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WS-10-827
B 7ILDING PER II ' APPLICA ION F'BC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) 7/7"-fie- Owner's Address C1O /U.1 G /00,5. f a-7 City /;#/y/ J'1D,Ac State / ZIP c Tenant/Lessee Name Phone # Email Job Address (Where the work is being done) /'"o'e , /t/ 2 /ere,f... �y City Miami Shores:. Village County Miami-Dade _ Zip FOLIO /. PARCEL .# bt, ' Is Building Historically Designated YES NO Flood Zone Contractor's Company Naive. 06 Po . A t c a e e -. cf ,e -I'ircine.# e' 2 , - 2 Contractor's Address 4 .4. 2 160ift atit / 61 , /Ka .32Q) City 4.. f7,+9.0 State si �' . . Qualifier Name /.6 ,:'- �? d,C� � � f/�� � � .:. Phone # . ���w � ��1 °� <;� 7 % 7 State Certificate or Registration No C: .)) 7 Z g'"? Certificate of Competency No, Ni.. 30% r 211 - 1 E -mail 'vlgct-e Contact Phone '. Architect/Engineer's Name': (if ap all 'h::, Phone # Value of Work For this Type of Work Describe Work: t********** Submittal Fee :$ Miami Shores Village Building ng De ar ment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795.2204 Fax (305) 756.8972 INSPECTION'S PONE NUMBER: (305) 762.4949 1 „ 0 c : 90 Square / Linear Footage Of Work: Alteration ONew ! Repair/Replace 0 Demolition ; R i 573";U 0 r0 * * * * * * * * * * * * **. ** * * ** * * * * * *Fe * * *,a * ** ,* * **** * *.*** ** * * **** * ** * * * * * ** ** Permit Fee $ Phone # "f JUL 2 7 :2010 )' B Permit No. S' 1 I r> -727 Master Permit No GO 5 %%O -f'Z7 qs y V9' -o 5 CC I' .... CO /CC $ Notary $ Training/Education Fee $ Technology Fee $' Scanning $ (. Q i Radon $ DPBR $ Bond $ Double Fee .$ Violation date: Structural Review. $ Total Fee Now Due $ 41. See Reverse side a Inspection Number: INSP - 147104 Permit Number: WS -5 -10 -827 Scheduled Inspection Date: August 19, 2010 Inspector: Bruhn, Norman Owner: HUBER, PATRICK & XIMENA Job Address: 1150 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: UBALDO BLANCO Building Department Comments Passed 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- 143028. Windows with mullians required inspection for muliian attachment. Provide photos or engineer report. Multiunit windows require 4 anchors at top and bottom at meeting rail. Provid epermit and plans for door in kitchen. NB August 18, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050190420 Phone: (305)219 -5717 Page 9 of 36 Lace Consulting Engineers, Inc. 3663 S.W. 8th Street, Suite 204 Miami, Florida 33135 July 12, 2010 Miami Shore Village Building Department 10050 N.E. 2 Ave. Miami Shore, Florida Permit No.WS -5 -10 -827 Job Address: 1150 N.E. 100 St. Miami Shore, Fl. 33138 Dear Building Official: A inspection of the above caption property regarding the two three section windows reveal the use of a Floating Mullion Clip option with four' x 2 % top con screw per clip with a 2 1/2 inches embedment into concrete. Sincerely, Manuel Gonzale , P.E. July 12, 2010 (305) 577 -3736 FAX: ( 305 )668 -03631aceeng @bellsouth.net • State Bonding Company's Name (if applicable) Bonding Company's Address City. Zip.. Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State . Zip whose property is subject to attachment. Also, a certified co for the first inspec which occurs s•. '.. 7) s:afer t he inspection will approe% Inspection fee wi N , r ...:. Sign Owner or Agent The foregoing instrument was acknoyledged:before me 's/O day of GOl , 20 10, by ra � . + 2 who is. personally known. to me or who has. produced As identification and who did take an oath, APPROVED BY , ��, d' /`� (Revised 07/ 10 /07)(Revised 06/10/2009) Engineer (� 0A Plans Examiner Zoning Clerk checked 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— Signature O'WN,ER'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 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 IECORDING 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 he recorded notice of commencement must be posted at the job site be ding. permit is issued . In the absence of such posted notice, the charged.. 11.CCo aa4 Contract C,113L� isGry - /1 0 The foregoing instrument was ac aiow leedged before me thi Q day of U) ,20,by Obi' / e/U Oi who is personally known to me or who has produced as identification and who did take an oath. NOTAR PUBLJC: i NOTARY PUBLIC: Sign: 10/1 / At 1 f / it jial Sign. f,/ L 0 ,//.1 4_ J Print: �t � Print: Ka. �T l Ba ., , y .Pi1w �e§�, oa r s 7 { �, n _�; Y Vt iiatl�.C�Tn nre ! My Commission Expires: ° � ; ' v � , M Commission Ex , Q� 6 s CQmmis� Q,, #00600790 '" ' ''7• e1, 2010 www.kaONNoTARY.com � +i, W esse�O FUNtiO as WWW �A . Ts1RY.c 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. WS' S /a VZ /TAX FOLIO NO. /1 — 3905 -- 01 t " CCIao 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. 111 11111 1111 1111 11111 11111 1111 11111 1111 11111 1. CFN 2010R0415050 OR Bl( 27325 Ps 4918; Ups) RECORDED 06/21/2010 09 :O4 :53 HARVEY RUVIHr CLERK OF COURT IIIAl1I -DADE COUNTY, FLORIDA LAST F'AGE 1. Le aI description of property and street/address: 5 !� /VC sY - , Ski' -; 33, 2. Description of improvement: eViii J)0 / PCJ.L C� ,/ r _ 3. Owner(s) name and address: l-; t/ % Name and address of fee simple titleholder: Interest in property: 4. Contractor's name and address: (1 4 / D 0_,ea Notary Public Print Notary's me My commission expires: 123.01 -52 PAGE 4 W02 co 9rieln Red en -ga! „ 5. Surety: (Payment bond required by owner from Name and address: Amount of bond $ 6. Lender's name and address: Ea 7. Persons within the state of Florida designated by Ow a r upon whom notices or other documents - rnayb-- - .' - ' 1- ed as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a /c /Q Si . a re o Owner rint Owner's Name 7G l f - k tlf0A Prepared by Sworn to and subscribed before me this /fr day of t oll Oro ir Y ,t,°- Y �E.FIU4 Oel t ar MN FIfCYM ? °' - 01 pad• „ : y :,�;� -`.4C1 Ex Tres: OCT. 01, 201 ' ..... .. WWW. Jiine , 20 / c5 N s�� ✓LDG DEPT 1:0M077,77)7 it JUL 2 7 2010 p � y � W - 6-1D -5 �1 - =i 3 c es V qe : ,D,2,,OVED EY ZOf»NG DEPT #k3 dax SUBJECT i0 CCMPI.IANCE WITH ALL FEDERAL STATE AND CG UN RULES AND REGULATIONS rr *,� u, Qum:. 1 MIAMI DADE COUNTY NOTICE OF ACCEPTANCE INFORMATION NOA #: 05- 020807 (EXPIRES FEPRUARY 11 2-003) ern Stuwo W SST . :tl.E.fA7 _t4fL DOOR WIND PRESSURE: +50 / —54 PSF (ZONE 4 ) NOTES • I. FLORIDA BUILDING GODS 2-007 W/ 2-009 REVISIONS (EFFECTIVE MARCH 1, W09) WIND LOAD CRITERIA: ASGE -7 05 V =146 MPH EXPOSURE "G" 15UILDIN6 CATEGORY II IMPORTANCE FACTOR =10, Kd =0.85 2. PRESSURES SHOWN ARE PASED ON EFFECTIVE AREA =IO S(,j -FT POSITIVE PRESSURE INDICATES PRESSURE ACTING TONARP THE SURFACE; NEGATIVE PRESSURE INDICATES PRESSURE ACTING AWAY FROM SURFACE 4. WINDOWS AND MULLIONS SHALL PE INSTAL I FP PER APPROVED FLORIDA APPROVAL DOGtavIENTS 5. INFORMATION ON TI115 DRAWING I5 TO PE USED ONLY FOR WIND PRESSURE ON WINDOWS. 6. ANY DIMENSION SHOWN SHALL PE VERIFIED PY TI1E CONTRACTOR. 7. ALL OPENING DIMENSIONS SHALL PE VERIFIED I'Y THE CONTRACTOR PRIOR TO WINDOW ORDER OR INSTALLATION. NOTIFY ENGINEER IF ANY DISCREPANCIES ARE FOUND. o W o D N • • V) W J (n W (J) i- - Q1- Wrx _1 D 0 0 0 HUBER RESIDENCE 1150 NE 100 Street Miami Shores, FL DOOR PRESSURE CALCULATIONS CALCULATIONS PREPARED BY: DESIREE CUENCA, P.E. Florida License #63959 247 8 th Street #120 Miami, FL 33130 July 22, 2010 1751e CU NCA, F[ i IC #63959 248 5W 56i 5t. #120 1 FL 33131 References All references are to ASCE 7 -05 (Chapter 6) Wind Criteria V= 146 mph Exposure = C a = 9.5 z = 900 ft K = 0.90 K = 0.85 = 0 K2 = 0 K3 = 0 K 1 Bldg Cat = 11 I= 1 q = 42 psf q =q =42psf Building Dimensions L = 42;67 ft B = 55.00 ft PH= 22.00 ft EH = 17.83 ft 0 = 11 deg h = 20 ft Openness = C ...0 = Open, P = Partially Enclosed, C = Closed GC = +/- 0.18 ...intemal pressure coefficient G = 0.85 ...gust factor a = Maximum a = 4.5 if Project Name: 1150 NE 100th Street Miami Shores Project Number: Huber Date: 4/26/10 Prepared by: DC Page: 1 ...wind velocity (Miami) ...B, C, or D ...3- second gust speed power law exponent ...nominal height of atmospheric boundary layer ...velocity pressure exposure coefficient ...directionality factor ...topographical multiplier ...topographical multiplier ...topographical multiplier ...topographical factor; K, =(1 +K, K2K3) ...I, II, III, or IV ...importance factor based upon V and category ...velocity pressure; q= 0.00256K,K,,KdV ...velocity pressure at height z = h ...depth of building ...width of building ...height of roof at peak ...height of roof at eave ...roof slope; 0= tan'((PH- EH) /(L /2) ...mean roof height Minimum 0.10 x Minimum of L and B = 4.5 ft 0.4h =8.00ft 0.04 x Minimum of L and B = 2.0 ft 3.0 ft [Sec 6.5.6.3] [Tab 6-2] [Tab 6 -2] [Tab 6 -3] [Tab 6-4] [Fig 6-4] [Fig 6-4] [Fig 6 -4] [Tab 6-1] [Tab 1-1] [Tab 6-1] [Eq 6-15] [Sec 6.2] [Fig 6-5] [Sec 6.5.8] 2 51In CU NCA, Pg. �I. ILIC #63959 248 5W 8th 5t. #120 1 . F 35151 ;f Project Name: 1150 NE 100th Street Miami Shores Project Number. Huber Date: 4/26/10 Prepared by: DC Page: 2 Wall Pressure Wlnd Area tfe) 10 20 50 100 200 500 External pressure C one 4 Iona Net Pressure ti x Zone C +1.00 / -1.10 +0.95 / -1.05 +0.88 / -0.98 +0.82 / -0.92 +0.77 / -0.87 +0.70 / -0.80 +1.00 / -1.40 +0.95 / -1.29 +0.88 / -1.15 +0.82 / -1.05 +0.77 / -0.94 +0.70 / -0.80 +50 / - 54 +48 / -52 +45 / -49 +43 / -47 +40 / -45 +37 / -42 +50 / -67 +48 / -62 +45 / -56 +43 / -52 +40 / -48 +37 / -42 Notes 1. GC,, reduced by 10% for 8 5 10 (already included in listed values in table above) a a a Zone 5 50 -67 a =4' -6" Values shown for wind area = 10 ff Zone 4 50 -54 Zone 5 50 -67 [Fig 6 -11A] Zone 3 -117 Zone 2 -79 Zone 3 -117 Zone 3 -117 Zone 2 -79 Zone 3 -117 Zone 2 -78 Zone 1 -46 Zone 2 -79 Zone 2 -79 Zone 1 -46 Zone 2 -79 Zone 3 -117 Zone 2 -79 Zone 3 -117 Zone 3 -117 Zone 2 -79 Zone 3 -117 Roof Pressures nt5I CLUNCA, Pt. FI, ILIC #63959 248 5W 6th 5t. #120 MI 1 I F. 3313 +0.50 / -0.90 +0.50 / -1.70 +0.50 / -2.60 10 20 50 100 +0.44 / -0.87 +0.36 / -0.83 +0.30 / -0.80 +0.44 / -1.55 +0.36 / -1.35 +0.30 / -1.20 +0.44 / -2.42 +0.36 / -2.18 +0.30 / -2.00 10 20 50 100 +29 / -46 +27 / -45 +23 / -43 +21 / -42 +29 / -79 +27 / -73 +23 / -65 +21 / -58 +29 / -117 +27 / -110 +23 / -100 +21 / -92 L 4' -6" I _ ► a 4' -6" ■ a Project Name: 1150 NE 100th Street Miami Shores Project Number. Huber Date: 4/26/10 Prepared by: DC Page: 3 of 4 4' -6" ■ a 4' -6" ■ a Values shown for wind area = 10 ft Irt51M CLJNCA, P. . LIC #63959 Roof Overhangs 248 5W 8th 5t. #120 a 1 ft 33131 FL Project Name: 1150 NE 100th Street Miami Shores Project Number. Huber Date: 4/26/10 Prepared by: DC Page: 4 of 4 10 +0.50 / -0.90 +0.50 / - 2.20 +0.50 / -3.70 20 +0.44 / -0.87 +0.44 / -2.20 +0.44 / -3.34 50 +0.36 / -0.83 +0.36 / - 2.20 +0.36 / -2.86 100 +0.30 / -0.80 +0.30 / -2.20 +0.30 / -2.50 200 +0.30 / -0.80 +0.30 / - 2.20 +0.30 / -2.50 500 +0.30 / -0.80 +0.30 / -2.20 +0.30 / -2.50 10 +29 / -46 20 +27 / -45 50 +23 / -43 100 +21 / -42 +21 / -42 500 +21 / -42 +29 / -100 +27 / -100 +23 / -100 +21 / -100 +21 / -100 +21 / -100 +29 / -163 +27/ -148 +23 / -128 +21 / -113 +21 / -113 +21 / -113 * Zone 2 near roof peak equals Zone 1 if 0 5 7 ** Zone 3 near roof peak equals Zone 2 if 0 5 7 a a MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www .nuiamidade.aov/buildinecode BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. 5 -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E.; bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 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 and upersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- 1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sideites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and 9y R u `esh Patel, P.E. (Submitted under NOA# 02- 1211.18) Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice'of No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. P E -2 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 OEM PRESSURE RATING- BIrfRE RR SAWN f 0 f!I NT 6 INFER ME DOOR UNIT AAA A 0100) WAN0 ICJ -MKT S68DE5 ,x,87 pst -70 psi SOME COO 1 10 IT ON, C 0 4M /Y0 WOW SIDES ) +57 ps! -57 psi JELIWEN® Steel I'-0'WOOD EDGE OPAQUE STEEL OU1SH71VG I /PAGT DOOR UNW'116IWJIOLTSTEMS GENERAL NOTES 1. NS PRODUCT IS DESIGNED TO COMPLY KITH THE CURRENT FLORIDA BUDDING CODE AND HiGH VELwnY HUP.PJ ANE ZONE °HVNZ' FIFQUiREMENiS. 2. WOOD BUCKS BY ORin MUST BE ANCHORED PROPERLY TO MANSFER WADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LS1E0 AND SPACED PER ANCHOR LOCATION DRAWINGS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS 5. NS PRODUCT WES THE WATER REQUIREMENTS FOR 'HViIZ' ZONES. SEE THE DESIGN PRESSURE CHARftrBELOID. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS 7. MMMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDEUIES. 8. SEM ARE AN OPTION At CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL0OOR iCormonNAnne contillons) COMPONENTCONSTRUCTIONS: 24 ga. (0.020') minimum thickness, Gahenized Steel A -525 commerdd quality 0 per AS7M 620 with average minimum yid strength Fy(ave.)=24,800 psi Expanded polystyrene with 1.0 to 1.25 Ibs. /cf dandy, ty JED - TEN, INC. Poor Panel Construction The active and Madre panels are =ablated from 24G4. (a02o' min.) galvanized steel The face sheet tops and bottoms are bent 90' ova the top and bottom rails. The top LVL rm1 mean 1.67' wide x 1. 042' high. The steel bottom rag is rod fanned 0.021' gdvanlzed steel meosurhig 1.87' wide x 1.21' high. The sides of the face sheet are rod famred no o the LVL latch stile and Ponderosa Pine hive de which measure 1.67' x 1.0'. The interior caty cat ts Med with polystyrene. The fay sheets are glued to tie polystyrene. Fixed IRe Cast The sash Is constructed from 246A. (0.020' min.) galvanized steel The edges of the face sheet are bent 90' over the pobityrene core and glued to it. The astedte panels are routed to receive the 01X. Lip 13te Freres or the *land Trinity Light Frames. (See sheet 7 for glazing details.) The Re frames are sealed w/ 0150 glazing compound on the Frame Canstructigm The tarns are constructed from Ponderosa Pine jambe measuring 125' wide x 4.5625' deep. The door and Mite head jambs are mortised and butt joined to the side jambs and attached with (3) 1804. 2' x7/16' crown eke slides. The units use a standard bump fads Pemko threshold measuring 4.041 deep x 1.0' high. The threshold Is attached to the frame with (3) i6GA. 2' x 7/16' crown wire staples TABLEOFCQNTENTS DESCRIPTION GENEIb4L NOTES AND TYPICAL ELEVATIONS SIHr # 1 2 3 4 5 6 7 \8 VERTU. CROSS SECTIONS AND BILL OF MAiERWS HORIZONTAL CROSS SECTIONS HORIZONTAL LOSS SECTIONS AND NOTES ANCHORING LOCATIONS AND DETAILS ANCHORING LOCATIONS AND DETAILS GLAZING DETAILS LAWT COMPONEMS J .875' TYP. MAX 63-17 MAX 033 FRAME HEIGHT 0.825' DOUBLE OUTSV1NG IMPACT UNIT pOt) 37.75' MAX OA ►MEWED FROM FXTERiOR FRAME WIDTH .875 1YP. 38' MAX. OA r PA NG WIDTH 1 12 1 ig 80' MAX 0A PANEL HEIR 81.25' MAX 033 FRAME IffiGHT 0.825' 80' MAX 0A PANEL HEIGHT - 74.5' MAX 0A. FRAME 01101H - .125' 38.825' MAX ma IMDIFI F 36' MAX OA W /Anust PANEL 0110TH El El El ill IMAGINE ACTIVE a ; v Q 01] 0 s_0,7 $ma OUISWING IMPACT UNT (E) TABLE 1: itTEMIELESE 80' MAIL DA PANEL HEIGHT 81.25' WAX FRAME HEIGHT 0.75' 81.25' MAX. 0.A FRAME HEAT re P 80' MAX OA PANEL RI;fT y/ • 8' MAX OA DLO. WIDTH p0UBLE OWS147NG IMPACT 0.625' FILOAUCrREVISED me cflrup13L0.QwDht� Fa&la 13aild aFc e^ owno4 s r 1d, o . ,1 • Egon „ )I:1LL u Z 57 'I- : nv;�< • i . 0.75' -' 0.825' 70.25' MAIL 0A, FRAME WIDTH .75' MULL BAR 1YP. 36' MAX OA 107' MAX 0A FRAME WIDTH - .125' 75' MULL ... 38.825' MAX 0A 38' MAX OA J PANEL WIDTH PANELD iH W //STRACdLL EircM aa2a W CC101 42.„ Edo S. Wien Scalds P. E. No. 41323 1535 CossZStr Suite C25 Rockledge, Florida 328S5 FaNE MOW* of leithorintso 80. 23833 15.5' MAX 0A SIER FRAME WDTH 14' MAX 033 PANEL RIM 6' MAX OA D.LO. WIDTH 83. 25' MAX 0A DLO. HEIGHT $MOLE OUTSWIHG IMPACT 11107 0 ,) W NON - IMPACT .10 0. n ado 2a 15.5' MAX 0.4. SORTIE ME WIDTH 14' MAX 033 PANFI N7DiH 61125' MAX 033 D.LO. HEIGHT IJNUNIo) W/ NON- RlPACT SIDARES NOD FROM EX7Th Prepared P1C, LLC PAonw 321- 690 -1788 For 321- 690 -1789 1 DAM 9 11 -01 1 a mut N.T.S. Dm+. BY: JWJ ms1. m S. SAFFELL DRAINS BO.: S -2104 mar 1 OF 8 /IV c,■■■,' ;. 1.50" MIN. mon EMB. MAX. SHIM 81.25 MAX. OA. FRAME HEIGHT 1.34" MIN. NB. LE DETAIL 7" ON SHEET 5 SEE NOTE 9 ON SHT. CONCRETE/ MASONRY BY OTHERS 1.75" MIN PANEL DK 1.75 .50" Mi MIN. EDGE DIST. (DWA Ra_ grazu) S SECTION HIG MA PANEL HEIGHT 81.25 MAX FRAME HEIGHT .825 CONCRETE/ 1.25 MASONRY MIN. BY OTHERS EMB. 1.50 0.25" a MAX SHIM DETAIL 7.,./• ON SHEET 5 SEE NOTE 8 ON SHT. 4 SEE NOTE 2 ON Slit 4 SEE NOTE 2 ON SHT. 4 SE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 EE DETAIL 7 ON SHEET 5 1•75" MIN. PANEL 11-11C SEE GLAZING SHEET 7 0.125* MIN. GLASS MK. CONCRETE/ MASONRY BY OTHERS NEIN -._ MEI J. I. • 4.4 75 .50 MIL,' MIN. EDGE DIST SEE NOTE 3 ON SHT. 4 4):: VERTICAL CROSS SECTION W AT SIDWIE ASH SEE NOTE 3 ON S 4 80.0 MAX. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS IR147,1 1111 EN JIIFIFFMUMIT"Mi Insr.surmio • D00 LA t. Pilit-tildllatri_11111111111111111 IMMO r"-.n.t,11- IIINMIIM1111•111111•11IU 1E1 Ear miff 15710 NuA Imairomi 6111'' dritijiliTnt" 1477 JQr PONDEROSA PINEM111111111M111 11 ICI;1111 NEI .71frill.111111111111111111111111111111111 • Erif Taain.3EZ41N NNE= 1E11 EiTrAArMIN1111111111111111111111111111111111111E All IMIETT-'111MItaritiO's.- 1E1 .111111111111EiTAAll 1 FT1 r ri vuo Fa a IFTIFirtt:s1;001.1‘.(iT IE/7 rilliBilM111111111111111111111111111111111NVALAIII 1112E111111 1111 tilifilitil01111111111•111111111111111:1 &JAN lEll MIFEZIIIMEMEITLNGEII .1111V ErkilE'LlAt:21111111=11111111111 (111111M1111 • Ortni[41-q;t4ifiiii-vAA_401.1,11a911 morale 1E1 4 08 SET TalM1111•111=1111M1111111M111111 - .LiriM11211UMAINNI■1111ff:TANI Fal 17/ ffriliiiirk01111111111111111111•1111110 , IM111 • WILAISIT-T4alrati91111111111111;711 IFIlLLA-.It2i11A11421,1 rat rmalEIFOrriitq111111111111111111 "WW1 rt..11,,,2.17-ILLTAtiCaW 1111111111111111111111 111IFT0A111 ral17. /30LT I emLACEDNIIIININININIETANI IN MINN ...M1r7 EVAN .0 -ALLI,L4 111E NIVIA 151 -7 7T H SILL. AND FINGER J011'ffE0 • 0 ,it IMIPITAII19■110111G.11 Val& 1NSU pm 4 - .11 =AMU .111M WM r raz.,:r '4"ea Ira 1 INSULA 1---, 741j757=i0 gni giiirOlnlar 2 L' PANHEAD ?ii'1 VI 1 0, ,1P DOW 11: war 10 WOOD I ALIAJ1ON SCREW W AMIdlEar=a1/ H 11.; 1011 • lm-"ALAL•i;iliVolj-"Aui-liiaCLttLIIIIIIMNI■111111 Ac�ai�N' 4»O5 z d, • 8 Erie S. Florida P. E. N. 41323 Pk1.15 1535 Come ww. Ere (125 Rookie*. florid° 32255 Ha WSJ* of gastAxtealia /10. Prepared Ely: PIC, LLC Phone: 321-890-1788 For 321-090-1780 PRODUCT REVISED an complying with the Ratan Building Code Accapbmco No DAWs 9-11-01 BROM P.V.s S-2104 afar 1. or 8 ® LATCH ONTAL TO BUCK SON HORIZONTAL SECTION AT IMPERIAL A S ST T RA GAL ® HIN E JAMB tO BUC T STILE ATTACHMINT ITEM 24 NOT SHOWN THIS Y#Y FOR CLARITY. ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31'QN 9.0' LG. AT TOP A BOTTO1 Florida trio P. E No. 41Jd.7 see cat ' Bomd RIK NMNOad M Peneotke a0. Oa PA Plans 3321 X 1789 Fat 321 - 90-1769 PRODUCT REVISED as complying with are Florida Building coda Acceptance No Exphodion maw MASONRY BY OTHERS gi hi; ORONO N0.: 5-2104 SWF 0 11X:17; 0.125" MR SASS THIC !to& 0714 9 -11-01 SEE GLAZING DETAIL% SHEET 7 SEE NOTE 6 ONSHT. 4 0.75" HORI CROSS SECTION At SMITE TO LATCH JAMB NOTES; 1: S'PAC1NG FOR ITEM 126 THE 110 x 1' PFN SCREE ATTACHING THE IMPERIAL ASTRAGAL TO TIC' INACTIVE Dpi. IS 'AS F O L L O W S : F R O M THE T O P DOWN &t`THE BOTTQTN 10 29, 40', 5.51 13:0, laO' B 2B0t 2. SPACING FOR ITEM 123 THE I$ x 1 1/2' PLASCREW 6 AS FOLLOWS: TOP & BOW NON6ONTALII SIDELRE PANW 3.0" IN FROM EACH CORNER. W 7 i r > ` ` R T I G L L , F ' » ` S I d E I J 1 E r J 0 ' , 1 3 . 0 " , 2&0",. 39A`, 520' & 6.30' "' . J. SP FOR ll i 111 THE 1684 x 3/4' OAR NIB. MACHO 116 QUARTER ROUND. TO THE T ;TEII 19 THE 160A. X 1' B ID MN NAL ATTACHWG THE AWN CAP• THE MILLION BAR [!EHJTC4LLY 1 8 As FOL1 TDP & BOTTOM HORIZONTALLY. (FOR 116 3/8" OU4RTE&ROUN0)I 125' IN FROM EACH CORNER W7TH (1) N4& M7- SPAIN: • • QjN THE SHE'S wavily trap BOJH 3/8• GARTER ROUND * CkP1; l.25' FROM EACH EM) & S1 MORE EQUALLY SPACED ON THE FIELD 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SICK USE ITEM 125, A 18 x 2 1/2' PFH WOOD. SCREW. WIZEN ATTACHING THE STRIKE PLATE TO THE JAMB AND S1DELRE JAMB AT THE MULLION USE 1101 124, A g8 x 2' PFH WOOD SORB 5. SPA= FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SOWS ATTACHING THE JAMBS TOGETHER AT THE MULLt014 IS AS FOLLOWS: 6.0' FROM FACT YERRCV. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SOEIITE PANEL (8 SECURED INTO THE SIDEUTE JAMB W/ ITEM 129 ELICOTE MU( ON MME SIDS AND 3/8' QUARTER ROUNDS SECURED WTRI ITEM 13I BRAD 1R9i NABS x 3/4' LONG. 7. WHEN ATTACHING THE HIS 10 THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTA RING THE H1N E TO THE JAMB AND SIDEIITE JAMB AT HIE MULLION USE ITEM 04, A 110 x 1 3/4' P01 WOOD SCREW. 8. SPACWG IV TT as 149 THE 16 x 1 1/2' PNWFAD SCREW (MY UTEFRAME)18 AS FOLLOWS: $10ELITE LREFRAME FROMJUE TOP DOWN VERTICALLY: 3.25", 18.062e, 32.812r, 47.5625' & 62625'. IDRPE UMW TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY NSTAUATTCN ANCHORS OF EQUNALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCiRECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTAUARON. 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMS. USE REV 125 WHEN IASTAU.NO INTO MUWONS. USE REM 116 WIIEN INSTAWNG UNTO CONCRETE/MASONRY SUBSTRATE AT SIDELRE SILLS 4 HORIZONTAL CROSS SECTION AT =ELITE TO HINGE JAMB 1.50' MIL EMBED 1.75' MW. PANEL THK. SPIT. 4 SEE DETAIL 5 ON SHEET 5 F NOTE N SCR. 4 SEE NOTE 2 ON SHT. 4 �j SEE NOTE 6 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0.25' MAIL SMM 0.75' E (TERTQR 1 11 a HORIZONTAL CROSS SECTION AT SMITE TO BUCK X16 a Flt4P.E.No.41323 1533 Ceguidintrit, Sas C25 liesidolge, PIP* 32951 F Gilliecb a beatem B . GLAZING DETAXS, SHEET 7 INTERIOR SEE NOTE 2 ON SH1: 4 SEE NOTE 6 ON SIX 4 SEE CLAIM _ DETAILS, SHEET 77 PRODUCT REVISED complyin8 aiththe Plodda Acavom No E4srson \m • ;lir , A tt# % •9aP o Conrad siviafon Prepmed By none 321- �690-1788 Pas 321 - 90-1789 NOs 8-2104 N 8 1 s star a j_ att. E S SAFFEJ. 81.25' OAb FRAME HEIGHT • 8. SPACES 0 1 . 1YR 6' TYR DETAIL 2 - 0 HEAD ASTRAGAL SDBXE PLATE 74.5' MAIL OA FRAME KOH SEE DETAIL ON 1Fle SH T X • • 36625' • 9' ,w. 1 . 6' TIP. I 1w. 111 _ 7.375' SEE DETNL 5 ON DO SIT. " 'SEE 0611 ` ON 1FIS SHE DOUBLE DOnR_WR110UT SIOELI ES AHGIOR LOC= WEWM FROM IMER(OR DETAIL 3 -0 THRESHOLD ASTRAGAL SIRE PLATE HINGES TO JAMB & DOOR SEE DEIA8 4 rONno SHE 5.50' EMU SINE RATES TO ASIRAG4L IYP. -- 3' TIP. TYP. I E WAR, 6 ON THIS SIT. 38.625' 7025' MAX. OA FRAME WIDTH NILE DOOR 10111,10E1113 II II 9' TYR s' TYP. 3' TiP. da,l�t Ti9:: 11.1 L ea 7.375' . 3 ' 3 ' Eno a 1 ( t 6 Ptoddo P. 6 No. 41323 t Noddix1+" Flutd4 SSIS i / I 1 \ SEE NOTE 10 \ ON SHEET 4 RIPE ar9leAs .t AdLaataelan itat SEE DETAIL 4 ON IRIS SHT. PROs3UCTRSMSED Is complying vrhh the Florida Pouf @ingC 4 ANo O•. ' ate, .1114f By Division - .15' MEV. C -SIKK PRODUCT REVISED as complying midi the Flag Bui1di geode • Acceptance No Expiration MiainI ... PtadmdCoahol Division COUNIERSBI! FOR INSTAWITION ANCHORS Prepared By: LW Phone: 32 1 - 1788 Fat 321 -690-1789 I Es . m aeea 9 -11-01 scum eLta- eT: JW41 aft. en S. SWELL ORONO NO.: S-2104 sma1. ar_IL TAT ins 4011 - -S °MO w1S Ste 511 tA9 vac TN ens 10 -11 -6 ono gloom plum EWE La '• wimw aESlnsauonaoaul 69Li -ae9 -g zed 9BLI l f xurqd 441 maw - ;r t 511 •1 TA') ftWErzl CESial11311COSI Imo now men uppora mpa .Ir .l£ • �i JL£L G IBIS NO was roN woltrostv 10 *ism so stat US � sca► am vtt Vet OFIali 4 4 1 1711C 0 1.2 1• • • .1 I._ MOW 311Y111 ro 1141.x1 Ir MIS NO 9 XV 335 • 1 x 0Q' }I 0 .S19W 111 1 NED Ida * *t i l l 14 MY SERA gEnTirinnETWMZIMERZ 13311S NO £ IMO 33S 'SAL . W91 51334 NO 7N130 31M kill a ittl 'dill .9 'du .9 NL�M 3491.4 '9'O xvl+t .Lol dM ;£ I H r - d .f 9 T dAl .£ /M F dA1.S'4 BOSH Rai Yo ecru' NOR INTERIOR (MENG 0E M OOL UTE FRAME SINGLE PANE 1/8' SPIRED LASS SPAR7ECH POLYCOM PP5530 C13 0:125' TEMP. rams 0.75' NR SPA LO 125' TEMP. 75' x .52 INTI CEPT 0.50' STEEL SPACE? PASS CLASS BITE VIM 0UN ROPY LRE FRAM 1' INSULATED TEMPERED !LASS LUPOY EU -5007 0.50 0.125' UP. 0.25V AIR GLASS 'OK CLASS SPACE 0.125 TEMP. 0.50 ' GLASS GLASS Bar STEEL SPACER Dia .1 P. 6 Th No. 41323 1516 c25 NNE Mb* of fAoiBldRs NI NIX PRODUCT REVISED os car ADwith*. Florida B N , : O s Division Prepared 13; s comPiY�@ Flmld$ ExpitationDate Division s pNo ' a� ` Comnd MINIS NO.1 Phone 321- 90-1RO 5 -2104 Fee 321- 090 -1789 PIG ILD Phone 321 Fax 321 Dm 9 DAD N.T.S. owe. Ent N OIL e S SMELL tor r TT 1 127' ULJUI 1221LE 12 ELIK 240A (0.021 STEEL a vApAp( r 4 v4 VA+14! 0 . 1 1'f.11; 11 Z ,1 HD, x 3.0" LONG 1.50' 1 own. HAS TWO 0.3125' x 9' LONG 130L1S; WM TOR 1 ON 13011011 13 EICLEEMILE FNGER JOOWED PON/ROSA PH KW oir4 -41 4 11-0 03' 4 .0 , 07 ate wawa Q-LON MS 650 -- 1.25' 0 0 6?) ASEOLIIIiicaa 0,10' STEW . VARES d HARDWoRE USD @ MIMI21E u (;" =ELME KV" FINGER JOIKD PONDEROSA RE 1.67' MA; .J6 • 11:11,1: - LT • aar r 1.74' 0.67' 42 L. Q XcR 01. 11275' ') 400' 7.042' -11.013* -1 1.375' sny. clu.kg1(1.25`CAL:00) 1.71' PRcemoODUCTyingRRVIviitbSea mt Ing Code Acceptasse No 10 0.375' ape —1 Er 6 2.040* 0.007* 4- 4 4.041" 0.725' /4/// / / 1111 0 . 11' POLYPROP. L LJ 0 0 0 0 J 04". x 41.x • f.! • 1.0 ti ar 1 .°°' f:\ , .1' ;0■.. 0 tEXTRUDED ALUM691.111 - BY ; ,;* \ • " WM WOOD at2gfr PROM:10MT= os coraTlying with the Fbrida Mdidiog Code Acceptance Nov P• 4 11 10 1-- Plehglantigt Division DRAM NO.4 S-2104 waT J ci BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 4( (,� Phone # 36-C- c' Vc9 - 37oJ Owner's Address /11 k) .L.. /00 .5 City 1 $rlr i5 State f-- f Zip 33 1.3 C Tenant/Lessee Name Job Address (where the work is being done) Contractor's Company Name Architect/Engineer's Name (if applicable) Radon $ Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Value of Work Igor this Permit $ ('f ocrj . Roofing II 3 1©® Sk •54ecc City Miami Shores Villa e County Miami -Dade Zip 33 / 3e FOLIO / PARCEL # II 3k® q .q Is Building Historically Designated YES NO X. P lot B \Co C; 'Phone # 305 Contractor' Address 431 L City dOr U C-6 State Zip Qualifier Name , W Phone # State Certificate or Registration NoCG e 04 Certificate of Competency No. Square / Linear Footage Of Work: Type of Work: ❑A itioon ['Alteration ONew X, Repair/Replace ❑ Demolition Describe Work: OA PUS. t S'1 (ACT () L44 PACT Wkt4iNbcc5 C ek e t....r Permit No. DPBR $ Master Permit No. Phone # Phone # ******** * * ** * * * * * * *** * ** * * * * * * ** * * * * * ** F a * *a * *** * * ** ** * * * * * * ** ** * ** * * ** Submittal Fee $ -0 Permit Fee $ aa2e? Ov CCF $ 0 CO /CC r 11 Notary $ raining/Education Fee $ (�'0 Technology Fee $ ,p2 `� 0 Scanning $1200 Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2-C �O — See Reverse side -* jr MAY is „.. _..� ............. S to Zoning $ 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 th promise in good faith that a copy of the whose pro. < a subject to 9 t for the v st inspectio inspe Sign Print: ^y #00600790 jra OCT, 01, 2010 oF s a' ,AARONNOTARY. NOT ' Y PUBLIC: Owner or Agent The fore . mg instrument was ac day of 83 , 20 IC. by who is personally known to me or who has produced who is personally known to me or who has produced As w4or 1tlnl elfilQath. My Commission Expires: /0 (Revised 07/10/07) p/ issuance of a building permit with an estimated value exceeding $2500, the applicant must otice of commencement and construction lien law brochure will be delivered to the person Also, a - . d copy of the recorded notice of commencement must be posted at the job site after the building permit is issued In the absence of such posted notice, the ee will be charged wledged me this T'r c`2 Signature Sign: Print: C Contractor The foregoing instrument was acknowledged before me this (9 da of f5 , 20 /0, by 06640 6/CM as identification and who did take an oath. ®Op�lE Patricia del Carmen Arevab® �'a :p p ��``= 00600790 m�* 4 _Coi mission # m�' , OCT. 01 2010 4 ; ,res: , �f /!!f ,/ e ' n' j ,AARONNOTARY.com ' 7 -) Q /.Cj( . tic= / NOTARY PUBLIC: My Commission Expires: ,/ U / 4/ ,,,20/ 0 **,*********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ,. * * * ** APPLICATION APPROVED BY: i0 r' /U Plans Examiner Engineer Zoning AGORA. CERTIFICATE OF LIABILITY INSURANCE DATE 0 PRODUCER FONTAINEBLEAU INSURANCE CONSULTANTS 8250 W ELAGLER ST #118 MIAMI, FL 33144 305-.227 -0092 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED UBALDO BLANCO GC, INC 437 GOLDEN ISLES DR # 8F HALLANDALE BEACH, FL 33009 I A INSURER A: AMERICAN SAFETY INDEMNITY COMPANY INSURER B! INSURER 0; INSURER D: INSUREk E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED By PAID CLAIMS. � g PPOLICIES. 'Rif' TYPO OF INSURANCE POLiCX NUMBRR RAT ( MGIDOAM DATE IMP%I10� EXPIRATION LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 20100030009 03/09/2010 03/09/2011 _ EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any ane fire) $ _ 100,000 $ 5,000 CLAIMS MADE X OCCUR MED EXP (Any one person) PERSONAL & ADV INJURY $ 1 , Q40,004 $ 2.000,000 $ 2,000,000 GENERAL AGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER 7 POLCY f I 28i. I I LOC PRODUCTS • COMP/OP AGO AUTOMOBILE _ — LIABILITY ANY AUTO ALLOWNEDAUTOS SCHEDULED AUTOS HIRED AUTOS NON.OWNED AUTOS COMBINED SINGLE LIMIT (Ea accIdenl) $ BODILY P r Demon) URY $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peraeeldent) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY; AGG $ EX ES$ LIABILITY OCCUR CLAIMS MARS DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY I TOR 1. I I C A I E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L DISEASE . POLICY LIMIT $ AcsRa,orinFl OTHER ne nDGDAT,n►,en nnAr,n.,on.e,..... tee.'..... .....�..- . - - -- ---- ----- - - - - -- - MAY - 11-2010 TUE 01:11 AM CERTIFICATE HOLDER I X ADDITIONAL INSURED; INSURER LETTER: ACORD 25 -S (7/97) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 305- 756 -8972 FOUNTAINEBLEAU INS. FAX No. 3052276287 PROVISIONS CANCELLATION AUTHORIZED REPRESENTATIVE P. 001/001 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON TH vj SURER, ITS AGENTS OR REPRESSNTATIVES, CORD CORPORATION 1988 i 45X3 da.r. Ttb w IZaust Wks r_.tL vA a .77 ELENA- pp/4•' 3 la it. e WIND PRESSURE WINDOW SGHF_PULE POSITIVE NEGATIVE WINDOW MULUON WINDOW PRESSURE PRESSURE APPROVAL APPROVAL NUMBER ZONE (PSF) (PSF) NUMBER NUMBER 1 5 50 67 08-0604.01 2 4 50 54 08- 0604.01 3 4 50 54 08. 0604.01 4 4 50 54 08-0604.01 5 4 50 54 08- 0604.01 6 4 50 54 08- 0604.01 08.0514.10 7 4 50 54 08- 0604.01 8 5 ... 50 67 08- 0604.01 9 4 50 54 08-0604.01 10 4 50 54 08-0604.01 08.0514.10 11 4 50 54 08- 0604.01 12 4 50 54 08-0604.01 13 4 50 54 08- 0604.01 14 4 50 54 08-0604.01 15 4 50 54 08- 0604.01 16 4 50 54 08- 0604.01 c e f41"?.. writ -sIDnp LWFdi �6 iTNtLY ��� —Y - • Ful 7-7 .4 .r :fit?6• Yt1 �E #iii NOTES L I. I=LORIDA f5UILDINS GODS 2007 W/ 2005 REVISIONS (EFFECTIVE MARU1 I, 2005) WIND LOAD CRITERIA: ASGE -7 05 V =I46 MPH EXPOSURE "G " MILDINS GATESORY II IMPORTANCE FACTOR =I.O, Kd =O.85 2. WINDOW PRESSURES St10WN ARE f7ASED ON EFFECTIVE AREA =IO Sq-FT POSITIVE PRESSURE INDICATES PRESSURE AGTINS TOWARD 111E GURFAGE; NESATIVE PRESSURE INDICATES PRESSURE AGTINS AWAY FRGM SURFA . • • • 4. WINDOWS AND•PIULI � bE: R TALLED PER APPROVED FONDA A� raellAEI G 5. INFORMATION 1. '4'1hto PR VIPs tS USED ONLY FOR WIND PRESSURE ON WINDOWS. 6. ANY DIMENSION SHOWN 5 .. E VIVA? f'Y THE CONTRACTOR. • •• • •• • • • 7. ALL OPENINS: P EASION6: I OE I�1ED PY THE CONTRACTOR e? v* TO WINDOW OR INSTALLATION. NOTIFY ENSINEER IF ANY DISCREPANCIES ARE FOUND. • • • • • • • • • • • •• •• Run f nce . • • •. • • • • • • • • • J l =ai,h /0 4 �p • • • • ••••• ••• • • t+b 11. ttrav p W w 0 c W (/) W U) O W W O Z V) O — L CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. ( A Copy of the Con ct must be attached) Con PROPERTY OWNER: PERMIT # 5 - $ - 16 -13'27 ADDRESS: // 5 /1). 440 :64A1 FOLIO NUMBER: / l 5264: 0/ *ROD ZONE: BASE FLOOD ELEVATION: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: / ( ,JOQ (ATTACH COPY OF CONTRACT) PLAN REVIEWER SIGNATURE: Created on June 2009 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed w - k2� BY: C:...— .......b FREEBOARD: EAST OF FL.CCCL: / oe c)// e(rol. PeA- %reg-ia y 1 4n -L OP_ r MP WIN DATE: VALUE OF PRINCIPAL STRUCTURE (liA •,/ OWNERS SIGNATURE: dte v DATE: — 10 Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 2 Living Units: 1 Adj Sq Footage: 2,383 Lot Size: 8,925 SQ FT Year Built: 1946 $0/$368,331 553 42 MIAMI SHORES City: SEC 8 REV PB 43-67 Legal LOT 6 BLK 178 LOT Description: SIZE 75.000 X 119 OR 13567 -3 0188 1 OR 26579 -3933 0908 00 Year. 2009 2008 1150 NE 100 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 1150 NE 100 ST MIAMI Value: Value: Regional: $0/$368,331 $0/$536,044 County: $0/$368,331 $0/$538,044 City: $0/$368,331 $0/$538,044 School Board: $0/$368,331 $0/$536,044 Folio No.: 11- 3205. 019.0420 Property: 1150 NE 100 ST Mailing PATRICK M HUBER &W Address: XIMENA GONI Qualification 1150 NE 100 ST MIAMI Description: SHORES FL View Additional Sales 33138- Sale Date: 9/2008 Sale Amount 5500,000 Sale O/R: 26579 -3933 Sales Qualification Sales which are qualified Description: View Additional Sales ar; 2009 2008 Miami -Dade My Home My Home miamidadc. $ Qv Show Me: Property Information Search By: Select Item Il Text only 12 Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Property Information: Assessment information: Taxable Value Information: Sale Information: Additional Information: Click here to see more information for this ro Community Development DIsMd ACTIVE TOOL: SELECT Digital Orthophotography - 2007 Web Site O 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site Phone Directory 1 Privacy 1 Disclaimer 0 113 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Legend lto Property Boundary Selected Property ofto Page 1 of 2 Street Highway Miami -Dade County Water WE http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/13/2010 •••• • • • • •• • • • • • • •• • ..S. • • • • • • ... • • •• .. ••. • • • •.l. • • • • •• •• • • • • ••• • • •• • • • • • WINDOW PRESSURE CALCULATIONS HUBER RESIDENCE 1150 NE 100 Street Miami Shores, FL CALCULATIONS PREPARED BY: DESIREE CUENCA, P.E. r da License #63959 247 S Street #120 M ami, FL 33130 pril 27, 2010 It5I e CL1NCA, P. LIC #63959 248 5W 8th 5t. *120 Mlani. FL 55131 �t- Project Name: 1150 NE 100th Street Miami Shores Project Number. Huber Date: 4/26/10 Prepared by: DC Page: 1 sWil% Ott 140S (h 60 ft) References All references are to ASCE 7-05 (Chapter 6) Wind Criteria V= 146 mph Exposure = C a = 9.5 z = 900 ft K = 0.90 K = 0.85 K =0 K2 = 0 K3 = 0 K = 1 Bldg Cat = II I= 1 q = 42 psf q =q= 42 psf Building Dimensions .... .. • • • • • • • • L 42.67ff 6=.55(LOff PH i 22.0Dff EH ;• i:48ff 6 ?Tltfeg h = • • •••• • 1 :Opegness : 'C• •' •' G +/. alai • G= 0 .85 a Maximum a = 4.5 ft ...wind velocity (Miami) ...B, C, or D [Sec 6.5.6.3] ...3- second gust speed power law exponent [Tab 6-2] ...nominal height of atmospheric boundary layer [Tab 6-2] ...velocity pressure exposure coefficient [Tab 6-3] ...directionality factor [Tab 6-4] ...topographical multiplier [Fig 6-4] ...topographical multiplier [Fig 6-4] ...topographical multiplier [Fig 6-4] ...topographical factor; K, (1 +K 1 K,K3) 2 [Tab 6-1] ...I,11, Ill, or IV [Tab 1 -1] ...importance factor based upon V and category [Tab 6-1] ...velocity pressure; q= 0.00256K,K,,Kc,V [Eq 6-15] ...velocity pressure at height z = h ...depth of building ...width of building ...height of roof at peak ...height of roof at eave ...roof slope; 0 =tan 1 ((PH- EH) /(L/2) ...mean roof height ...0 = Open, P = Partially Enclosed, C = Closed ...internal pressure coefficient ...gust factor Minimum 0.10 x Minimum of L and B = 4.5 ft 0.4 h = 8.00 ft 0.04 x Minimum of L and B = 2.0 ft 3.0 ft [Sec 6.2] [Hg 6-5] [Sec 6.5.8] I c External Pressure Coefficient GS, Net Pressure (psi} p I= ah x (GCp -GC,,) IN 6 - Zone 4 Zone 5 Zone 4 Zone 5 10 +1.00 / -1.10 +1.00 / -1.40 +50 / -54 +50 / -67 20 +0.95 / -1.05 +0.95 / -1.29 +48 / -52 +48 / -62 50 +0.88 / -0.98 +0.88 / -1.15 +45 / -49 +45 / -56 100 +0.82 / -0.92 +0.82 / -1.05 +43 / -47 +43 / -52 200 +0.77 / -0.87 +0.77 / -0.94 +40 / -45 +401 -48 500 +0.70 / -0.80 +0.70 / -0.80 +37 / -42 +37 / -42 CLENCA. Pt. LIC #63959 248 5W 8dh 5t. *120 Miami. FL 33131 Project Name: 1150 NE 100th Street Miami Shores Project Number: Huber Date: 4/26/10 Prepared by: DC Page: 2 C WIND PRESSURES ON : :1401.111 Wall Pressure • • • a ••• • • • [Ag 6-11A] Notes 1. GC, reduced by 10% for 0 5 10 (already included in listed values in table above) Zone 5 Zone 4 Zone 5 50 -67 50 -54 50 -67 .• ..F.0.•• • • • • a =4` -6" ► ••• • • •. • • • •••• • • • • Values shown for wind area = 10 ft Zone 5 50 -67 Zone 4 50 -54 Zone 5 50 -67 a =4' -6" • • • • •• • • • • • • • • . • •. • • • • • •. • • •• •• • • • • ATTACHMENTS PRODUCT APPROVALS NOTE.° PRQU T APPROVALS ARE PROVIDED FOR REFERENCE ONLY AND ARE ":MOT PART OF THE STRUCTURAL CALCULATIONS. •. • ...• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: WI IW'NS MIAMI -DAD METRO -DADE 140 WEST FLAGLER MIAMI, (305) •375 -2901 This NOA is being issued under the applicable rules and regulations governing the use of materials. The documentation submitted has been reviewed by Miami Dade County Pro Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Da County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami D e County) reserve the right to have this product or material tested for quality assurance purposes. If this 'duct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such t i g and the AHJ may immediately revoke, modify, or suspend the use of such product or material withi , their jurisdiction. • BORA reserves the right to revoke this acceptance, if it is determined by Miami -Da ' County Product Control Division that this product or material fails to meet the requirements (lithe applica e building code. This product is approved as described herein, and has been designed to comply with the 'de Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Ahem. Outswing Casement sheets l through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Al- Farooq, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product stamp with the Notice of Acceptance number and expiration date by the Miami Dade C Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • ,l ELING: Each unit shall bear a permanent label with the manufacturer's name or log • ¶$flowing statelVent: 'Miami-Dade County Product Control Approved', unless otherwise • afilEWAL alibis NOA shall be considered after a renewal application has been filed po change trutheitipplicable building code negatively affecting the perfonnance of this pro .. TERMINA9�pI't of this NOA will occur after the expiration date or if there has been a • ut the mate ate, and/or manufacture of the product or process. Misuse of this NOA • , girgity produK'f8ssales, advertising or any other purposes shall automatically terminate • to cdlnply wit any section of this NOA shall be cause for termination and removal of NO • ARVERT7AVT: The NOA number preceded by the words Miami Dade Co ,ipllptved by, the. expiration date may be displayed in advertising literature. if any p flayed, &f it stall be done in its entirety. • •INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac distributors and shall be available for inspection at the job site at the request of the Buil This NOA revises and renews NOA # 03- 0612.04 and consists of this page 1 and eviden E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. rOUNTY, FLORIDA LAGLER BUILDING ET, SUITE 1603 R1DA 33130 -1563 FAX (305) 372 -6339 al Ls_ de aov/bgildinacade Expiration Date: Approval Da nstruction t Control de County and indow rporation, 1 Revision Product , city, state and ted herein. there has been uct. on or change endorsement NOA. Failure ty, Florida, and of the NOA is or its Official, pages E -I and OA No. 08- 0604.01 epteniber 18, 2013 October 02, 2008 Page 1 Florida Window Systems. Coro A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Casement Window (L.M.I.) ", dated 05/28/03 with revision B dated 06 /20/07, ► pared by Al- Farooq Corporation, signed . and sealed by Humayoun Farooq, 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 FB , TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with 'narked -up drawings and installation diagram of an aim' window, prepared by Hurricane Engineering & Testing, Inc. Test Re I ETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P. (Submitted ruder previous NOA #03- 0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 2034 along with marked-up drawings and installation diagram of an alumin vinyl window, prepared! by Hurricane Engineering & Testing, Inc. T HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.EI (Submitted under previous NOA #03- 0612.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 II 2) Uniform Static Air Pressure Test, Loading per FB TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an alum vinyl window, prepared by Hurricane Engineering & Testing, Inc. Tes HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P. : .(Submitted under previous NOA #03- 0612.04) ••.• • •••• • 2) Cyclic Wind Pressure Loading per FBC, TAS 203- . . alsang with marked -up drawings and installation diagram of an alum 4034 window, prepared by Hurricane Engineering & Testing, Inc. Tes • • MP-02-1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E • • (Sfbmltted under previous NOA #03- 0612.04) • 5. 'Thiereports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FB • • • • • 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of an al umin5 vinyl window, prepared by Hurricane Engineering & Testing, Inc. Tests HETI -02 -1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. (Subnehted raider previous NOA #03- 0612.04) • .. • • • ••• • ••. • • • •••• D . CE ' A CE ' ` CE: EVIDEN 4. Te reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 • • • • •• • E -1 Produc Expiration Date: Approval Date casement rt No. casement Report No. casement Report No. casement eport No. TAS 202 -94 m casement ort No. aaaet P . P.E. ontrol miner A No. 08-0604.01 tember 18, 2013 October 02, 2008 S11441 r VFM WEN ANDO DOW CONINE OE 4000 f199 1/9' ANN: GRASS stir ONDATER DOWN -PLUS .010' PETER.4 MO' NINA= ®ASAAU SAFETY -PWS I/B' N01. CUSS AT EACH 00 Or oast IAA OPTIONAL 11 1/2' 4141. NINON 500111 111111 VENT WOW, MARS 1YPF 'Al' DUCONE N W COWEN 99S GE 4000 SILICONE TROGCO 1RDHRAWE 5 -900 1/9' AN. CLASS O90' INIERLATER 1121£4/12EPSAFE 24222 1/0 ANU. MASS AMONE =NCO TREU0IATE 2-000 CS A44 TYPE 'A0' GLAZING OPTION$ DAME • 40CANNO DS 7/V I AT STREWD. CLASS OU{99U4 SCAT-HN4 .010' PEF 42.11 .010? 0111ERLAVER DIAS91Nt V3SEIT -P1]IE 1 /0' NEAT SIREN'0. SLABS COMM SUCCINE DOW 025 DE 4000 RIMS Tr"? • H1'. VAL ►ten /mv. CORNERS •• ••• • • • • •• • •• ••• ••• • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • THESE ANDERS ARE RATED FOR LARGE MISSME IMPACT. SHUTERS An 11DT REQUIRED. ALIMIEMMTBSNESAMINELMUM DESIGN LOAD RA11NOS 100 1HESE WINDOWS 10 BE AS PER CHARTS 5167511 ON SHEET 2. APPROVAL APPLIES TO ANGLE VENT OR DUAL VENT 21140055 WRH X AND XS c014FIQURA110N5. ALSO COUEU00TSWL4 OF CA51NT /CASYT OR CMS 2014 ONO WINDOW TYPES IN mixes OF 150 OR MORE MOON USING 11IA41 -0ADE COUW241Y APPROVED MULLIONS 04 meat LOWER DEAN PRESSURE FROM WINDOWS OR 4ULUON APPROVAL 211.1. APPLY TO ENRRE STADE. THIS PR011001 HAS BEEN MANED AND TANA TO COMPLY WON THE RECIUDEMNIS OF 112 FLORIDA ARLAN 04012). MEN 1 T «*00 00 2122 04012). 21/04 10340011 WCLUDNVO WORD NCO BY ones. LN50 BE MOOED ED PROPERLY ID TRANSFER L0A0S 10 THE SRGUCTURE. ANCHORS ASRU. BE AS WED. SPACED AS 9105*4 ON DERNS, ANCHORS MEANT TO BASE DO ERNS. ERN.L BE SAVED WALL DRE44A10 OR STUCCO. ANCHORING OR LOAD= CONDMONS NOS SHOWN W 114E5E 0ETA1LS AE HOT PART OF 1195 APPROVAL A LOAD OMAN INCREASE 114 *0.00*BLE 628&85 P3 DBED 111 DESIGN OF ANCHORS ?RD WOOD ONLY. • • IMAM 001*146 BREW DAD 10 51EE1/14EML suet 0147 couE e0D • mum OHM 04594042 5120100 sHAU. MAITRE 800020IENI0 • • ••• • • • • • • ••• • s • • • • • • • • • • •• •• • • ••• 1 1 3 DOWN 60A0 CAPACRY - .POs FOR t 13 ) SIZES 1130107 0013. 01.485 11716 '51' • 18' 91.118 1320! 11' 51004 11005 0R. [4) 355 ( -) Cn: ( +) 1Nr. ( - ) 10 -1/13' 055 856 7011 18.0 28 -4/2' 2113' 558 00.0 75.0 10A 37' (3) 00.0 552 75.0 00.0 10 -1/8' 5.0 85.0 756 ass 20 - 3/5' 30 -3/0' 813.0 830 75.0 MA • 37' (4) 030 558 ' 700 BOA t 10 -1/0' 556 658 75.0 030 75 -1/2' 556 536 75.0 508 :;.3r 1 ° 7 55.0 85.0 . 759 80.0 10 - 1/0' 456 45.5 736 508 20 ■1/2' 52' 318 346 752 006 : (1) - - 75.0 BOA t i 70 -1/5 74 27.0 27.5 7513 556 2 ( - - 1352 808 95.0 556 79.0 00.0 552 805 75.0 50A k 55A 65.0 756 IMO 556 550 780 006 13513 80.6 782 508 630 800 706 850 k tg 5513 500 780 530 55.0 556 700 630 55.0 506 700 1300 V A 48' 552 80,0 762 80.0 55.0 1340 76.0 802 (4) 53.0 540 780 1 80.0 kg 751.0 500 752 806 42.3 432 756 806 k 356 35.6 no 640 - - 75.0 530 16' 3.7.0 322 75.0 BOA 24' 72' 245 248 75.0 006 30' (0) - - 640 �0 - ............ . - ..•. . •• ••• •• • • () - 1M.CrpetcNORs PER .AH5 NOTE: 5 t5 ' 1 `y 01335124 WAD CAPACIn - Ps? F0! ( 133 ) 81Zn 1 35013 On. 110101 20 -1/2 37' 53 -1/8' 74' 25 -7/1' 37' 53 -1/5' . 58-1 /2' 37' 133 -1/5' 28 ■1/2' ST 53 -1/8' 74' 25 ■1/2' 37' 53 -1/5' 24' 34' 46' 06' 72' 24' 38' 45' 8D' 72' 24' 39' 40' 00' 72' 24• 36• 45' 65• 72' 24' 30' 46• 50 34' (3) .15 -3/e• ( 09 -8/6' 7■1/4' (9) 24' (5) 30' (3) ar ( e0' ( 72' (51 1/2612331 COTO FOOT 12488 non 'AI• r 95' •01483 12013 '81' Da (+) 7311. ('a Err. ( +) 78.0 700 OL8 76.0 75.0 50.0 5511 75.0 550 599 760 550 599 78.0 55.0 79.9 75.0 55.0 558 70.0 530 550 05. 47.0 348 332 25.4 658 552 530 550 8913 5513 650 55A 5513 640 530 550 63.0 052 6513 43.2 338 47.4 326 248 75.0 75.0 75.0 70 705 55.0 .63.7 5.110 75.0 47.0 34.0 7813 004 521 322 700 334 572 40.0 599 731 552 780 55.0 730 530 752 SSA 700 59.0 758 592 750 540 700 550 762 700 555 760 55.0 73.0 553 700 544 71.2 060 79.0 586 73.0 432 752 358 554 57.0 47.4 740 33.0 24.5 48.3 40.5 65.() 006 530 506 508 50.0 00.0 55.7 002 030 55.4 526 786 97.2 402 05.0 *0 008 50.0 840 60.0 5013 506 110.0 66.0 630 71.2 668 8011 85.4 37.0 BOA NA 40.3 40.5 Mao= Marren 0007 01.485 1213! 'e7' txr. ( +) 192 ( -) 758 70.0 002 BOA 70.0 m2 700 806 500 7513 00.0 78.0 756 606 756 785 030 00.0 730 730 702 75,0 706 705 786 700 752 78.0 788 730 756 756 752 732 752 78.0 788 758 758 756 759 Rio 750 759 75. 78.0 75.0 556 50.0 500 040 BOA 630 65.7 602 09.0 80.0 50.0 000 508 606 058 00.0 530 808 530 60.0 502 630 830 00.0 DOA BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BALDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -210 •• ("___i44 • • •• • ••• ••• • • • • • • • • • • • • • • • • • • i• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• •• • •• ••• • i • MEN. SEE SAM FOR SPAM= =MEM MEM ANatans TERM NOOSE SEE ELEV. FOR Mesa SEE ELMA FOE SPASMS IMML AL•FAROOQ CORPORATION a IWWWWWS S PRODUCT DEVELOPMENT 3296S.H. 97 AVH WNW. PI.ORIAA 33174 ^; WL WWI 2Gi 4. M fAfi. WWI =VOW 4 COMP- ANINV03- 76TV15 • . . ' my WOOD ISMS , • sniumwE MAILI-OME MEW APPROVED LES= & MAL= ANCHORS SEE SWARM •EA ■.irii. • 111111. -- ',N...;..--- -- ._ r e 1 -7-k i r i lA 1 IrMil 11,2'27 0 riChiell I ' 1 0 - - TIROL ARMLESS,. I 1 [ i I i 0 i , ° rill 441 p =-"-- , ).. t • 0 ) .4 1 l'i 0 1 SEE EUM. MR SPASM WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRAMPER THEM TO THE BUILDING 1 1 TYPICAL ANCHORS; liczasms INTO 28Y WOOD 1-1/2 MIN. PENETRATION THRU TEN SUM 1-4/e MIN. EMEND EEE um NM SPACES • DUCKS OR WOOD STRUCTURES INTO WOOD INTO CONC. OR MASONFTT IMO CONC. OR MASONRY MIN. (Sy • 38 Le AM) THE. ism (6083-T5 MITI.) WM ALUMINUM TO DE PLATED OR PAINTED) APPROVED MULLONS (MIN. THE. . ADO" AHD WSONRY ... 1-1/e MOT. . 3/4- 14I14. .. 3/4" MIN. VENT CORNERS AND INSTALLATION SCREWS COLORED SEALANT. --.....-...t...“_ ...a.—....... 0 0 i 1 i i 1 3 i i I / d I - . ALLe....IEELCILDELFDERLINELECREaS ROO METAL STRUCTURES STEEL : 12 OA, ALWELNUTE : 1/8' (STEEL IN CONTACT 1.10.261181ELLIMILKLMEDES 11410 OAOE COUNTY (NO SHIM SPACE) i.D 10521.—SIOLDNANZ 4 I. r- w I,' c , 0 iiiLl,. I -7- 0 " L.-- 0 let ./.. - --- FL 1111 - _- O 1111 INTO CONCRETE 114T0 WOOD STRUCTURE tATTO MEDD. STRUCTURE MAN I All FRAME AND 1 3 111/ kill • L SEALED WITH CLEAR/ALIDAINUM 0 •• ••• • • • • • •• •• OOOOO - _ - - - 6.101:11.1111 ' -VI ..,...A. f drawing W03-36 ElitLiMB M » Li . 1 4 • am .. ; , .. -mgr.. *.11:711'. - *I •we .. e Zo..E......... •- • • • • • , .,.. '. i .....t1111111111■,.. • • • • • • I'l •• ••• •• • • • •• r,.. • ••• ••• ••• • • • • • • • • • • • • • • • • • • g • • • • • • • •: : : . • • •• •• •• ban 00. Ammo woo moms 4/1001MTErVIRED elemANgetheieDwila /!_-_•'- ''., lifilA i ,eir, ,-.:..,z /----,---., - ,-_--IL 11 • ... ■ TIMM NiCHERS SEC ELEV. Fel SPAWN • • • 0 0 III • • 0 0 0 • • • • * • • • • • • 0 0 • • • • • • • • • • • • • • • • 0 0 •• • • • •• • 0 ID 0 0 • • • •0 0 0 • • a /IE UAL 'Aid= seam SINGLE VENT WINDOWS wa . • F. B+_' v9�: P+ rY�t. ra. rcdc.:: isa:....'." a. �:: r5':. �: n; a-0 9. L�3:.} f!.':.^ r+ �_:._::' a.��...m_m�^- �= "= .� .....,..... . .. ..,..+ iv— ....•._ wer ......� • rpm. MOOG SEE flat rat SPu.m rIA. PE Gut. a978 !tL'SgC3ais h .D / iarar.3;...E f.. 1 is drawing no. W03-36 . .. • • • • . .. • • • • • • • • • • • • • .•• • •• • • • .• •• •% •• • • • • • •• • • • • • • • • • • •• • • • • • • • • • • •. •• • • • • • • • • • • • •• • 1 rte¢# PAST / O5 X* 2 513231311102 woos 71A0$'.Jd01 s \u +v -0100 N1 1 FRS -0718 4 ERW6 6043 -30 - 2 IM8 - 811 4 1•N► 0043.111 - - F69 - 410 0311121 P25f 4067 -00 - _ 4 AROOQ CORPORATION e< PRODUCT DEVELOPMENT sw. E7 AVE FLORIDA 33174 tq0e14e340 PAL 01311) =MUM 2.E55 1.989 L.._7 -- 7 .__ ' aL00 D'+.v 4 Fti'0 -41414 AS REM MASUD am 6053 - 1S - 0 - a NUL ERASE *35688!.7' 8CUITS ST. STEEL 110 K 3/4 --. HIS 068 567 ' 6 - AS 1EiM VENT MEOW WEE 61. e1199. //0 • 1 -1/2" PM 9U 7 cm a 10500. Fame varransomppowa (..076 K .332 Ten tAanAFe +121 D58 AY 1800. 5058 WETT1IR818PP5ID (.157 R 350) YAM. 6638456 14.12.00 2/ YEBF 1@m AT t5P AND 1611 4 MR 817 51E E1. 78881. ATTACHED N J/6' / (0) /6 6 88 8001 30066 2/ 65547 LEVET Mg NkE SElM7 UH3t EEO. 1RVOb 7Q /2' FR011 231 NO 807108 SRM4E It 21067 2/ 9@6T LOCK KIMIS. AT 18701E 4A88 PAC6i0 IOC6 51251. 4878 1F/ (2) 110 8 336' 77 6115 12 46.865 1 1270 OPER2011 6505. 8656'. AT666*05 5/ (4) 16 K 3/8` E5 885 is - - .097 AUK Met KLV 87. MEL 1 -1/5' x 1 -1/2' 8 1h' 14 - at MK L066 RIS AUA 55 SEM - /12 x 1/2' Pot 888 :.: .675 15 - 7TA 6005. CEDER 5087 REINF STEP, - W x I !I a IR 1 � n L781 !� .552 i j 3500 .605 . 06E 5 l • __ :7 �( C ..., [- _ _ _j-.. ___ 6.438 - 4.5058 - IYPUST J. c i [ 1 ....... • • • • • • • • • �J6 - �!F II1I ill GLAZING BEAU LOW • , 6.760 • • • ••• • • • • • •• • ••• • • • • • • • • • • • • • • • • • . • • • • • •• � PRODUCTIOMSED � Bld i / �- „ EP BEoscu4a 30 It• W 03 -36 •• • • • • • •• • • • • • • • • • • •• • • • • • • • • • • •. •• • • • • • • • • • • • •• • • • • • • • • Ault OUTSWINR CASEMENT MNDOW (UU.) FLORIDA WINDOW SYSTEMS 7191 N.W. 77 TERRACE MEDLEY, FL. 33186 1u_ MO 6O$ -•29 Mg (3•11) 805-•424 % 0 MUWi1ONS NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 matjaginggshwaniNta t<code jEIJILDINgcOfie COMPLIANCE OFFICE (BCCO) - PILODUCT J11p lOL DIVISION ( swF ACCEPTANCE (NOA) no's:* ft w Corporation :7191 : . > :Terrace Nicctley;:1 ;3166 COPE: This NOA:is being issued under the applicable rules and regulations governing the use of construction mnternais.r submitted has been reviewed by Miami -Dade County Product Control Division and ac copted 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). -.Thfs NOA.;shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (1.K Miami Dade County) and/or the ANI (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 i1i the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imnediateiyrevoke, 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 product or material fails to meet the requirements of the applicable building code. This produ l is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. VESCRIP ON: Aluminum Tube Mullion — L.M.I. .....At''PROi!A ' Drawing No. M95-18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 ofitl, dated12107/95, with last revision C dated 05 /05/08, prepared by AI Faroaq Corporation, signed and • . settled by37I4,niaun Farooq, P.B., bearing the Miami -Dade County Product Control Revision stamp with the • Noticnof`$t9Ifance number and expiration date by the Miami -Dade County Product Control Division. • ; MISSILE' ►CT RATING: Large and Small Missile Impact Resistant LABELgEcaah unit shall bear a permanent label with the manufacturer's name or logo, city, state and •;'fo7G,wing` "Miami -Dade County Product Control Approved ", unless otherwise noted herein, . •RENEW - . , '�dithis NOA shall be considered after a renewal application has been filed and there has been �fd rhange" applicable building code negatively affecting the performance of this product. • • .;I f RIV WON of this NOA will occur after the expiration date or if there has been a revision or change •,J 9 jute matdrials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pre ddct for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wkh icy 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 expiraton date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall'bs doite in its entirety. • INSP , Q N: A copy of this entire NOA shall be provided to the user by the manufacturer or its distriliutoir *d shall be available for inspection at the job site at the request of the Building Official. :This NOA: and renewsNOA # 07- 0322.12 and consists of this page 1 and evidence pages E -1 and E- 2, as weli,tis. approval document mentioned above. The stibmeitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 08- 0514.10 Expiration Date: March 28, 2012 Approval Date: Jane 26, 2008 Page 1 it • 1 • :.. . • .... • • • • •••■•; •■■i•= s (4 •i • ••+••• • i .'. ...4. • •: •.. } •• • . 3!• s :Pines thv- Cortioratiop • •••• • r.: •:••• :E. • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMU1 ED ,I11TGS D rawing No. M95 -18A, titled "Aluminum Tube Mullions", sheets 1 through 4 of 4, Alliilated 12/07/95, with last revision C dated 05/05/08, prepared by Al- Farooq x orporation, signed and sealed by Humayoun Farooq, P.E. V: 4est reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Fixed :Windows Mulled Together, prepared by Fenestration Testing Laboratory, Test Report FTL -5562, dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. - A� ULATIONS :Mullion clip anchoring calculations, prepared by Al- Farooq Corporation., dated 4]5102/08, signed and sealed by Humayoun Farooq, P.E. Anchor and mullion calculations, prepared by AI- Farooq Corporation., dated 02/24/07, signed and sealed by Humayoun Farooq, P.E. f"Sjthmaitted under NOA # 07-032Z12" • Dade Building Code Compliance Office (BCCO). ;•: IC+ CERTIFICATIONS gi•liV ENTS ;•�:.: tapcment letter of conformance issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. . ;::Statement letter of no financial interest issued by Al- Farooq Corporation, dated :05/02/08, signed and sealed by Humayoun Farooq, P.E. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., {dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. R Notice of Acceptance No. 07- 0322.12, issued to Pino's Window Corporation, approved on 05/24 /07 and expiring on 03/28/08. E -1 Ar rlos M. UVera, P.E. Product Control Examiner NOA No. 08-0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 � ; ~ . MULLION CUP ( 1b • .. 10 MOM CUP 10101111 W 2E CUf m P11 MW MO mar UORL •• •. • .•. • •• •• • • • • • ••••• • • • •.• • • INSTRUCTIONS; NE NORM ND MW AS MUMS. ONERINE OMER IDO WNW PQt 11ZNf 7 FOR 1001104/21 man USE 212 -Wm2 COUNTY AMMO SUM PROINCIN tax= maw taw RENERDIENIS. 1 W 10 mum AS PER PROD= UM CRAWS 02 MW 2 MOW WINOS 512E WWI OE4ER R I U 22N tDw SWORD R1 MEP INEM WPM Ori NW 4. MO NUN= GOWN OW i 4102 4024 OEM =RN LORE 11023 RN MO 191DS SPEWED IR EDP 1 ADDS. ttUONS_ CONTAJN G TTYPICN GLAZING PRODUCTS HORIZDNTAL OR YERTIC L $8 WNW OR 00M AMAX FOR PASIERNEI MW U30 NUM /11 M&A.UDNA 53021_10 MI% • • - .•a/.Y,;:# > .• • . • • • • • • .:,:l • • •• • • • • • • •• • • • f 4.t• • • • • • • • • • • ••• ••• ••• • (, +,.:�•. ?:, <. .. .. : `S:Yf: ^:'' .. . • •• • ANGLE CUP (om) MULLIOI WIESEN ID RAl20 FOR 28202 MMWEE IMPACT. AND CAN IIa USED WIN ALL DIM-MW COWd1Y APPROVED Dna AND NDN- IMPACT RESSDINT PROWU04 RFCTANGULAR Al UMINUM TURF RUMORS tORS USING MULLION PROPERTIES ONLY S1 COUPOr NM DIE us MO= RAS MN 013104201 AND naunions o 534 7 E17Rt•3 MUNN iROtt MEWDCl1Y HURRIO 1E MW ONIW AIL aea12 PROBUCf2 I5QD WIN 11WM 1R&MW 11402 0 MW WE APPISCASEE MALMO REDUIROSENTS NO WINO UN POWER INIALTRAININ, FORCED MW RenstancE. wawa= WM. 0002 BONN Of OR EM MW RE ARCM= PROPERLY 10 ROHM WES 10110: s1 ARNE 1010020 MW MIL GE WON WAIL MW( uscameto COM= OMR MAN WNW MEM !N THESE OEMS AK WS war OF 1101 ANNUM A 1010 0�12O 21 a seen IB MW t2 OF NON 1/1W CNN ROO 12AAOA MN M fg IY4 10 81 1 1125 OF 2004 ROM NDM COE SEWN 20088.4, Sap OIL NOWASION O•CAN MINNOIN flA Pt PINED WAIL Im F. 3m r 28 20 L': 2L: 1/8' MBE HULL MIONIMMOMMWM IMMOIMMIMMUM MMMMMMMMIM IIMMOOMMMM EMMUMMZMIM MUMMIENIMM MINIMUM= M NIMMIMMIMMIMM IMMIMMEMIM MMUMIMMUM MMIUMMUMMIM MIMMIMMEMM MUMMIMOMM MTMIIMMOMIN NUMMIMMERMI WIMMIMIMMIMM NUMMIMMIMIN 1mmu..i■umum anommammumm 36 40 68 60 78 TRTBUTARY WIDTH • INCHES 2' x 4' x 1/8' T1182 NULL INIMMIMEM MUMMIMMCAM MIMMIMIUMMI MIUMMUMMOM MIMMUUMMEM MIUMMIIMMU MMNIMMNIMMIW immumwommomm winimmimmumm ammummanumw mMilmommommim ummmummomm MIMMIMMIMM MWMIUMUMMOMI MIIMMIMUMMO MIUMNIMMIIM MUNallOMUMNIM MINUMWMMOM IIMMWMENNIUMN MONINSIMCMM paws 30 40 60 60 78 TRIBUTARY WIDTH - INCNES r ^. •• • • •- ,.• • • • :.:: - .. . BB M►rLW®WWWMW mgoommummatmic NUUMMUMNWIMM MMMUMMUUMNIMW ►rM UMMIt► M \age ■■m" mI!!f1?! MOUNIMMMEIMOUN ■nalwwWNNN>'On■ IM!lMEs7\rlMNiiNM MMUMIIMMIMM limmiMmumnimm MMUMMOMM \rE/OtMMIRM IMMIMMOIMMUM NMIMMEMMIN MMOMMMOMMI IMMOUMMOMS MOWERMIMMUM 4!1X3 •• • t 1 BB 28 38 48 88 38 TRIBUTARY YIDTH - Items M 3 20 • • ••f. • • • ... • • • • .i,• : • •• • • • 1". 3 : 1/8'.7418E MULL 2' x 6' x 118' TUBE MALL 20 40 B0 GS 70 TRIBUTARY YIERR - D HES BB IMMIIIMMEMMME WIIMMIMMEMMEMM MIMMEMMMEMME EMMNAIMAIKUMMO MUMUMMMUMEMM MIUMINIMMMEWME IMUMMEMMEMUM WIRIEWINOMMERM MUMMIIMMUMMO MMELWIMMIMMEM WILIM EM \MEAN■ WIWOMMMUMMEME MUMMINIMEMMMO MUUMMIIMMEMME MMOMOMEMMEMO MIORNMOIMMOMME MINIMMIMOMMWME J 00 •H • • ••• • • 20 ummammmalmmrnm whiam -tomu ■l mur �Al '2111**WMigiftill MWMIAWNWIWOMM ��®®�[� BM ^`•' BIM IIIIMOWLMIll immumEMOMOMM ■IMI UMM\MM MIMUOMMOMMO immammommmo mommommommum M`M11EMI•M!ra■ WINMAMNMMINOU MMOMMIMMIN IMNMWMIMWSIM 38 48 80 68 70 TRIBUTARY MIDTH - INCHES 6, o I MULLIONS 88 wmTH ) - •'+ V4 1 Z M� ! NS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (0ITWRWCIATrON BETWEEN WIDTHS ALLOWED) • 9. .. .... A i: .... ���'.•' •. •.t �.o/t1tn,fYR�. .:. ... ..... ...•�.: a_e•r ~..... • •,M4, 4 68 68 TR MUTY wmm - SKIM * •- •• • •::.•; }:'.::'•,-•• • •• • • • i 40 68 68 TRIBUTARY Weill • ITS ILEICALMILLOLAIESEMBOIS I warn (T) - —_ z • . • • 40 6a 68 TRIBUTARY WIDTH - DICKER 40 68 68 IE TRIBUTARY UI8711 • =WS MM ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD.. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPIR.ATION BETWEEN WIDTHS OR SPANS ALLOWED) WWIZENTITZEW eS PA PC IOW LA21. MU ss WIIM■■■■■■■■ W AMMMEMMEMMEM wiliommurtrmom ■ \MOMMI ■ ■ ■ ■1! ■ ``w1i�A!MEN O ■ ® ■I�■ ■MEN UMMIMMEMMUMM MMUUMM■■Mi/■■ numagimonsomm WMNIMMAPMWMII MWa1QA LMONDld V' me `mil■woomor ► \10►'lli \\ cals? /n■ sialowrmammais semimmikvotamagm ■■.. CAMW.M. ■■ IMMEMMNOWAIggn ■ ■■MOMOW \O \C I s mwmtmlacummw namminwsrallIrtm aummao■■ *■■muss 1R►'u►lmi mmumom■ MID IRIVERIMiff M1®i lilftMI.7WMCKM mmuummumwollimile milim<l \P 1■■ro■■ i11NM►tEMMU ■■ O■ niammaiimmommo W1\\\M► EMAI\ \■ ■■ MIWOMMUMOWAM ■ ■MANKa►M► a ■■ ■ANd IENW • ■ ■ ■ ■:4.1~.■ ■■■■i &A`Iti 0. % ■1•■■■■OgNMOr it l' 11iil�A�'!►tm®\llbaa..I' mnam UMOMMAIMMOMM wominnommammm AUSIKKORWESNME ■AMOLI \`.i\ ■\\t■\ ■■11011M E'iit IIM ■ ■ ■1■101i \ ■\■IZMI. mmomminmommoo ■■■ INE: MISM■ MMUMIMUMMWMC ■■■■■►,W.■•.• ■■■■■■■OO►\N ANCHORS onnalismonsonm EiliMettgen ISMINGIMIEMseVREIM an y''''BM a WI +•7F'4.MILA MIIIINVMES, EOM ■01L10ll0 \■ ■ \t\11■1\\ ■Vitt ■�rC�l►�{ ►ia�7�i\ ■s1101\ \10.111 tsi sislri■1.aM►MI i•sf ■ ■•i111100\ ■ ■ ■ ■11111■>•1111►M .4 UR 0 6 . .4 mr 1r: 2 X 2 * l/I i t1 avL • 2 k 2 X 112 2- t12 ': .: '',..McHQR$ 222* 2*2* i!:'^': a;: �°:• L'✓ � • i.RF: ; i- ;;r,.::.(�11n1:At{tAE� � �ta;�1. •r't.•• �.y. _ •.Atl11t:ARi�S *;x;c'.• 14SU3. - - • 1 zi •s. • _ %! ____ 1UL — 1 *2! 20 3- 3/4•'120 14 S.lI$. ID 020 WE 2400 SIL 1/4* to*. T..P�$ t l/R.E a x z x £i o av - 010 ANCHORS TYPE A . .2-ua,,. f 14 011.0. 2/ *Z tbtglI224 10 *03 W2 001101 ir o. m& 1-Itt N. D& 1/ 101.E 2 * 2 * 112 4 N* 3b/W 12*0 WIDO 4. .' _ft_ .... .,., S. - 1*5 24 0051*0 210*20 2*5 VAY 06 ROID0 n SON CLm flnN P012! 1*20 1IJW2t0 *20*0.24 NCOzdllrM. grID 112 11112 3 P0 W 1*20*1*03* _____ ANCHOR DETjJI 1 ium aaY 0000 nuci 01* woon STRUCTURES *01. PR01 21W W000 WRU IBY 8I2 N5 4TO cONC. OR *0SOP2W 1-l/4 1*1*4. EMBED 0*10 CONC. 01* VA.SONRY *1*10 CONCRETE ANU *05012*Y - 2-1/2' *21*. 1*410 0000 210U01111*Z n 1 U81 . , i*ao .iu*. smu*noi 5/r ►w. *1*1101 1. • Inspection Number: INSP- 148691 Permit Number: DS -7 -10 -1304 Scheduled Inspection Date: August 16, 2010 Inspector: Bruhn, Norman Owner: PALOMO, VICTORINA Job Address: 174 NW 109 Street Miami Shores, FL 33168- Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE REAR DRIVEWAY OVERLAY ASPHALT OVER EXISITNG Passed J Failed Correction Needed Re- Inspection Fee August 13, 2010 F/.64e No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360100230 Page 7 of 26