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WS-09-1479 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL CV00- Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 134372 Permit Number: WS -9 -09 -1479 Scheduled Inspection Date: February 10, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: GRUNDHAUSER, LOIS Work Classification: Door Replacement Job Address: 640 NE 101 Street Miami Shores, FL 33138 -2468 Phone Number Parcel Number 113206017209 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415 Building Department Comments REPLACE 1 IMPACT DOOR Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 134040. CREATED AS REINSPECTION FOR INSP- 133920. Anchors must be exposed for inspection. NB Failed ❑ Same comments NB Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 09, 2010 For Inspections please call: (305)762 -4949 Page 11 of 21 � & A s Miami Shores Village 10050 N.E. 2nd Avenue ����COrttli£t1t Miami Shores, FL 33138 -0000 z� k� � Phone: (305)795 -2204 R Expiration: 03/161201 Project Address Parcel Number Applicant 640 101 Street 1132060172090 Miami Shores, FL 33138 -2468 Block: Lot LOTS GRUNDHAUSER d` Owner Information Address Phone Cell LOIS GRUNDHAUSER 640 NE 101 ST MIAMI SHORES FL 33138 -2468 Contractor(s) Phone Cell Phone Valuation: $ 4,400.00 FLORIDA HOME IMPROVEMENT (954)792 -4415 _... Total Sq Feet: 0 Type of Work: DOOR For Inspections please call: No of Openings: 1 (306)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $3.00 WS-9-09 -35799 $ 122.75 $ 72.75 Education Surcharge $1.00 ?_ Permit Fee $110.00 WS-9-09 -35799 $ 122.75 $ 122.75 $ 0.00 Scanning Fee $6.00 Check* 3033 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $2.75 Total: $122.75 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 16, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 16, 2009 1 x� Miami Shores Village Fm Building Department CEP o 3 tioo� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ° ® ®° Tel: (305) 795.2204 Fag: (305) 756.8972 BV. - - ®° BUILDING Permit No. S()q — I PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle) Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) L0 15 W05"A&tl (.E Phone # Owner's Address 0?%40 NJE� i i 5r. City E11AMI eOOQC5 State ft-. Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 0040 tit. L01 ST . City Miami Shores Village County Miami -Dade Zip 13$ FOLIO / PARCEL # 11- 1 32C(p.017. 7090 Is Building Historically Designated YES NO Contractor's Company Name Ft.0 0 04 Na''It. nPrckUEnF_UT Phone # 95Q- -1 Contractor's Address 40 5W 30 NNC a � City - 110e.L 0of� State R- Zip 3:55t2 Qualifier Name WM NE T- B McTr Phone # 954- 1gZ,44 State Certificate or Registration No. CCSCOULS90 Certificate of Competency No. Architect/Engineer's Name (if applicable) kC K Phone # °1SQ - &S-1 O U (90 Value of Work-For this Permit $ N iZ�N Square / Linear Footage Of Work: Type of Work: ElAddition ❑Alteration ONew Repair/Replace ❑ Demolition Describe Work: 00:� i 1 MPAC (' 00M . Submittal Fee $ ..Si '� Permit Fee $ CCF $ CO /CC Notary $ i Training/Education Fee S no Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ c� Structural Review. $ Total Fee Now Due $ 9- 1S See Reverse side Bonding Company's Name (if applicable) r 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 Signature W � Signature r , , Owner or Agent Contractor The foregoing instrument was acknowledged before me this �_ The foregoing instrument was acknowledged before me this day of � = 2dJi , by lei 5 lbp iraM enA le. day of 20 09 'a - t J L&O , who is personally known to me or who has produced who is personally known to me or who has produced As id tification and who did take as identification and who did take an oath. NOTARY PUBLIC: .����y NOTARY PUB dP tRP �� ��ti �►�� o Sign: Sign:` gyp.O ©s Print: -1 C-o 25 0 s� Print Gp' ���5 `g �v 0 ` My Commission Expires: _ My Commis 'aF� 1 \� q aptl3 APPLICATION APPROVED BY: - =G �/ Plans Examiner Engineer Zoning (Revised 02!08W Property Information Map Page 1 of 1 Y My Home Miami -Dade County, Florida MIArM Property Information Map r 3 Summary Details: " Folio No.: 11- 3206 -017 -2090 u Pro 0 NE 101 ST - a ailing OHN GRUNDHAUSER Address: LOTS WEISMANTLE 0 NE 101 ST MIAMI SHORES FL ' s 3138 -2468 Property Information: Prima Zone: 1300 ONE FAMILY 0001 RESIDENTIAL- LUC: INGLE FAMILY y* a Beds/Baths: 12 Floors: v Y Living Units: 1 f d' Sq Foota e: 3,756 Lot Size: 13,250 SQ FT Year Built: 1956 D PL MIAMI SHORES EC 4 PB 15 -14 LOT 3-4 & E1/2 OF 5 BLK 103 Legal LOT SIZE 125.000 X 106 r Description: OR 17365 -390109961 COC 21606 -2480 08 y s -• 0034 Sale Information: ale OR: 17385 -3901 ISale Date: 11996 ale Amount: 254,600 Assessment Information: Digital Orthophotography - 2007 0 112 ft EBuildin 2009 2008 $227,806 38,055 This map was created on 8120/2009 11:08:05 AM for reference purposes only. ue: $330,185 $399,923 Web Site © 2002 Miami -Dade County. All rights reserved. e: $557,991 837,978 alue: $286,428 286,142 Exemption Information: ear: 1 2009 1 2008 Homestead: 1 $25,000 1 $25,000 n H YES I YES a Taxable Value Information: Year: , • 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $236,428 $236,142 County: $50,000/ $50,000/ $236,428 $236,142 City. $50 $50 $236,428 $236,142 drool Board: $25,000/ $25,000/ $261,428 1 $261,142 http: / /gisims2 .miamidade.gov /myhome /Printmap. asp? mapurl = http: / /gisims2.miamidade.go... 8/20/2009 i illiii 11i1111i1i 1ii1111i11111111111111111111 CFH 20 09RO65833a OR 8k 27009 Ps 1850; tips} RECORDED 09/11/2009 10:06:35 HARVEY RUVIN? CLERK OF COURT NOTICE OF COMMENCEMENT MIAMI -LADE COL44TYP FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION LAST PAGE PERMIT NO. . U _ tg19 TAX FOUO NO. 11'320(o'0i7• 2090 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. Space above reserved for use of recwr6ng office 1. Legal descri tion of pro rty and street/address Mtb^l LAT- 3 ^y' 9llz t0'S. M0 Ly� l0l rUAmt 3i{OR�J�` 11 2. Description of improvement: C00025 3.Owner(s) name and address: tit 5 wC3 ' c me 10 3T • M I Af+t! 5 I 3 Interest in property: +(yU►)W32- Name and address of fee simple titleholder _ on a ome mprovement Aii6aates 4. Contractor's name, address and phone number. 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 ignated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida , Name, address and phone number. _ 8. In addition to himself, Owners desig tes the following person(s) to receive a m ice p% � n 713.13(1)(b), Florida Statutes. STATE ��e Name, address and phone numb: I HER 9. Expiration date of this Notice of Commencement: �Q(� "Wife (ZhB''"'W N a Y1I 1�.�• ED WARNING To OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATI N OF THE RESULT IN YOUR PA T NSIDER OR IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.1 AN IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE COR D POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. \Si s) • s) or Owner(s)' Authorized OfficBrA31n ctor/PartnedManager EG g By �c rint ame ; a Print Name Title/Office Title/office ( 312 STATE OF FLORIDA COUNTY OF MIAMI -DADE ZOCQ The foregoing Instrument was i - ipwiedged before me this 6 day of By LO►5 W1ca5TA14T ❑ Individually, or ❑ as for ersonally known, or ❑ produced the following type of Identification: Signature of Notary Public: lll�►, ! Z 3 Print Name: ( SEAL) VERIFICATION PUR N 9?,525 FLORIDA STATUTE 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.p;' Signatu s) of r(s) or Owner(s)'s Authorized Officer /Director/Partner/Manager i , ,v e: \. By i oi4m PAGE 11W 03/02/2009 - 5:01 orn troo F: \03 ElementAl0 Loading \11 CalculatorsWSCE 7.05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 007 LORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH I MRH =0 -60' ON Kd=0.85 DES LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C SEE NOTES INTERIOR ZONE 4 P EXTERIOR ZONE 5 PRESSURES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES (PS - Zone 4 Mean DESIGN PRESSURES (PSF) - Zone 6 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS Rte} Tributary Area (Sq F0 Roof Tributary Area (SO Fi) DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. Heigh 10 15 20 25 30 35 40 45 50 Height 10 15 20 25 30 35 40 45 50 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A 50'4 92 48.3 47.6 47.1 46.8 482 45.9 45 5 -622 59.8 - 58.0 -56.7 -55.6 -54.6 -53.8 53.1 52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +48.5 2 +44.4 +43.7 +43,1 +42.7 +42.3 +41,9 +41.6 0 - 15 ft +48 6 +452 +44,4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 3. USE TABLES VALID ONLY FOR BUILDINGS LESS THAN MEAN ROOF HEIGHT. 0 4. TABLES ES VALID FOR ALL ROOF ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° 16 ft -49.8 -49.0 -48.3 -47.7 -47.3 -46,8 -46,5 ': •462 16 ft '83.1 50.6 -58.8 57.5 56.3 55.4 - 54.6 53.9 -532 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. +47.1 +45.9 +45.0 +44.3 +43.7 +433 +42.9 +42.5 +422 +47.1 +45.9 +45.0 +44.3 +43,7 +43.3 +42.9 +42.5 +422 S. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT 52.4 51.1 502 49.5 48.9 48.4 -48.0 477 - 47.3 54.6 -82.1 -60.3 58.9 57.8 56.8 55.9 552 54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44,3 +43,9 +43.6 +43,2 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 20 ft 53.5 522 51.3 -50.6 50.0 45.5 49.1 48.7 48.4, 20 ft - 66.1 r-66.0 5 51.6 502 59.0 - 58.1 572 56.4 55.8 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR +49.4 +48,1 +47.1 +46.4 +45.8 +45.3 +44,9 +44.5 +q42 +49.4 1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH*TMATiNEED NOT BE LESS 51.6 51.0 50.5 -50.1 49.7 49A -67A 8 - 62.9 -61.4 502 592 58.4 57.6 56.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWREEN STRUCTURAL 22 ft 54.6 53.3 52.4 • 22 ft OPENINGS ONLY - THIS INCLUDES AREAS BET'V1�EN CTURAL MRJt!LS. IF THE TR3D�XIM +50.4 +49.0 +48.1 +47.4 +46.8 +46,3 +45.8 +45.4 +45.1 +50.4 0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 AREA OF AN OPENING CANNOT BE IDENTIFIED, Q� 01V CRITI�IL (]�],$QUARE FEET) FFI�1LL 24 ft -55'6 54.3 -53'3 - 52'6 -52.0 51.5 51.0 50.6 50.3 24 ft -68.7 54.1 52.6 -61.4 -60.3 -59.4 -58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOW11T0 iNE LESSER T�1EegNU LUE. FOR LAVER +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 +51.3 9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THEE ipGfes7iPUBLLSFiF -0y01j1E • • • • • • 56.8 -552 542 -53.5 52 9 523 -51.9 -51.5 -51.1 59.8 -.1 55.1 53.6 -62A 51A 50.4 - 59.6 58.9 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE S) PER 26 ft 26 it THE FIGURE OR INFORMATION BY OTHERS. A*MQtW- lllONABLE OPENING IS TO B® • +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +475 +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) • • • • • • 28 ft 57.5 56.1 55.1 - 54.3 53.7 532 52.7 52.3 51.9 28 ft -70.9 - 662 662 54.6 83.4 52.3 51.4 60.6 59.9 9. READ OFF POSITIVE AND NEGATIVE PRES�FU� USE AS BY THC LOCAL • +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 +53.0 +51.61+50.6 +49.8 : +492 +48,7 +482 +47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE. 0000 • • • • • • • • • 30 ft -N'3 - 56'9 55 9 55.1 54.5 53.9 535 -53.1 52.7 30 ft -72.0 -692 57.1 - 65.6 -64.3 532 -62.3 - 61.5 -60.7 GENERAL NOTES: 000000 • • 00080 • +53.8 +52.3 +51.3 +50.8 +49.9 +49.4 +48.9 +48,5 +48.1 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE"?C"(!DRAWIIfC. f�a TABLESW4)416Y ft 59.1 57.7 56.7 55.9 552 54.7 542 53.8 53.4 ft -73.0 -70.1 58.1 -66.5 852 54.1 83.1 823 81.8 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P. • +54.5 +53.1 +52.0 +51 3 +50.6 +50.1 +49.6 +492 +48.8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48,8 2. THIS SPECIFICATION IS INTENDED TO ILLV9ifR4lE 4lDESIGN WINDWRESSURES AS LISTED. 59.9 58.4 -67.4 58.6 55.9 55.4 - 54.9 54.5 -54.1 -73.9 -71.0 - 68.9 -67.3 56.0- - 64.9 -64.0 -63.1 -62.4 USE OF THESE TABLES AND CORRESPONDING NINDBVELOCITY, EXPOSURE, AND OTHER • 34 ft 34 ft COEFFICIENTS LISTED HEREIN SHALL BE DICTXTED ANO VERIFTE THE GOVERMR(P • • • +552 +53.7 +52.7 +51.9 +51.3 +50,7 +502 +49.8 +49.4 +552 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 BUILDING DEPARTMENT AND PERMIT HOLDER.JJO WA#RANTY FOWW4(:%BILTTY QFTABLE 38ft 50.6 - 59'1 -58'1 57.3 56.6 56.1 - 55.8 55.1 54.8 36ft -74.8 -71.9 -69.8 58.1 -66.8 55.7 -64.7 - 83.9 53.1 VALUE USE IS OFFERED HEREIN. +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3, THIS SPECIFICATION IS NOT INTENDED TO SOR &4Y PROgUCT &WROVED 00900 a 51.3 59.8 %J - 57.9 57.3 -56.7 -562 - 55.8 55.4 � ft -75.7 -72.7 - 70.6 -68.9 57.6 -66.5 - 65.5 - 64.6 -63.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST ORITERIA &ND OTAR 38 ft APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APP&IC#M TTY OF THESE TABLE +56.5 +55.0 +54.0 +53.1 +52.5 +61.9 +51.4 +51.0 +50.6 +56.5 +55.0 +54.0 +53,1 +52.5 +51.9 +51.4 +51.0 +50.8 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. - 62.0 - 60.5 59.4 58.6 57.9 - 57.3 56.8 56.4 -56.0 -76.5 -73.5 -71.3 -69.7 56.3 - 672 - 662 - 65.3 -64.5 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II 40 ft +57.1 +55.6 +54.5 +63.7 +53.0 +52.5 +52.0 +51.5 +51.1 40 it , 571 +55.6 +54.5 +53.7 +53.0 1 +52.5 +52.0 +5115 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL. CONSTRUCTION) USING AN IMPORTANCE FACTOR 73 - 42 ft 52'6 61.1 60.0 592 -58.5 57.9 57:4 -57.0 56.8 42 ft -77.3 742 -72.1 -70.4 69.0 67.9 56.9 66.0 552 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 +57.7 + 562 +55.1 + 54.3 +53.6 +53.0 +52.5 +52.1: +61.7 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. 632 51.7 60.6 -59.7 59.1 58.5 58.0 57.5 5T 1 -78.0 -75.0 -72.8 -71.1 69.7 68.5 57.5 -88.6 55.8 VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +63.0 +52.6 +52.2: ft +58.3 +56.7 +55.7 +54.8 +54.1 +53.51+53.0 +52.6 +522 =HIGH VELOCITY HURRItAIVE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 461t .83.8 - 62.3 -612 -60.3 59.6 59.0 -585 -58.1 -57.7 46 ft -78'8 -75.7 -73.5 -71.8 -70A -692 582 57.3 58.5 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +63.1 +52.7 +58.8 +57.3 +662 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR 64.4 - 62.8 -61.7 - 80.8 •60.1 -59.8 59.0 -58.6 -582 -79.5 -76.3 -74.1 -72.4 - 71.0 -69.8 -68.8 87.9 57.1 AFFIRMATIONS ARE INTENDED. . 48 ft 9.4 +57.8 +56.7 +55.8 +55.1 + ,+54.5 +54.0 +53.6 +53':1 " 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10 /° 0 OF LEAST HORIZONTAL DIMENSION OR 40% ° OF MPH, PEAK ROOF 50 R 54.9 - 63.4 522 51A - 60.7 - 60.1, 59,5 59.1 =58.7 soft -802 -77.0 -74.8 -73.0 71.6 -70.4 59.4 -68.5 57.6 WHICHEVER IS SMALLER, BUT NOT.LESS THAN 4% OF LEAST HORIZONTAL HEIGHT +59.9 +58.3 +572 t+56.3 55.6 +55.0" +54.5 +54.0 +53.8 +59.9 +58.3 +572 +58.3 +55.6 +55.0 +54.5 +54.0 +53.6 DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAN 52 ft 55.5 -63.9 -62.8 12 -60.6 -60.0 59.6 59.2 52 ft -80.8 -77.6 -75A -73.6 -722 - 71.0 59.9 89.0 582 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF +60.4 +58.8 +57.6 56.1 +55.4 +54.9 +54.5 +54.0 +50.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 a a ROO ROO HEIGHT ft .66.0 54.4 - 63.3 61.7 51.0 50.5 -60.1 59.6 54 ft -81.5 78.3 -78.0 -742 -72.8 -71.8 -70.5 69.8 68.7 HEIGHT +60.8 +592 +58.1 56.5 +55.9 +55.4 +54.9 +54.5 +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54. .86.5 54.9 - 63.7 62.1 51.5 51.0 - 80.5 -60.1 -82.1 78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 4 SB ft +61.3 +59.7 +58.5 56.9 +56.3 +55.8 +55.3 +54.9 58 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 rj 4 J O ® �(a so 2 - 72.1 -71 1 -70.3 - 87.5 •86.8 - 64.7 - 83.8 -83.0 -82.4 51.9 X1.4 51.0 - 83.3 -80.0 -77.7 -75.9 - 74.4 a 0 • 5 ft +622 +60.6 +59.4 +585 +57.8 +57.1 +56.6 +56.1 +55.7 ft +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 ELEVATION 50 WALL ZONE FIGURES A m g REMARKS DRWN CHKD DATE < # O > INRI CL F� o<u19 /afi 2007 FLORIDA BUILDING CODE ENGINEERING C m REVISE FOR 07 FBC TSB FLB 07J23/09 EXPRESS ® o o x m ASCE 7 -05, MRH = 0 - 60 FT p mr FA C - _ DESIGN LOADS FOR 160 SW 12th AVENUE, #106 A oz 1 (J� r - - - COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 9 ^ THIS DOCUMENTIS THE PROPERTY OFFRAN CLBENNARDO, 01 Z RE AND SHA WrrHOUT WRITTEN FFR DUCED W WHOLE OR PART PIT: (954) 354 -0660 FAX: (954) 354 -0443 ` ANKLBIDOP O , P.E. 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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 the High Velocity Hurricane Zone. DESCRIPTION: Series "HI- TECH" Outswing Steel Entrance Doors - Impact APPROVAL DOCUMENT: Drawing No. W08-73 titled "Series "HI-TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -11 -08 and last revised on July 02, 2009, signed and sealed by Arshad Viqar, P. E. bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max. height of the door with Wood veneer is limited to 100" and Decorative Steel is limited to 83 ". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang, China 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 09 -0128.07 Expiration Date: July 22, 2014 rflarat csmECOUrar�r Approval Date: July 22, 2009 / 1APPROVED1 Page 1 7 . . ... . . . ... .. .. % .. . . . . . . . . . . NAS Unlimited Doors, LLC: ::: :.:. NOTLCE OF ACCEPZANCE: EVIDENCE SUBMITTED . . . . . . . . . . . . . . .. . .. .. A. DRAWINGS: ' ... . ' • I. Manufacturer's parts and sections drawings. 2. Drawing Vq..W08 ; 73.Vtle4 „ `Sqjes "HI- TECH” OutSwing Entrance Door" Sheets 1 drouV -7 of.7; plejareAy Al- Farooq Corporation, dated 08 -11 -08 and last revisgd,enJJy V, '019,*..j pll and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202 -94 2) Uniform Static Air Pressure Test Loading per FBCTAS 202 -94 3) Water Resistance Test, per FBC TAS 202 -94 4) Forced Entry Resistance Test, per FBC TAS 202 -94 5) Large Missile Impact Test, FBC TAS 201 -94 6) Cyclic Loading Test, per FBC TAS 203 -94 Along with installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (FTL07190), dated 01/26/09 and FTL 5656 (F]PL08090) dated 01/27/09, both signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS: 1. Anchor calculations and structural analysis per FBC 2007, prepared by Al- Farooq Corporation, dated 10/09/08, signed and sealed by Dr. Humayuon Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS L Tensile Test report No. FTL5478, Tests #1, 2 & 3 dated 01 -26 -09 per ASTM A -. 370 -05 for steel face sheet, prepared by Fenestration Testing laboratory, signed and sealed by Carlos Rionda, P.E. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 01, 2009, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P.E. 2. Statement letter of conformance and no financial interest, dated September 23, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory Compliance statement issued as part of test report. G. OTHER 1. Test proposal # 07 -3338, 07 -3338 R and 07- 03338R -1, dated 06/05/08, approved by BCCO. 2. Distribution agreement between NAS Unlimited Door, LLC and the manufacturer, China. U, Ishaq I Chanda, P.E. Product Control Examiner NOA No 09- 0128.07 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 E -1 0 40 1/4' MAX. 76* MAX. ' ;I= )* FRAME WIDTH FRAME WIDTH GLUED ON GLUED ON 9. WOOD OR PVC VENEER 18-* MAX. WOOD OR PVC VENEER I B" MAX z HEAD/SILL 3. �A OPTIONAL EAD/SILL A) OPTIONAL -\ \ w— CORNERS IL •@••• 4i 6609• on (Art •90• V INACTIVE ACTIVE W ACTIVE \ ' , • SEE SHEET GLI FOR HINGE OPTIONS 36 1/2 MM. tm 1 36 1/2 MAX. in l LEAF WIDTH LEAF WIDTH (x) (xx) Ann-W as wmpWft r fth th, FlaftFlaft CiRle MAXIMUM DESIGN LOAD RATING = + 70.0 PSF M:di�nmd Pilo SERIES HI-TECH OUTSWING ENTRANCE DOOR (FOR SIZES SHOWN OR SMALLER - 80.0 PSF Dn" AS LIMITED By CODE) 11—L "- 4vt WITH DECORATIVE WOOD VENEE DR WITH DECORATIVE STEEL SURFAC DOORS WITH WOOD VENEER It DOORS ARE APPROVED FOR INSTALLATIONS WHERE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL - 1 1 1 WATER INFILTRATION RESISTANCE IS REQUIRED. 4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE .9 01 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IM IBY OR 28Y WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO SHUTTERS ARE NOT REQUIRED. TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr. ARSHAD VIW EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. PE 63 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS CAR. INS ARE NOT PART OF THIS APPROVAL. t A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS JUL 0 2 M OF 2007 FLORIDA SM. CODE SECTION 2003.8.4. .( �1-f 7-1 40 1/4" MAX. 76" MAX. FRAME WIDTH FRAME WIDTH �I " GLUED ON GLUED ON g" 18" MAX. - 18" MAX. Z WOOD OR PVC VENEER -. � "'� WOOD OR PVC VENEER OPTIONAL HEAD /SILL `Al OPTIONAL HEAD /SILL .Ali CORNE Y CORNERS I I� 0 E Q xi al or 0 0 I ^ \ I • 1 4,11 ACTIVE ACTIVE INACTIVE • ? n • • • • • SEE SHEET 6 B1 61 •• • :' • FOR HINGE OPTIONS 36 1/2 1w .� 8 36 1 /Z . MAX r p • t �� p n TH LEAF WIDTH U F'.4 N m (x) (xx) -� — . FWtltb�8afn°Jta�gCn�de�wli(itM MAXIMUM DESIGN LOAD RATING = + 70.0 PSF FIOt11b� JW Zt r Ze�y (FOR SIZES SHOWN OR SMALLER — 80.0 PSF c AS U TEO BY CODE) DOORS WITH DECORATIVE STEEL SURFACE EGRESS REOUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ro o m � c ` rqr: ARSHAD VWAR t .� ❑ FLA. PCIVIL CAN. Um 888] I L" drowing no. JUL 0 2 2009 W08 -73 sheet 2 of 7 IBy TYPICAL ANCHORS 1 -1/8' X 3 -1/2 WOOD BUCK U ...o� WOOD BUCK SEE ELEVATIONS S.G. 0.59 IN STRUCTURE `•.�. g SEE ELEVATYPICAL ANCHORS \ FOR SPACING OSEE TYPICAL EMBE D DE EXPANDING FOAM �m ELEVATIONS �� �I I FOR SPACING �. OR SILICONE ` �". t7 FOR SPACING i 0 t r 22 C, I, �A 1 I I TYPICAL ANCHORS a Q g i SEE ELEVATIONS a o or I I 1 20 1 FOR SPACING 0 4 i i 4A i i I MIAMI -DARE COUNTY APPROVED 4' MULLION k MULLION ANCHORS �3 I I SEE SEPARATE NOA d g STEEL PLATE • • N g L� .00060 to 18 , SPOT WELDED TO FRAME • 1 • • Z q A� •• I I I , � • WWWI•.1 F • sees •sse• 10 10 10 10 • 2a za V I d sees: TYPI • SEE ELEVATIONS • " • • •tt//ff • • • • 1® FOR SPACING •••e•• ••••s _ •• •• sees• O 29 SEE SHEET 4 Qi • e • • • • 8. • • FOR LOCATION 0 WOOD BUCKS AND METAL STRUCTURES NOT BY NAS UNLIMITED • • • o a • - a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • g • • e e • S 3 W $ x W _ I AND TRANSFER THEM TO THE BUILDING STRUCTURE. : • • • e ° a J I • E. E ELEV. FOR SPACING • • • : Ia U- Geese 1/4" DIA. mTRACON BY u =177 KSI, Fy =189 KSI) In DECKS OR Co arl D STRUCTURES A ad �� c PTmide gp[Uluq N = ♦w I 1 -1/2" MIN. PENETRATION INTO WOOD _ THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY c g °- I I la 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) to f--5 +. I INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THIN. 1/8") �� t %. INTO METAL STRUCTURES vi STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ! LLL 11 ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) B i g O i i 2 B1 I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ° ' 14 2 via TYPICAL EDGE DISTANCE b � c m 7A INTO CONCRETE AND MASONRY 2 -1/2" MIN. � ` INTO WOOD STRUCTURE = 1" MIN. � g 7 t n INTO METAL STRUCTURE - 3/4" MIN. Erm, ARSKAD VIQAR 1 0 cm CONCRETE Vc .b00 PSI MIN. F`CAN. J 3 B • • I ' v > a e v MASONRY Pm 2000 PSI MIN. �3 iX4 WOOD rK' ° $2 •'' TYPICAL`ANCHORS ^ • L TYPICAL`ANCH N ORS v l S.G. m SEE ELEVATIONS SEE EEVATIOS — EMBEDE WITH FOR SPACING DOORS WITH FOR SPACING droving no. EXPANDING FOAM WOOD COVER DECORATIVE STEEL SURFACE JU U t. 6� Z y W0 OR SILICONE STEEL TO 13E STAINLESS OR PAINTED CARBON STEEL JU 2009 aheet 3 Of 7 ( U I ' QZ I n /n Z` 9 / 0 ° / ° W 3/8' MAX. a s s /B• MAX. SHIM � e.ee —, SHIM C i S lR, u t a / n 0 c I! I 20 WOOD BUCK / / n 0 a ' 25 r WOODS ; STRUCT 1, \ I y \veveeeeenne� M 8 I • I I � i j � 2s \ u 2S a� 34 I / \\ o • < V EXTERIOR I 12 B 2t \\ n •••i•• a • 38 TYPICAL ANCHORS v------ •• V SEE •• MAX. S • 36 1/2* PAC • • • • • FOR SPACING p\ • • • � t0 LEAF WIDTH - - • • • • • • • • • 40 1/2 MAX. 25 •••*• ••••• TYPICAL ANCHORS FRAME WIDTH • • • • • • • • • • • • DOOR LEAF WITH WOOD COVER FOR SPACING „SINGLE (X) DOORS WITH • • • I ` • )FOOD COVER REINFORCING CHANNEL • LOCATISI�S • •+ 8 • • • • I1M� 1—aM ••••• 3/8 mAX. 1 /4 . • • • • t •• • Z i5 • • • • i • • SHIM SHIM SPACE o >_ • 1BY W000 BUCK + METAL STRUCTURE i Approved as compift wilb I, • 11 B Coda Ad c Cmdol�+adggl ° - - - - i TYPCAL ANCHORS y I SEE ELEV. ai TYPICAL ANCHORS I FOR SPACING SEE ELEV. FOR SPACING 10 EXTERIOR a c mi$i 36 1/2" MAX. 1 -1 /8 X 3 -1/2' WOOD BUCK S.G. m 0.55 o LEAF WIDTH EMSEDED IN EXPANDING FOAM c 40 1/2 MAX OR SILICONE FRAME WIDTH SINGLE X) DOORS WITH PCIVI W ffi I I I ' DECORATIVE SURFACE CAN. 3539 t $,�I j i B J f �) l d rawing no. JUL b 2 2009 - 73 sheet 4 of 7 , SHIM .. Eg 2 ,WOOD BUCK' Q i a �! 28 73 - - -- - --� I —— WOODIStRUCT E 1 'I "n �• • • �g ° � t 2 28 EXTERIOR • • • • • 36 v2• MAX. ' . rANCHO: '66 2 FOR SPACING • • • _ • ACTIVE LEAF MOTH 36 1/2 • • • • • • g o*** IN LEAF WIDTH • FRAME WIDTH • • • • U � • • • • • TYPICAL ANCHORS • • • • SEE ELEV. DOUBLE (XX) DOORS WITH APPrmed n wl mmplylegW Wl • • • • �. 0 • • •- FOR SPACING WOOD COVER Appm Bed Code '� • • ••:••• • I(�� •••• 3/8• MAX. ,rq• ® • • • • • SHIM G o • • C1 EI • s 6t M •••a• • BU WO CK • MEt�L • _� _ • OD CK j • �RUBiURE Z � • • • • • TYPICAL ANCHORS EXTERIOR SEE EL 26 ( o FOR SPACING ;TYPICAL ANCHORS 36 1/2 MAX. EE ELEV. K FOR SPACING ACTIVE LEAF WIDTH 37• MAX. INACTIVE LEAF WIDTH FRAME WIDTH $ c � DOUBLE 0(X) DOORS WITH ? °I DECORATIVE STEEL SURFACE ffi >3 AR SHAG I i FLA. PE i 38887 CAN. 3338 drawing na. W08 -73, JUL 0 2 20D9 sheet $ of 7 LOCKS : ITEM @ PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS OPTION 01 1 W- 102 1 FRAME HEAD STEEL ROLL FORMED, MIN. Fy - 36.0 KSI ACTIVE LcAF 2 NAS -102 1 FRAME SILL STEEL ROLL FORMED. MIN. Fy - 36.0 KSI MULTI POINT LOCK SYSTEM WITH THUMB TURN 2A NAS -202 1 ALT. FRAME SILL STEEL ROLL FORMED. MIN. Fy - 36.0 KSI �. OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR - LOCATED AT 37 -1/4' FROM BOTTOM, / /�; \ 3 NAS -103 1 FRAME JAMB STEEL ROLL FORMED, MIN. Fy - 36.0 KSI FASTENED TO LEAF WITH (8) ¢10 -24 X 1/2' FH MS 3A NAS -303 1 ALT. FRAME JAMB STEEL ROLL FORMED. MIN. Fy - 36.0 KSI d \ 38 - 1 ALT. FRAME JAMB STEEL ROLL FORMED, MIN. Fy - 36.0 KSI METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR U ON INTERIOR AT 35 -1 /4' FROM BOTTOM / / \ 3C NAS -204 1 ALT. FRAME JAMB STEEL ROIL FORMED, E611. Fy =38.0 KSI IL FASTENED TO LEAF WITH (8) g10 -24 X 1/2' FH MS / / \ 4 1 TOP RAIL CHANNEL (FULL LENGTH) STEEL - p 10 -3/16' LONG ST. STEEL STRIKE PLATE FACING F ' I' 4A - 1 ALT. TOP RAIL CHANNEL (FULL LENGTH) STEEL - DEAD BOLT LOCK AT 39' FROM BOTTOM \ \ ",(f / S - 1 TOP RAIL COVER (FULL LENGTH) STEEL - (� Wm FASTENED WITH (6) 3/16' RIVETS \ \ / 6 - 1 BOTTOM RAIL CHANNEL (FULL LENGTH) STEEL - a 1NACTIINACTIVE > Fl \ I \ / 7 - 1 - BOTTOM RAIL COVER (FULL LENGTH) STEEL - 81. Cl LEAF \ \ • / a3 �' CONCEALED FLUSH BOLTS AT 4" AND \ j \�,' / 7A - 1 ALT. BOTTOM RAIL COVER (FULL LENGTH) STEEL - 77 -1/2' FROM BOTTOM ACTIVE ACTIVE' INACTIVE 8 - 1 HINGE STILE COVER STEEL Sr FASTENED WITH (2) 3/16" RVETS. - • 9 - f LOCK STILE COVER STEEL l 10 NAS -110 AS READ. LEAF EXTERIOR & INTERIOR SHEET STEEL MIN. INK .O48 - , Fs - 36.0 KSI 'Stl j • • i • • Q k • 11 - AS RE00. HONEYCOMB PAPER INSULATION - - • • • • ¢ • OPTION A2 12 NAS -212 1 MULTI POINT LOCK - - • • • • • • i ACTIVE LEAF 13 NAS -113 1 LOCK STRIKE PLATE _ - - • v • MULTI POINT LOCK SYSTEM WITH THUMB TURN 14 NAS -114 AS REQD. LOCK HANDLE OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR • • , L • • • • i LOCATED AT 38 -1/2' FROM BOTTOM, 17 NAS -327 4/ LEAF BUTT HINGES -.095' THK. STEEL - iL a 7 b 4 i FASTENED TO LEAF WITH (4) #10 -32 X 3/8' FH MS 17A NAS -227 4/ LEAF CONCEALED HINGES - .136" THK. STEEL - • • • • • • • METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR 18 NAS -118 2/ LEAF FLUSH BOLTS - - AS mo ON INTERIOR AT 36" FROM BOTTOM 19 NAS -119 AS REOD. FRAME EXTERIOR W'STRIPPING EPOM WEATHERSEAL was • • FASTENED TO LEAF WITH (8) ®10 -24 X 1/2' FH MS 20 NAS -120 AS REQD. FRAME INTERIOR W'STRPPING EPOM WFATHERSEAL. •••• 10 -3/16' LONG ST. STEEL STRIKE PLATE FACING 21 NAS -121 AS REQD. JAMB EXTERIOR W'STRIPPING EPDM WEATHERSEA. #0650 so Q O LL •• DEAD BOLT LOCK AT 39' FROM BOTTOM 22 NAS -125 I HEAD /SILL PLATE STEEL .072' X 3 -7 X NGTH W MI • FASTENED WITH (6) 3/16" RIVETS C Q " • • • • 23 NAS -126 AS RE00. JAMB SHEAR STRAP STEEL • •� 1 INACTIVE LEAF A�VE ACTIVE UdACTrvE 24 NAS -136 AS REQD. DECORATIVE MOULDING - WOOD S.G. m .4S Z tL Does CONCEALED FLUSH BOLTS AT 4" AND 25 - AS REQD. REINFORCING CHANNELS STEEL - • • • • •t p, • 77 -1/2' FROM BOTTOM - • ``x v 26 - AS REQD. LEAF W'STRIi+PING VINYL. p FASTENED WITH (2) 3/16 RIVETS. N pp N 5/16" MS .512 G. S , (4) PER HINGE HINE OPTION At: S Z STEEL LEAF 0 2= 7 .136" THK. X 2 -3/4' LONG METALLIC TWO PIECE .035" THK. MIN. PYpl11dCO CONCEALED s PER LEAF FOR 100" FRAME HT. - 4 PER LEAF FOR 83" FRAME HT. (4) PER HINGE 3/8' ®12 -24 X 5/8' FH MS STEEL PIN c v MOUNTED TO A STEEL CRADLE 5.036 ° a.. WELDED TO FRAME ° < c STEEL LEAF T ' i .022' THK. MIN. E.9. ARSHAO VICAR 1 0 OPTION 02: - H IL FLA. PE 38663 CAN. >� 5" LONG SURFACE MOUNT TWO PIECE BUTT HINGES g EACH FASTENED TO DOOR LEAF AND .893 FRAME WITH #10 -32 X 3/8" FH MS (5) PER HASP. 5 PER LEAF FOR 100' FRAME HT. a INACTIVE LEAF FLUSH BOLT O 4 PER LEAF FOR 83" FRAME KT. - Y� drO Wtrlg n°. l L - d( «, JUL 0 2 2009 W08 -73 sheet6 Of 9 i ILL- �fo, C OW p- 2.122 --^j 11 2.327 1 ' .250 - °� - I - 472 1.655 .472 2.718 .035 T OSS Z p 0 .074 T m TOP RAIL CHANNEL ALT, TOP RAIL CHANNEL Q a IL 2.251 .812 .430 d R I i FRAME HEAD .535 .812 0 1.967 t.263 035 I p .812 2.920�� � Q 0 Q ' df APProYed pioddat; asrbmW)4aBwltbfhi C .032 .074 2.532 v TOP RAIL COVER (� egg 1.563 . •! i� •!••• 1.063 1.375 66� I 2 • • • • u l 5 £ • • a.000 4.000 .035 472 • • • • • !!•••! R • ;2) FRAME SILL TA ALT. FRAME SILL s BOTTO%?AttWANNEL • v ••!�• Sege •••• 2.695 2.682 2.900 2.500 g� .812 .2 .040 '¢- 89 3 see:* 1. 1.545 .312 • c) I • 000 035 998 • y > i � R • ••••• • 4.000 4.193 1.676 4.000 88 4•�0 .800 7 7A 50 ,074 BOTTOM RAIL COVER ALT. B(lITOM L COVER o -.312 .074 I I -1 .874 1.915 .449 1 • Fes- 2.325 -d w N 7.264 2.652 •035 .039 L 2.652 3 FRAME JAMB al ALT. FRAME JAMB 39 ALT. FRAME JAMB 3c ALT. FRAME JAMB 4 ,� 430 1.759 c 3.848 p ' 1 e HINGE STILE COVER r s LOCK STILE COVER I �+- 0 L� 1.887 I T.407 m >r t i © 2.500 71 . N ® 2.262 m ' 5.068 1.773 ca t 7 2.593 2.282 • 2.531 E ® � I IIOf: ARC AO VIOAR � FLA. PE B 39863 CA 3538 F; - .0953 drowing no. " 17 A W08 -73 JUL f 7 n BUTT HINGE FRAME CONCEALED HINGE SUPPORT BRACKET PANEL STEEL HINGE LEAF sheet 7 o • • ` • • • • • •• • • • • • • o" w • (, r:1, irt, 1•• ,.'IW• • •• •• ••• • • • • • •• e F' , 7� M ami Shores Villa i APPROVED BY DA T= ZONING DEPT BLDG D EPT SUBJECT TO COMPLIANCE WITH STATE A',D COI_IN -, p ,i