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WS-12-121Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170068 Permit Number: WS -1 -12 -121 Scheduled Inspection Date: February 21, 2012 Inspector: Bruhn, Norman Owner: SANTOS, RUTHE Job Address: 1022 NE 91 Terrace Miami Shores, FL Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Windows /Shutters. Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050010300 Phone: 954/370 -6161 Building Department Comments REPLACE FRONT DOOR Passed 0 ,14 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 169147. February 17, 2012 For Inspections please call: (305)762 -4949 Page 27 of 34 1130I12 —`1,5i Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1i BUILDING Permit No. �►� 1 ` PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING y, ROOFING X OWNER: Name (Fee Simple Titleholder): # tii H 54K7-03 Phone #: 7-86 5Y7 937-if 1( Address: 10 9-2- NF 4151 'I I, . ° X city: mi4ryi I ;#014£S State: FL zip: 331 K Tenant/Lessee Name: _9 �_ Phone #: O Email: r 2 ctri�5 ®, ho tna4 (- car . JOB ADDRESS: /o 2 2 A) g '91 l 1 % / ` wfre City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: ift3 !j 77 C7 / 0 3 (J0 Is the Building Historically Designated: Yes NO )C Flood Zone: CONTRACTOR: Company Name: WO j pi- a.� eels) -s G7t14 ei7Z Phone#: JO 5--S l0 — 7* 7/ Address: /3 /I 52 If TA C. Ave- City: PM vi C (. State: - (. Zip: 33 3 LJ Qualifier Name: ,4Ua i ' 4"; l )( Ay"' 00 Phone#: 3 J .3 / 0 - 7 9 7/ State Certification or Registration #: C..6 c /SO 70 37 Certificate of Competency #: Contact Phone#: Jar- 3/ O- 2 4 7 I Email Address: DESIGNER: Architect/Engineer: NVk Phone#: %. C Value of Work for this Permit: $ �' 00 IO Square/Linear Footage of Work: /S 5 I spe ✓ o4 Type of Work: Addition ❑Alteration ❑New \\ tepair/Replace ❑Demolition Description of Work: %� 'r `/* c ft O N T' dczor -t,''. **. x** ***+ x• x*************************** Fees*x.. x******** *m ** *** **+x*x:** ** *** * ******* **x * ** Submittal Fee $ Permit Fee $ 7'Q" CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ° Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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. /A. ,,v Signature , `a/ Signature Owner or Agent Contractor The fore oing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this day of , 20 l ( , by , day of , 20 l( , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY P _ .: X Sign: X Print: C4 ENATO A ARANA My Conuni s{y} ,-- Y COMMISSION # DD968639 ;9.• , ±►� • o •• EXPIRES March 19, 2014 ',Moo' o' (407) 398-0153 FloridallotaryService.com Hi H` =k ik aF >k ik ik Ha q: ak ak ge $e atC $e $ $c $e s$ $a ak * ak =k * * * who is personally known to me or who has produced as identification and who did take an oath. : ►C1 Sign: Print: My Comm' • it =* �` . *Z MY COMMISSION # DD968639 fit.; -,; >. - pop -R,o,, EXPIRES March 19, 2014 (407) 398-0153 FloridallotaryService.com k*** GIs******************************************* *************K*************** ** APPROVED BY i sse pC Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Ti\ gie „ L1 CITY copy PERMIT #: Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO CCMPUANCE WITH ALL FEDERAL STATE AN1J CCUNiY RULES AND REGULATIONS Tek- urn7 .i?'''meitos,1311/ . %)t 03/02/2009 - 5:01 pm troyb F: \03 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 EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES PSF) • Zone 4 10 Tributary Area (So Ft) ;So Ft) Height 45 15 20 25 30 35 40 45 50 0 -15 ft T 50.4 9.2 - 48.3 -47.8 -47.1 -46.6 -46.2 -45.9 -45.5 +43.1 46.5 45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 18 ft +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 - 47.3 +43.3 -46.8 +42.9 - 46.5 +42.5 -46.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 -48.7 +44.5 -48.4 +44.2 R -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +48.3 -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 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -58.1 +51.8 - 55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 R - 58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 R -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 -54.2 +49.6 - 53.8 +49.2 -53.4 +48.8 34 R -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 - 58.8 +51.9 -55.9 +51.3 -55.4 +50.7 - 54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 R -60.6 +55.9 -59.1 +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 R 41.3 +56.5 -59.8 +55.0 -58.7 +54.0 - 57.9 +53.1 -57.3 +52.5 -58.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 56.4 +51.5 -56.0 +51.1 42 R -62.6 +57.7 -61.1 +56.2 -80.0 +55.1 -59.2 +54.3 -58.5 +53.8 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 R -63.2 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 - 58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft -63.8 +58.8 -62.3 +57.3 -61.2 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +527 48 R -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 R -64.9 +59.9 -63.4 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 42.8 +57.6 -61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 9 +54.0 54 R -66.0 +60.8 44.4 +592 -63.3 +58.1 -62.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 40.1 +54.9 -59.6 +54.5 56 R - 66.5 +61.3 44.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 R -67.5 +62.2 -65.8 +60.6 -64.7 +59.4 43.8 +58.5 -63.0 +57.8 -62.4 +57.1 -81.9 +56.6 -61.4 +56.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area ;So Ft) 40 45 50 25 30 35 0 -15 ft -622 59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +452 +44,4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 +47.1 - 60.6 -58.8 +45.9 +45.0 -57.5 +44.3 -58.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 3.9 +42.5 -53.2 -53 +42.2 18 ft -84.8 52.1 -60.3 -58.9 -57.8 -56.8 -55.9 - 552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -66.1 -83.5 51.6 -602 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 R -67.4 +50.4 -64.8 -62.9 +49.0 +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 -66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -69.8 -67.1 -65.1 -63.6 - 62.4 -61.4 -60.4 - 59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -882 -662 - 64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 +53.8 -69.2 -67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 -83.2 +49.4 -62.3 +48.9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 -70.1 -68.1 - 66.5 -652 -64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 R -73.9 +552 -71.0 -68.9 +53.7 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -84.0 +502 -63.1 +49.8 -62.4 +49.4 36 R -74.8 +55.9 -71.9 59.8 +54.4 +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 R -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 572 +52.5 -662 +52.0 45.3 +51.5 -64.5 +51.1 42 ft -77'3 +57.7 -74.2 -72.1 +562 +55.1 - 70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 -65 +51.7 44 R -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 55.8 +52.2 48 ft -78.8 -75.7 -73.5 -71.8 -70.4 -692 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 R -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.8 -67.1 +53.1 50 R -802 +59.9 -77.0 -74.8 +58.3 +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 +80.4 -77.8 -75.4 +58.8 +57.6 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68 -682 +54.0 54 R -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 R -82.1 +61.3 -78.9 -76.6 +59.7 +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 R -83.3 +622 -80.0 -77.7 +60.6 +59A -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION, 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (Lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC IINNTERPRETATION IF REQUIRED. I I �-I ® I I� ELEVATION WALL ZONE FIGURES to m z rn 0 c1S 8 2 REMARKS NIT 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 BENNARDO, P.E. "ALTERATIONS, ADDRONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT 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 #8885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12th Ave., Pompano Beach, FL 33069 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. Yr NOA No 06- 0327.02 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 Page 1 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 lshaq I. Chanda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG interlayer ", expiring on 03/04/09. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS, polycarbonate laminate ", expiring on 12/16/12. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. G. OTHER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. E -2 Ishaq L Chanda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 SURFACE APPLIED FALSE MWFOID MAY BE USED I %SANCHORS AT MTO. SIRE ENDS_ 149 3/8• / (2) READ. FOR CONC. INSTALLATIONS FRAME WIDTH 3• 1 r 3' 8• 13 MAX. I OI 1 I 1 E10 I- 1 � D,S 1 F I ____ i / II / / u =4.4,- /r O il = X /= tb = =-= / ./ \ n • \ II \ n - 011.= LDC�Spi \�,A === =•A= == _== _= fit___ =- �/ ■..l ,.s!. \ ii il II I{_____ ii • jj _\ F-__- IN \A17VE II \ Ili \ 42 / Cn ir, p*-- ACTIVE / 0 / II A I - 33 3/8• 28 1/2• 25 1/r ii i i 33 3/B• D.L GPO. 1 i/4• D.L. GPO. 34 1/2• Di. OPO. 34 1/2• D.L DPI. PANEL WIDTH 37 5/8• PANEL WADI 71 spiv 1 1/4' 37 5 /8• SMITE WIDTH DOOR FRAME WIDTH ( OXXO ) 0 y- 131 HilyP ; r n Di r V DOORS /SIDELITFS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS CF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH WOODSY HUDOCAIR ZONE (H1M2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS ICUDP& BUT MX EDITED TO STEEL/METAL SCRIMS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORDA BLDG. CODE SECTION 2003.8.4. S. MAX. CORNERS 1II TYPICAL_ ELEVATION ANCHORS AT MTG. SALE ENDS (4) RE O. FOR WOOD INSTALLATIONS (2) RED. FOR COPE. INSTALLATIONS SURFACE APPLIES FALSE � 71 we FRAME WIDTH 8• 13• MAX. SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACmES. ( XX ) S• MAX. CORNERS vomscrweacvnat 515502115wItbeeneiida Banks Code Aezeptatiet No explothso Lkam • 42 b o2. t?o12 1 1Xsiaiae LAMINATED GLASS LARGE MISSILE IMPACT tat HUHO'GIN FAR000 STRWAIRES PIA. PE tA(1557 CAN. As a I Rowing n j W02 -77 (sheet l oT 8 1 I 1 II / / i /r O /3; ..„=I, = = == \\ n -- 5- G-- -->" \FItIrn� IN- IlIFIVE \\ VK ;\ = = t_ _ = =y r li // -- I✓ ;C➢lVE O MEM SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACmES. ( XX ) S• MAX. CORNERS vomscrweacvnat 515502115wItbeeneiida Banks Code Aezeptatiet No explothso Lkam • 42 b o2. t?o12 1 1Xsiaiae LAMINATED GLASS LARGE MISSILE IMPACT tat HUHO'GIN FAR000 STRWAIRES PIA. PE tA(1557 CAN. As a I Rowing n j W02 -77 (sheet l oT 8 1 DESIGN LOAD CAPACITIES — PSF FOR SINS SHOSH BELOW OR SMALLER GLASS TYPE A' CLASS TYPE 'B' EXR. ( +) INT. ( —) EXT. ( +) UR. ( -) DOORS l W/0 SIDELREG 80.0 80.0 90.0 90.0 DOORS WITH SDEIDS 80.0 90.0 — FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UMIT EXTERIOR( +) LOADS AS FOLLOWS 1 -B /B' THRESHOLD - +53.3 PSF 2 -5/8' THRESHOLD - +80.0 PSF 3-1/2' THRESHOLD - +90.0 PSF NOTE GLASS CAPACmES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS— DEC -219 37 7/18' MAX. 78 1/4* MAX. 119 3/16' MAX. 115' MAX (X) 71 5/8' MAX XO oX 110 1/2' (OXO) (XOX) (XX) (XXO) (OXXO) 0.460' OVERALL LAM. GLASS GLASS TYPE 'A' mann 10'V. I 3 B pL S I 0.480' OVERALL LAM. GLASS GLASS TYPE 'A' (DOOR LEAF) 0.455' OVERALL LAM. CLASS GLASS TYPE 'H' (DOOR LEAF) GLAZING OPTIONS Owl OX. 10UMAY9 8 FAN000 RA PE BROICTFS ,UR'CAN. MA 4 2008 INDUCT RENEWED g/*Oying grab dm F.4110 itddlegCodt Aagbace OOI { 6gglrttlm Dpi,me Aer'K.9wlX. 8 a drawing no. W02 -77 (ewe 2o1 B I ■ ( I l VFT s (XX) (XXO) (OXXO) 0.460' OVERALL LAM. GLASS GLASS TYPE 'A' mann 10'V. I 3 B pL S I 0.480' OVERALL LAM. GLASS GLASS TYPE 'A' (DOOR LEAF) 0.455' OVERALL LAM. CLASS GLASS TYPE 'H' (DOOR LEAF) GLAZING OPTIONS Owl OX. 10UMAY9 8 FAN000 RA PE BROICTFS ,UR'CAN. MA 4 2008 INDUCT RENEWED g/*Oying grab dm F.4110 itddlegCodt Aagbace OOI { 6gglrttlm Dpi,me Aer'K.9wlX. 8 a drawing no. W02 -77 (ewe 2o1 B TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPPCING 1BY OR 26Y TYPICAL ANCHORS SEE ELEV. FOR SPRING WOOD BUCKS 18Y OR 2Br WOOD BUCKS FLUSH BOLT PENETRATION METAL STRUCTURE TYPICAL ANCHORS SEE BE FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4• DIA TAPCONS BY ELY INTO WOOD STRUCTURE 1 -3/4• MIN. PENETRATION INTO WOOD THRU 1 F OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 —I/4° MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4• MIN. EMBED INTO CONCRETE OR MASONRY 1/4• SELF DRILLING SCREWS (GRADE a CRS) INTO METAL STRUCTURES STEEL : 12 GA. MW. (Fy m 35 KS MIN.) ALUMINUM : 1/6° TNK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL F IGFJIRTAYIx INTO CONCRETE AND MASONRY m 2 -1/2° MW. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE m 3/4° MW. 3 ROWS REOD. FOR DEEM LOADS ABOVE +80.0 MY WIN AT IY 0.C. 3/8• x 3 a• 1/2• FROM SILL ENDS REOD. FOR LOADS ABOVE +53.3 PSF ALT. AT IY O.C. 1 'TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 /B•xsa• 2 -1SILL /4• FROM ENDS TYPICAL ANCHORS PRODUCT RENEWED Iww1131115 RID the FTmide ARDIETECoda NApd•6317D2- 13115ntlm Dam <m S SEE ELEV. FOR SPACING ELEV. FOR SPACING yo TWO PIF C SIIL AT LEFT drawing no. W02 -77 fa„V v 1 1 0 a k i t i 1 X' t I. 1 drawing no. W02 -77 (sheet 4of 8 i �U �� .. 3000 JI68 1334 FISK 4 PART / G0AN21R =CREPT= MATERIAL MANP. /B'OPW.IXB/REMABXS 212B 1 19-384 1 FROZE HUD 8083 -T8 - 21ED 1773 L� L 2 WIT 28815 1 FRAME 881 8083 -18 - '� k E. E. 1E11 J a 3-y11� $ g� 311 mi$7E 2A ow 37319 1 ALT. FRAME SILL 8083 -T8 - 1994 E.SE9 •IE9 CN 37888 CENTER H FK E 28 TY784 1 AU. FBAl1E Shc. BO&7 -18 - J 689 J097a 2 SDEUTE FRA1Ri 6043 -T8 - 1b00 34 7Y175 2 DOOR JAYS BOB3 -T8 - *248 4 GW 36048 1 PA EL LOCK 5010 6083 -T9 - FRAME HEAD 06-038 FLUSH BOLT GUIDE OW -27646 21aS r,per 1 M TYtM 1 ALT. PAXF]. LOCK BOLE 6063 -TO - 5 EN 38935 1 PANEL 10043E STILE 8093 -15 - 4248 9 TW081 2 PAFRL. TOP/BOTTOM RAIL - 2185 - 9578 OW 37889 -A OUTER HINGE 7 OW 31848 4 WEATHERSTRIP ADAPTER 8083 -T9 6093 -15 EIS OF DOOR STILES (TOP/BOTTdI) 8.185 8 GW 3786&1 WHINGE ASST. TM OUTER {ALIT HINGE 6053 -19 DOOR PAIQ7./FRYW 1 WOE 3Jmo �I LOIe 33888 1/NMfE ASSY. TM CENTER BUR HINGE Lp� HINGE P01 9 10 GM OW 32422 2 DOOR LOCK MOW 8083-18 6063 -T6 DOOR PA14SL RAPE HINGE SIDE LOCK STILE .082 1.843 11 - 2/ LEAF 3/4 x 1 1/4 t 3/4 t 1/8• SIX. CAP AUUMW 3' LONG LB43 I 12 - 2/LEAF TM FLU94 8017 ASSEMBLY ALUMINUM OO89 LOCK STILES 18 4037 AS 9500. ULTRUSW CENTERED! WCOLPSE W004. LOOT STILES, JAMB$ HEAD. SBl Ihhh----- 3.8W --d CAP �• 17 OW 27648 2/LEAF FWS496LT WADE, Y LONG 6083• -15 LOOt STil9 ENDS (7W+ /8017014) 1 g 3-1 r--- I . TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (684) 781 -4470 FAX (684) 781 -8076 .. 1500 18 - 1/HINGE 7/32•, MINCE PIN STEEL AT 8104 MINCE ASSEMBLY I •LuW+H j10 K 9/9' NIECE X SY9 �J110. - A9 REOD. 010 t 1/Y P.H. UNDERROR SOS. STEEL AT FLUSH BOLTS 0 SIDS FRAM 3 OW 36589 yn4 ® DOOR JAMB 21 - 2 /LEAF 1%26 sac= ROD. WASHER & NWT STEEL. TOP/BOTTOM E183 RAW 22 SERIES 400 1 KW5B0T 0 08LCCK - ALINE LEAF 23 SEIZES 600 I KIT 03-406017 - /LINE LEAF W 2000 N 24 - 2/3-0100 ABSY. HINGE SLEW= PLASTIC H OWE ASSEMBLY .750 (, 3zs 26 - 18 OUST' P1110 (OPTIONAL) PLA90C 000R JAYS INSTALL SCREW NOES F 28 - AS RE00. #10 x 1' P.H. WAS. (ASST. SCREW) STEEL ODOR FRAME YFNBE!ffi/YUU. CUPS a7s 3000 27 29 - WHINGE 6851. 1 HINGE CAP SILL ADAPTER (1' x 1' x 1/16' TUBE) PLASTIC ALUM HINGE ASSEMBLY WEATHER -STRIP ADAPTER GW -31826 3901 7.689 1 $ B • : Jtbe 3D 31 t snL ADAPT R (1/2' x t• z 1/18' MBE) ALHW — HINGE • c 830 8.000 TY -079 t LOCK STILE REI•!F'OR0000NT 6083 -Te FULL LENGTH 0 000H LOCK SILLn 34 16-0544 2 MULLLOA 6063 -T0 BETWEEN 00CR/>DDE LITE ORBS '689 .415 35 OW 4 MASS ASS STOP 8063 -TO SIDE UTE GLAZING PERIMETER 37 0W 38737 OPTIONAL 0.0. DECORATIVE MOULDING 9093 -T8 � PAM. PERIMETER 1.750 DOOR TOP & BOTTOM RAIL TM MI ASSEMBLY 37A 11A-1854 OPTIONAL 0.0. DECORATIVE MOULDING 8893-18 DOOR PANEL PERIMETER - 3375 g app ® DECORATI AW-E8MOULDING 3400 4.793 4.753 498 L750 .625 ■ -- ,89.E . ` _ • 079 .6E5 EN 3=0 .890 T— 1000 1000 f 2W0 I 2010 I Ell L750 .187 - - ' .750 L_ T— 1000 082 . 750 L750 --F 3,gpp - ' L- r a •33e ® DECORAT�NE1 MOULDING I-- 3486 -4 DOOR HINGE STILE •082 O SILL AWAPTERS 4.Wp Q DOOR LEAF LE -4.400 ® ALT. DOoOR17L2FAF STILE TM l o <m PRODUCT RENEWED L ' •; �o 1 • '— 3 E90 —� 1157 :I "-- f' J 340- I�I•..LTTrJT I UI 5199 � •789 r L055 E} 9* OR HJMA�fp Wow STRUCTURES 4 2QDR with 9u ElorMA &° ''{ allo ; ,1' L• i4 Dbida -^ I - - -!- 3090 FRAME SILL '—` ® 3.aw ---4 ALT. FRAME SILL ® ALT. �I rW02-77 GLASS STOP 0W -31958 3Dm STD. FRAME SILL GW -28819 --LBID aes 31 LOCK STILE REINFORCEMENT (sheet $of B SUXgai FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MUWON AND JAMBS SEALED WITH SILICONE. HINGES; 7 —S /8° LONG ALUM BUTT HINGES, AT 11° FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: ST▪ ANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON OOQtIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH STS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(%) DOORS DEMMU2 MULTI —POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTM WITH (2) #12 -28 X 2 -1/4° OH MS METALLIC STRIKE PLATE AT 34 -1/2° FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2° FH EMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 78 -1/2° FROM BOTTOM FASTENED WITH (2) 8 -32 X 1/2° FH MS BOLTS AT TOP 8t BORON OF ACTTRI ONO RAINE LEAFS TO BE ENCODED NM PERIODS OF HURRICANE Woo) .4, FRAME TOP CORNER SIDELITE CORNER 4(Z> FRAME BOTTOM CORNER 03‘4: F+wa 0 HUNAITIUN FAaUOO STRUCTURES F7A� 1 3a 4 20118 PRODUCT RENEWED asongi Nag with the PbrMa aiding Code N i* mAt • Mimeo Dot eae �/q?,1 Mina drawing no. W02 -77 sheet Be 6 1