 2000, signed by William E. Fitch, P.E. 3. Materials (Polyurethane Foam Core) testing per ASTM 1929- 96(2000)e01 as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, dated August 30, 2006, signed by Joseph A. Reed, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, dated July 17, 2006, signed by Wendell W. Haney, 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 - 11004.0, dated July 6, 2001, signed by Joseph L. Dolden, P.E. 6. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by National Certified Testing Laboratories, Inc. and reported in test report NCTL 210-2060-4,5,6 (S)(C )(I)(F), dated July 28, 1998, signed by Barry Portnoy, P.E. 7. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06 -1 031 -4, dated October 31, 2006, signed by Wendell W. Haney, 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, NCTL 210 - 2060 -4,5,6 (S)(C )(I)(F) and TEL 06- 1031 -4. 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 VNn!e1: W. • • • • . • Haney, P.E. •••••• •• • 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. IHamjy! V.E. • D Other • • • • 1. Certificate of Participation issued by National Accreditation and Management Ititfiifute, certifying that Therma -Tru Corporation is manufacturing products within a quarry::: assurance program that complies with ISO/IEC 17020 and Guide 53. • •. • Wendell FL No. 5415 April 17, 2008 •• • • PF1378 Sheet 3 of 3 .••• •••• • ••. • • • • .. • • • •••• 000.0• • • • •00.0• • • •0.000 • • .0000 • • ..•0• ..•••. • • • 00.00. 000000 • • IHERMAIITRU® THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 TEL. (419)298 -1740 "PREMIUM" AND "CONSTRUCTION" SERIES STEEL DOOR W/ SIDELITES INSWING / OUTSWING GENERAL NOTES 'IMPACT" 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the 'Nigh 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 h 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing Bern #31 meet water lFfthcanon requirements for"HVHr. 8. Inswing configurations and ouiswing configurations when using Bern #18 and Bern #33 do not meet the wafer infiltration requirements for the "Mt. Inswing units shall be frutaled only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." TABLE OF CONTENTS INSWING W/ 2X MULL. REINF. 113.25" MAX. O.A. FRAME OUTSWING 37.75" MAX. 37.75° MAX. FRAME WIDTH FRAME WIDTH 36.00' MAX (SIDELRE) 36.00" MAX. P SHEET# DESCRIPTION WAIL /WI, I1V I. _ 713 *IC. 11.1 AV 13.1 \ICI LInnur. .I INSWING 116.25' x 82.00" 21.00" x 63.25" +50.0 -50.0 1 Typical elevations, design pressures & general notes 21.00" x 63.25' / / 0 1/l -50.0 2 Premium Series Door panel construction details 3 Construction Series Door panel construction details Cc 1.. D 4 Sidelite panel construction details & glazing detall • • • 5 Horizontal cross sections • • ••• ; • • • • • 6 Vertcalcrosssectons • • • • • ■ • • • • 7 Horizontal & vertical sections • • - • • • • • • • • • 8 • Buck anchoring • • • ••• • • • • • • 9 Frame anchoring 2X buck masonry construction 10 Frame anchoring 1X buck masonry construction 11 Components • • • • • • • • • 12 Blllofmaterials ••• • • • 11, •• • • • • •• • • • • • • • • • • • • • • ••• • • • • -. • • • • • • • • ••• • • ••• • • • • • • • • • • • • ••• • • • • • • ••••• • •• • • ••• • "REMNM "& CONS?RUCTION°SERIES DOOR INSWING W/ 2X MULL. REINF. 113.25" MAX. O.A. FRAME OUTSWING 37.75" MAX. 37.75° MAX. FRAME WIDTH FRAME WIDTH 36.00' MAX (SIDELRE) 36.00" MAX. P (SIDEUTE)TM WAIL /WI, I1V I. _ 713 *IC. 11.1 AV 13.1 \ICI LInnur. .I INSWING 116.25' x 82.00" 21.00" x 63.25" +50.0 -50.0 O /,/ i 113.25" x 80.62" 21.00" x 63.25' / / 0 1/l -50.0 Cc 1.. D "REMNM "& CONS?RUCTION°SERIES DOOR oo o U 0 m z 0 m N non:: 4/ 7/08 SCALE N.T.S. mro. BY: AL ark. er WWH ORAWFHO HO.: FL- 10599.3 • SHEEr 1 OF 12 z a z L 3 au 3 d 0 0 F S R+3 S INSWING 116.25' x 82.00" 21.00" x 63.25" +50.0 -50.0 OUTSWING 113.25" x 80.62" 21.00" x 63.25' +50.0 -50.0 oo o U 0 m z 0 m N non:: 4/ 7/08 SCALE N.T.S. mro. BY: AL ark. er WWH ORAWFHO HO.: FL- 10599.3 • SHEEr 1 OF 12 z a z L 3 au 3 d 0 0 36.00' MAX. DOOR PANEL WIDTH O SE fn C N O. El MI OPREMIUM SERIES DOOR PANEL • • •• • • EXTERIOR INTERIOR OHORIZONTAL CROSS SECTION 2 I►— ylbb —►I • TOP RAIL J 2 Fmgerjointed ponderosa pine • • •• • • • • • • • •• • 2.625" .635° WOOD HINGE SIDE STILE • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • o • e • a • • ••• • • • • . • • • • • • • • ••• • • ••• • • • • • • i • • • • •• • • • • • f • • • • • • •• • • • •••• • •• •• ••• • LOCK BLOCK Wood: 10-3/8° ^ 0170 RAI L Wood composite OWOOD LATCH SIDE STILE EXTERIOR INTERIOR °VERTICAL CROSS SECTION 8 REVISED SECTION NUMBERS Z 0 V7 d z On1E: 4/17/08 SCALE. N.T.S. OM. FM AL cHx. er WWH DRAWINO NO.: FL-10599.3 sHEEEr 2 OF 12 C 2008 R.W. BUILDING CONBUI,TA "CONSTRUCTiON SERIES" 36W MAX. DOOR PANEL WIDTH O3 O E. in Eg 2 �a °v 50 CONSTRUCTION SERIES DOOR PANEL ••. ••• • • • • • • • • •• • •• • • • • • • •• ••• •• EXTERIOR INTERIOR CDHORIZONTAL CROSS SECTION r— 1.66 1 2 OTOP RAIL Fingerjonted ponderosa pine • • • • ••• • MD IIJNOtEl11• DE STILE O WOOD LATCH SIDE STILE .635' 1.66" —•1 ^ I0 OBOTTOM RAI L Wood composite • •• • • ••• • • • • ••• • • • • • • • • : • • • :• • • • •o• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • EXTERIOR INTERIOR 0 VERTICAL CROSS SECTION 3 al 0 USED SECTION NUMBERS 0 0 z z Z 0 we 4/17/08 SCALE. N.T.S. Dwo. m AL cwc BY: WWH warm N0. FL- 10599.3 sa1EEr 3 OF 12 0 0 U 0 z 0 0 a 0 0 4.25' 'PREMIUM SERIES" "CONSTRUCTION SERIES" EXTERIOR 21.00" MAX. D.L.O. 0 C)SIDELTTE PANEL LI- 1.64" O'd 0 man TOP INTERIOR 0 HORIZONTAL CROSS SECTION 1/2" GLASS BITE 1" INK. GLASS 1/8" TEMPERED GLASS AIR SPACE 5/32" ANNEALED GLASS .090" INTERLAYER (BY SOLUTIA) EXTERIOR INTERIOR DOW 995 OR SIKA 552 8 GLAZING DETAIL • • •• • • • • • ci; : he-- 1.61'4-r—I • I • • • • • • • • • • • * • • .• • I • • • • • • • • II • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • :,‘ SIDELITE BTM. Ratio • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1/8" ANNEALED GLASS SWIGGLE GLAZING SPACER C) SIDELITE STILE (DVERTICAL CROSS SECTION REVISED SECTION NUMBERS tn z 0 (75 cc ° • I ci z DAM 4/17/08 SCALE: N.T.S. DWG. BY: AL miK. Err: WWH DRAWING NO. FL-10599.3 SHEET 4 OF 12 ■.; z z 0 5 0 0 0 0 EXTERIOR p ® m ��•. I iiVrri�rrrri�a INTERIOR � 0 o w II 0 .15" MIN. C -SINK ow HORIZONTAL CROSS SECTION 5 Outswing stoke jamb Q sidertejamb 1 -1I4" MN. EMB. (TYP.) O \© 1 ii i _, / Y ' " ' iftl A In! 4)0 O0 EXTERIOR INTERIOR • 9.15• • CSINK • •ITYP.) • • •• ••• 11 HORIZONTAL CROSS S�EE1104 • • 5 •• • • • • • • • WM, ©g1k© "„7 m � 0 • ▪ i .`,1 m • IS•MIN �I •• • • • C -SINK • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • . • 1..,__.15" MIN. C -SINK •(€ \ HORIZONTAL CROSS SECTION • • Sidefite jamb to inswing stoke jamb INTERIOR EXTERIOR °v EXTERIOR INTERIOR .15' MIN. C -SINK EDHORIZONTAL CROSS SECTION Sidelite jamb to outswing hinge jamb .15" MIN. C -SINK c) $ 33 HORIZONTAL CROSS SECTION Inswing hinge jamb @ sidelitejamb .15" MIN. C -SINK z 0 1 o DATE: 4/ 7/08 SCALE. N.T.S. ow. BYs AL cHN. m' WWH DRAWING No.: FL- 10599.3 • • ••• • • • • • • • • • • • • • •• •• ••• • • SHEET 5 of 12 1 "MIN. FROM 1 "MIN. FROM r - MASONRY EDGE - MASONRY EDGE --.-.- (TYP.) (TYP.) 2 -1/2" MIN. FROM MASONRY EDGE (TYP.) 2-1/2" MIN. FROM MASONRY EDGE (TYP.) `^2 a. EXTERIOR INTERIOR 0 6 1 VERTICAL CROSS SECTION Outswing configuration z , INTERIOR °VERTICAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC C • 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) O6 VERTICAL CROSS SECTION Outswing configuration see general note 8, sheet 1 for "HVHZ" water infiltration requirements EXTERIOR % / / / //% INTERIOR .. • • •i• • • 2-1/2" MIN. FROM • • 2 -1 /2" • • MASONRY EDGE - ►� •MASO Y Al iG �.• (TYP.) • (TY '.) • • • • EDVERTICAL CROSS SECTION • • • Inswing configuration see general note 8, sheet 1 tor 'HVHZ" water tnation. • • • • requirements • . • • . • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE - - MASONRY EDGE --.-► (TYP.) (TYP.) 5 VERTICAL CROSS SECTION 6 Outswing configuration see general note 7, sheet 1 for "HVHZ" water infiltration requirements O fr o 0 5. ce a_ a Q-d REVISED SECTION NUMBERS 0 rn op zz DATE: 4/17/08 SCAM N.T.S. Dwe. 9Y: AL aa. er: WWH DRAWING ND» FL- 10599.3 MNEEr 6 ov 12 • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • •• •• • • 1 " MIN. FROM �- MASONRY EDGE (Tr.) 1 "MIN. FROM MASONRY EDGE -- (TYP.) EXTERIOR INTERIOR °VERTICAL CROSS SECTION EXTERIOR • 2-1/T MIN. FROM • 2-1/T MIN. FRORI MASONRY EDGE • VASC�Y I G: �s (TYP.) • • • .) • • • C) VERTICAL CROSS SECTION Inswing configuration ••• • • • • • •• 1-1/4' MIN. EMB. (TYP.) INTERIOR ,,. 0° 2411 2-1/2" MIN. FROM MASONRY EDGE (TYP.) 2-1/2" MIN. FROM MASONRY EDGE (TYP.) EXTERIOR INTERIOR 7 0 VERTICAL CROSS SECTION Shown w/l X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR INTERIOR O ()HORIZONTAL CROSS SECTION Shown w/1X sub -buck substituting concrete screws for wood screws per Section 1714.5.42 of the FBC • •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • is . • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-1/2" MIN. FROM MASONRY EDGE (TYP.) (-3 VERTICAL CROSS SECTION Outswing configuration 2-1/2" MIN. FROM MASONRY EDGE (TYP.) REVISED SECTION NUMBERS 0 Q 0 z Z 0 We're 4/17/08 sus N.T.S. DWG. re AL ow. ®r: WWH DRWwe NO: FL- 10599.3 sREEr 7 ov 12 d a 5 0 0 a 4, MASONRY OPENING 2X BUCK NOTES: 8 4" TYP. HEAD & JAMBS SEE NOTE I 11 11 11 11 FRAME SHOWN FOR REFERENCE BUCK ANCHORING 1/4" Elco Concrete screws anchoriPtc 2x1,& reruit a jr!n u2n 1:clgprance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjac4t concretf screw& Substitution di equal concrete screws from a different supplier may have different edge distance and center distant• requir•mer•s. @on ret sc'V ioca}igps at the comers and mullions may be adjusted to maintain the minimum edge distance to rrioLterjoirillf (!c refe ecreviloc ill - i•noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortars ints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. •• • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ro .8 CO 0 0- a BUCK ANCHORING m REVISED SEC170N NUMBERS to z O SN GJ 8 z DATE: 4/16/08 SCAM M.T.S. DWG. BY: AL CHK. Gr: WWH DRAWING NO, FL- 10599.3 siEET 8 of 12 MASONRY OPENING FRAME 1 - O I1 11 — — — 1 INSWING SEE NOTE 1— 1 I I — _ 11 OUTSWING SEE NOTE 1 ii 11 ii I _ 0 TYP. @ JAMB TO JAMB 1^ — _ — t ,-0 ,- — — 1 n 0 t — TYI @ I 1 B — I t F 1 OUTSWING FRAME ANCHORING Masonry 2X buck construction 6° NOTES: 1. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2 -1/7' clearance to masonry edges, a 1 -1 /.4;mirjirprwn qynlipdmont grad a• • • minimum 3" clearance to adjacent concrete screw, S•bsfitutllbn Of • • • equal concrete screws from a different *pplter mat hike Ifff -ert: ec! • • • distance and center distance requlremen ?s,Con•C to jcrew iocaiior. at• • the corners and mullions may be adjusted•+o mariettin the Rhinirr!im • • • • edge distance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws maybe rrtiu(ied to ensure the maximum on center dime1dh is jtdtexceeajpd• • • • • • • •• • • • • • • • • • • • • • • • • • • ▪ • • • • • • • • SEE HINGE DETAIL 1 SEE HINGE DETAIL 2 HINGE JAMB MASONRY OPENING LATCH & DEADBOLT DETAIL • Inswing ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0118 • • • 000 • • FRAME 1 II — 0 — I1 11 — — — 1 INSWING SEE NOTE 1— 1 I I 11 —TYP0 TO c4 — — t t 1 1 — JAMB z0 1 1 — TYP. Q JAMB TO JAMB — t 1 1 1 INSWING FRAME ANCHORING Masonry 2X buck construction 6 -I 6' 1 -- STRIKE JAMB LATCH & DEADBOLT DETAIL HINGE DETAIL 1 HINGE DETAIL 2 zz z =U m z 0 to DATE 4/17/08 sua. N.T.S. DWO. BY AL Drsc. BY; WWH DRAWING Nos FL- 10599.3 slim 9 OF 12 ® 2008 R.W. BUILOINO OONSULTAN MASONRY OPENING FRAME IX BUCK 6" 1 11 I1 11 11 1 TYP ®AMB 1 — — TYP. HEAD & TO JAMB JAMBS — — SEE NOTE 1 — — t — - t2 OUTSWING — ._ 5 N z o _ — _ JAMB OPJAMB — F SEE NOTE 1 — t I 1 1 1 1 t I 1 I— OUTSWING FRAME ANCHORING Masonry IX buck construction SEE HINGE DETAIL 1 SEE HINGE DETAIL 2 0 Z Z c0a P. � d 0 0 NOTES: 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment an a rr,itrripm 3• • clearance to adjacent concrete screws SUbstiitt o egyalCoricr strews from a different supplier may have diffe rnt edge distancoesang c®hte►dt me requirements. Concrete screw locations c!1 the cdrr jers an m1lio4s rttayQe • adjusted to maintain the minimum edge, ranqefamortp4jointa If C•ncfete• • screw locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded •• • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ■ • • • • • �• • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 3" I I1 MASONRY OPENING FRAME -f w NC7 = ? � a � IX BUCK i=ce HINGE JAMB TYP. HEAD & JAMBS — SEE NOTE 1 _ TYP. @ JAMB TO JAMB — I 1 1 INSWING — SEE NOTE 1 1, I— TYP. @ JAMB — TO JAMB —1 1 I LT, c^i Z 0 INSWING FRAME ANCHORING Masonry 1 X buck construction STRIKE JAMB LATCH & DEADBOLTDETAIL LATCH & DEADBOLTDETAIL For insuring door Inswing HINGE DETAIL 1 HINGE DETAIL 2 gi itke mm a. CO z DATE: 4/ 7/08 sCA N.T.S. DtWG. BY: AL cwc er: WWH DRAWING NO.: FL- 10599.3 SHEET 10 of 12 5 re 18 OUTSWING Threshold S1 OUTSWING Threshold coastal 5.83" I S NG Threshold •• • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• ••• • • • • • .. •• • • ••• • it • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• . ••• • • • ••• • • S P 2.141" OINSWING ter SIDELITE Adap 5. —�{ h— 0S54" mss% 39 TU E FRAME Trim 4.563" 00 —_N cm 2.359 f HEAD & SIDE Jamb O - 2.115" o Io OOUTSWING SIDELITE Spacer EXT. LITE Frame INT. LITE Frame REVISED SECTION NUMBERS Z 0 0 0 z MUE: 4/ 7/08 SCALE N.T.S. DWG. BY: AL C E. er: WWH ORA W NO.: FL- 10599.3 SHEET' OF 12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••.• • • 2006 R.W. 6UILUINIB CONSULTANT= INC. "' e 1.00 g. 8572 P Z; g>'8 9211 2 BILL OF MATERIALS BILL OF MATERIALS d a 1 �> 3 REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1X BUCK WOOD 18 THRESHOLD OUTSWING (THERMA -TRU) ALUM./WOOD B 2X BUCK SG >= 0.55 WOOD 19 HEADER JAMB (4.656" X 1.25" THERMA -TRU, PINE) SG >= 0.55 WOOD C D MAX. 1/4" SHIM SPACE 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW WOOD STEEL 20 21 SIDE JAMB (4.656" X 1.25" THERMA -TRU) SG >= 0.55 DEADBOLT - KWIKSET MODEL 780 - GRADE 2 WOOD STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 22 EXTERIOR LITE FRAME ALUM. 23 INTERIOR LITE FRAME ALUM. F 1/4" X 1 -3/4" PFH ITW CONCRETE SCREW STEEL 25 SILICONE CAULK SILICONE H 1/4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 26 CELLULAR GLAZING TAPE FOAM I 1/4" X 2 -1/4" PFH ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL .1 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL K #8 X 2-1/2" PFH WOOD SCREW STEEL 29 #8 X 3" PFH SCREW STEEL L #10 X 2 -1/2" PFH WOOD SCREW STEEL 30 SECURITY STRIKE PLATE STEEL M #9 X 2 -1/2" PFH SCREW STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 1 DOOR SKIN; PREMIUM STEEL SERIES 24GA. (.022' MIN. Fy= 48,471 PSI MIN.) STEEL 32 DOOR BOTTOM SWEEP PVC IA DOOR SKIN; CONSTRUCTION STEEL SERIES 25GA. (.018" MIN. Fy = 27,830 PSI MIN.) STEEL 33 INSWING THRESHOLD ALUM. /COMP. 2 TOP RAIL WOOD 38 LOCK BLOCK 2.626" X 10.375" X 1.625' THK. WOOD 3 LATCH STILE WOOD 39 UTE FRAME TRIM PVC w Z o � 4 HINGE STILE WOOD 40 PREMIUM SERIES DOOR - SEE PANEL DETAIL SHEET FOR DETAILS - 5 BOTTOM RAIL COMP. 41 SIDELITE PANEL - SEE SIDEUTE PANEL DETAILS SHEET FOR CONSTRUCTION DETAILS - 6 POLYURETHANE FOAM (BASF, 1.9Ibs. DENSITY) FOAM 42 SIDELITE TOP RAIL COMP. 7 MEDIUM REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOAM 43 SIDEUTE BOTTOM RAIL COMP. 8 LONG REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOAM 44 OUTSWING SIDEUTE SPACER PVC 9 4" X 4" HINGE .097" THK. (THERMA -TRU) STEEL 45 SIDELITE STILE WOOD 10 #10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 46 INSWING SIDELITE ADAPTER PVC 11 #10 X 1-1/T PFH SCREW STEEL 47 2X MULLION REINFORCEMENT SG >= 0.42 WOOD 12 #10 X 2' PFH WOOD SCREW STEEL 48 SIDELITE SKIN; PREMIUM STEEL SERIES (.021 MIN., Fy = 42,275 PSI) STEEL 17 PASSAGE LOCK - KWIKSET MODEL 200T - GRADE 2 STEEL 48A SIDELITE SKIN; CONSTRUCTION STEEL SERIES 50 (.020" MIN., Fy = 34,241 PSI) CONSTRUCTION SERIES DOOR - SEE PANEL DETAIL SHEET FOR DETAILS STEEL STEEL Ei i�¢ N° a• •• ••• • • • • • •• • • • • • • • • • • • ••• • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • or . • • • • ^Z FWE. 4/17/08 SCALE N.T.S. DYm. BYE AL alc. HY: WWH DRAWING NOS FL- 10599.3 SHEEP 12 OF }_Z. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••.• • • 2006 R.W. 6UILUINIB CONSULTANT= INC. • • • • • • • • . • • • • • • • • • • •• • • • •• • •• •••••• • • • •• • • • •• • • • • • • • •••• •• •• • •••• • • • • • • • • • • • • •• • • •• Miami Shores Villa APPROVED ZONING DEPT _BLDG DEPT SUr:;JECT TO COMPLIANCE WITH ALL FEDERAL 1 .rtT� nr,;n rC.I ;N -^f RULES AND REGULATIONS —