Loading...
WS-10-261Project: <NONE> Inspection Number: INSP - 138626 Permit Number: WS -2 -10 -261 Scheduled Inspection Date: March 29, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, JUAN & SUSAN Job Address: 301 NE 96 Street Miami Shores, FL 33138- Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI Building Department Comments INSTALLING ONE GARAGE DOOR Passel? / ? 916 '/ 7- Failed Correction Needed Re- Inspection Fee March 26, 2010 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 For Inspections please call: (305)762 -4949 GV Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060135880 Phone: 305 - 885 -8088 Inspector Comments CREATED AS REINSPECTION FOR INSP- 138199. All openings muyst be impact resistant. NB Page 21 of 27 Project Address 301 96 Street Miami Shores, FL 33138- 1132060135880 Block: Lot: JUAN & SUSAN RODRIGUEZ Owner Information Contractor(s) Phone CeII Phone ALL AMERICAN DOORS, INC / ALL All 305 - 885 -8088 (954)646 -6133 , Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 3110.00 $3.00 $0.80 $114.60 Building Department Copy March 03, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address Expiration: 08/29/2010 Parcel Number Phone Type of Work: GARAGE DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Invoice # WS -2 -10 -37086 Invoice Total Amt Paid Amt Due $114.60 $114.60 $0.00 Check #: 13539 Applicant Cell JUAN & SUSAN RODRIGUEZ 301 93 Street MIAMI SHORES FL 33138 -2717 Valuation: Total Sq Feet: $ 1,000.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 1 2 WIG BUILDING Permit No. v 10 Qgl PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder)ZV el 5 Sq r°J n5•--c . Phone # Owner's Address � 1 (01-- °I (7 "54 . City I" L� + � j�o 11C.S State L Zip - 3 N Tenant/Lessee Name Phone # Email -+onl. roc( ueL 6,���✓ .�St''gs - `�M Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 33 3& FOLIO / PARCEL # Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Submittal Fee $ .(J. ( 1t J Permit Fee $ Notary $ Scanning $ 3-00 Double Fee $ Structural Review. $ Miami Shores Village I %V S Building Department i r ` �niq ou 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 J 1 3 a r, G. b i 3 51's o ['Alteration old) s /4 Phone # Zip Phone # Total Fee Now Due $ 1311 .......... 1 L - 5 3cj`1 Flood Zone Contractor's Company Name Contractor's Address 0-5; A)14) q 9j Cit State l Qualifier Name ).4) j 6 i 0 1 1 - 0 4 i t ~ - / f ( 7 Phone # 0 c eae j:/ 070 State Certificate or Registration No. Certificate of Competency No. 000 0 4212 0 Contact Phone 7 )02._ / e..../ E -mail Square / Linear Footage Of Work: C* ['New °0Repair/Replace D Demolition 615 00 * * * * * * * * * * *, * * * ** Aux * * * * *** ** *** * ** * ***Feees* ** * *: ****** * * * * *** ** * * * **** * *** * * * * * * * * ** 1 /(J � CCF$0 CO /CC $ Training/Education Fee $ 0-9,0 Technology Fee $010 Radon $ DPBR $ Bond $ Violation date: t0.4.(ao See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City • State Zip Mortgage Lender's Name (if applicable) 74_ Mortgage Lender'sAddress f • 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 COMNIENCEMENT." 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 appr and a reinspection fee will be charged. Signature O er or Agen The fore instrument was acknowledged before me thi day of wh is personally known to me or who has produced '0 As identification and who did take an oath. Sign: Print: NUTAKr k'UJL1C- srPth O HA/ Raul P. Martinez Commission #DD732653 , • l es: NOV. 26, 2011 BONDED THRU ATLANTIC BONDING CO., INC. (Revised 07 /10 /07)(Revised 06/10/2009) 2 0 f , by 69,2 ZS APPROVED BY .4 " /70 Plans Examiner Engineer Signature Contractor //�� The foregoing instrument was acknowledged before me this / day of re , 20( , by 415 '23/2 > , wh is personally known to me or who has produced as identification and who did take an oath. PUBLIC -STATE OF FLORIDA Raul R Martinez g 9MpD732653 Expires: NOV 26, 2011 BONDED TUG ATLANTIC BONDING CO., INC. ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * *Ac * * * * * * * * * * * * * ** /J5 Zoning Clerk checked • Florida Building Code Garage Door Windloa2d be&igi Ppessgres Address: Tony Rodrigue 301 NE 96ST •• • Miami Shores, FL 33138, Miami -Dade County S•• f on, :E. Flon • a . . License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 2/3/2010 • • •• •• • •• •w• • •• ••• ••• • • • ••• Report # DPR- 100202 -A-02 The positive and negative design windloads f8r th a ddp • op�ln 0(s)Iisted below are derived from the Florida Building Code (American Society of Civil Engi ee �E � ,, tion 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami- • MerCIIVWF •• � FEB 2 2 2010 � BY: Garage Opening Size:9' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 42' 0" Measurement of Nearest Garage Door Opening to Building Comer: 2' 0" Positive Design Load: +41 PSF Negative Design Load: -46.4 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 4300 /4301 /431014400 /4401 /HDG /HDGLW8, 9'0" x 7'0 ", Approval # 07- 0807.14, Dwg # 101703, Windioad Capacity: +48/ -60 PSF. The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. PERMIT #:a Miami Shores Village APPROVED � �,, =Y ZONING DEPT . �.� BLDG DEPT 0111046 DATE SUBJECT TO CCMPUANCE WITH ALL FEDERAL STATE AND CCUN'Of RULES AND REGULATIONS MIAMI. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • PRODUCT CONTROL DIVISION • • • NOTICE OF ACCEPTANCE (AA" • • Clopay Building Products .Company 8585 Duke Boulevard Mason, OH 45040 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 Nfiami -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: 2" EPS Insulated Garage Door with Impact Resistant Lites to 9'0" Wide. APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67/HDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.,Utrera, P.E. • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • ••• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • . •. ••• • •. • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • . • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • • • 10 WEST FLAGLER STREET, SUITE 1603 • • • MIAMI, FLORIDA 33130 -1563 • • • • • • • • • (305) 375 -2901 FAX (305) 375 -2908 • www.miamidade.gov/buldingcode NOA No 07- 0807.14 Expiration Date: September 20, 2012 Approval Date: September 20, 2007 Page 1 Clopay Building Products Company .. . . • •• ••• •• 1. Drawing No. 101703, titled " 4 4 DVI; eif'68 »4300 /0t, 4310/67/HDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 Of i, pxtpafed'b}? Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. A. DRAWINGS • • ••• • • • ••• •• •• • • • •• •• • • • • . • •.• • • • • • • • • • • • • • ••• • • • • • ••• •• • • •.• • • • • NOTICE OF ACC •' � EVIDENICE S�JBMITTED • ••• ••• ••• - -- - B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202, 2) Large Missile Impact Test, per FBC TAS 201, 3) Cyclic Wind Pressure Test, Loading per FBC TAS 203, Along with marked -up drawings, prepared by American Test Lab, Inc., Test Report No. ATLNC 0823.01 -06, dated 12/18/06, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchoring calculations, dated July 30, 2007, signed and sealed by Scott Hamilton, - P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM E8, Reports No. HETI -06- T60416051606, prepared by Hurricane Engineering & Testing, Inc., dated 09/22/06, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160 -04- 63365, prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959 -500, prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated 10/04/05 and Report No. 3094867SAT -001, dated 04 /13/06, prepared by. Intertek Testing Services, NA, Inc., signed by Javier Trevino, and Anthony Penaloza. F. STATEMENTS 1. Statement Hamilton, 2. Statement Hamilton, of code conformance, dated July 31, 2007, signed and sealed by Scott P.E. of no financial interest, dated July 31, 2007, signed and sealed b Scott P.E. E -1 1/% = x $ 07 ,,9/ `` Car ' M. Utrera, P.E. Product Control Examiner NOA No 07- 0807,14 Expiration Date: September 20, 2012 Approval Date: September 20, 2007 INSTALLER MODEL R11ATI. um 04014444 • ON CENTER MANCE SEMEN FASTENERS h. 0 -401 BLOCK "'WM O m 44 1, -7' ?i4-C/237�I/llit2[(TZTLSt �• Tr tf R :r + I c. FEKT ALL1^uT - 311•U T I04 L a- 7 ' 3.1913.: ..':) : - ;3 . 4400. 41400 N/A 24 . MIN. 00' .' 8004 , 04 ' . 11 P 4401. 11401 Nn 24 014. 101 am= SKO)1 IU00 P ALATE 4301. 0310 1 . s8 MIN. 43 N311 000E 87 37 G 04. 7 L MIN. ERAM PANE. (*04 S B RAM MAD= TYPE 04014444 • ON CENTER MANCE SEMEN FASTENERS h. 0 -401 BLOCK "'WM O m 44 1, -7' ?i4-C/237�I/llit2[(TZTLSt �• Tr tf R :r + I c. FEKT ALL1^uT - 311•U T I04 L a- 1/4' . 3' (1 -1/4' WED) OW TAPCON CONCRETE ANCr4R (2•;1/2' NON. EDGE DDTA44CE) "' - '3} 16'.11 I1 ./viri, 7FID1EY "T'• LTiI 41•1111■11111111E2•El1 L)•a. OWT.2a='. tt c(T Z =i "..3 3 I i��. =.. $ IT . 1EiCTE E' Z4 I L.0 41EiIIIf3i r ri•Toli02IN In 1//1 I 10D 801i40 'I L4L 114 fZ TA111UT, I12l S4 4TL- Li3�1Ti'ISM 137) 3'C1I"TiA IG;!.:!_. IME?a��.IliIRATE 10 -1/2' 1' 0 u LUpEp • 4 • •••• • •••• • •• ••• • • ••• • • • • • • 4 • • ••• CLOPAY .01,__._ e0 4 4 4 CLOPAY MODELS H400 H401. H300. H301. 31Q HOLMES MODELS 66 67 66 •.4 • 9,2131= �••.•• -' • ins2r. it EmN •• .• • . -• • •• • ,a• �I • ' A ' Pl.P ' Natal 1408 010E or 0000 • • •W ` - _ • • 2 3' x 0.038' 4144 00L0011200 STEEL KN BACKER PIA - OUTSIDE). REINFORCEMENT PLATES ARE LOC AT THE OF EACH SECTION AT EACH 424GE 10147,04, •y -A ® OPIWt4Y on . OF 0@417- 40532ANT SAVO IN IRD0TOP SECTI04 (MORN) 1 NEAT -To-THE TOP SEMEN (NOT 11440AVLO FOE H 10 -1 1,. 11'. SLAMS 9 144(11031 RE LOIN 3822432T. AH IPPRDUTD a2 PLASTIC N 400000414 E 91131 ISOM 2009. SEE SECTION II-13 foR ASS13.0L1 001008 JAMB CONFIGURATION 42 OA CALV. STEEL TRACK BRACKET F.5TEIED TO W000 JAMB Y ONE 5/1011 -1/2' HOOD L40 WREN PER BRACKET. 2' DM.0. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRAC411T ATTACHED TAM 071E /4'.5 /B' B41 D NUT 110 T02 1/4' RAMS. •• • ENO 541 • •• • • • I • 2 -Ti4• (41)0) (s1 FNLd/S' SHEET METAL - 4 .TTA00*2 TO FROM P AND BOTTOM POSUIN (BOTH M017814 SEE OF UCH LOCK FOR DEWS. TABLE 1 0000 HEIGHT UM OF SECTIONS• .I(7irl37i�f:7� •Y'i efLY���� fl1SiCIFYyi • um. 96 0031 w' a 04'91. • • • • •• • • • •••It 7 -1/2' 7 -1/2' e 11 all f>a+•r/s 1 44 FA F�NO_IRAE'IES AIN 1 'B � VIEW 'B" • • 21 CA (0.010'.1071.) . f ® 0191910 19 SRN 0-40 444 CAW. BAKED -34 POLVESI00 PALSIED TOP COAT APPLIED TO BOTH 5001 Of STEW. 2014 STOP 001ADN8 BY 0008 INSTALLER (TO SIR). 18 GA CAL MO2E8 STEEL END SITE (ATTACHED 91TH 01,E FACTORY TOTALLED /S -IB K 1/2' WAFER -HEAD BORER AND ®FURTHER SECURED I(PON INSTALLATION 11114 MNGE SCREWS. o1701NE A 911 IlR 111 OA RALV. STEEL NI84. 14040E 70.01101412 TO INTERIOR 31071/0000ER PATE 94144 (4) 11448/0' MEET WOK SCREWS 7/40' BOND P118WM TS 801 *LID ON MGR ROLLER "wt. 40 ELM GAIN STEEL Elm M OE FASTENED 70 ENO 911164 0 /14) EACH 11319/8' WET 4121. SCRIM de (4) 1/4' SEW TAPPING IWRE.IS. Y 10 BALL STEEL ROLLER (1- 3/1917/1914') WITH STEEL OR NYLTON ME. 2' THICK-I 4 'SECTION 11216/0 XE 0PRONM. DECTIRATNE .7 wee OP1CT RENEWS 01, -PETE 04RCTON 0422 m301 Ot IRO FROM O GLUM. TO RAM 120 1 3h 0 PAN HE7N TABLE 2 SECTION A -A e Tumor ntm n1Ar*2 BLPARMES FROM AND RACK BON 07 0008. 191' TICK. 16 ream 14 fs1YKOR Tm - TO ROIN 080009 ANS ODER4V W M. IOW 1We04C00m BY PRIMA 01341191199. "001 OR /ALCOR MALL ft.on lx BR L BRAWLS ((2 • s- 3/007. Pam 0140011 ATP0)4 )D B/(4) /1xs/s' salt un a Y� 14 1004 **10400 FASTENED TO 9003 1141 (4) 11448 /0' SHR1 41014E AND 444 1/4'.3/4' SDK @101019. 08 VWR . 0 ,*334 80110 TAPE. 840141 10444E 740400 ) 9E 18010041/ 01RUCNIGL 0101101E REPTANT. 3' TALL F 20 0A. ONLY. STEEL U -BAR MO 0 -13ADS PER 07671424. EACH U -1801 ATIAGHE2 WITH 1/4•3/4' SELF TAPPING SCRERB. (2) SCREWS AT EACH ENO AND N1ER0E0. • STILE LOCATOR. • 27 0A. (0010' MN.) INTERIOR STEEL 6KNmp4R3p 104OY) WON 0-10 1( ,\.., T ® 047..X.141)-011paatOT 107 A DRAT AMMO TO BOTH NUS TN WI®. SOL 13 OA DLLV. STEEL MOODY BRACKET. WTA T7 001 (2) 11448/9' MET an, a 01 44410131449 12004010.4 W VINYL 1478148401841. DESIGN LOADS: +48.0 PSF 829134 04808104 SCOTT HMUL104 P.C. FL8RMA 73. ■4. e3180 .. 1 - WilaI A2414aCL•S117114 11!51•L1R22r*Y11 ' - Y•V3• TR! FTC YCra•aI /Y1 S ❑Q11,CJiP3riAMIIIIED• 1v 131:31FriIF9riiAINNETAIIP)i 11G 11Hi11.31r•1Glil MI-7•WrJ11C7 111,31 f L:Y IMMOI1r1i l.!• Eli lCM 11:1c]I(ItliZZY AIT:)1E9iEDM•131iv O1G:11 SSIEa1f1iE'Si r f i7ltiFF'lI 3 91 TFTH•'SI 5•F'11 41ST 1/14r I 5.525ifST3E537F3iQ3iE:)i =' iL•il TOO 9'034 x 12 TRACK CONFIGURATION 0' CAUL STEEL TRACK. TRACY THICKNESS, 0.080'. 9 SUP 0)2 0 C•411171 KANO REWIRED FOR DOMNB OVEN r 1WIL_ VERTICAL 3 ,� TO �sR10RT PTTH 1I) 5937. (, 04.83 01 8ACKLT. •EACH rattrap 49 n' 1••, 1002 SCREWS. VERTICAL TRACK 0T10Cr® TO 40091491. TRACK SOH (2) 1/0,3/4' TRACK VY13. RP. 2- 1/2'12 4A, 044. ISM 1RRCN BRACKO. 4 (PACK BRACKETS PER 101 DP 10 R ROW TRACK BRACKETS PER 800 (UP TO 1W MORI d TRACK 00CKETS PER 180 (NP M 11, M EH . JAMB"TO SUPPORTING STRUCTURE ATTACHMENT 1. 211 NHE TOAD row THE DOOR IS TRANSFERRED 10 THE 1RACK AND THEN FROM THE TRACK ro THE VERTICAL RFP (GRAD 412 OR BETTER) JAMBS. 110 LOAD FROM THE DOOR IS TRANSFERRE0 TO THE NOR2ONTAL (TOP) JAS$ 2. ALL JAMB FASTENERS WY RE (DDT ARE NOT REMISED TO BE) COUNTERSUNK TO PROVIDE A FLUSH 3. AA 4/3 STRESS 00 7400(800 FOR 0012 LOAD WAS tip/ USED N 7HE CALCULATION OF ALLOWABLE L0ADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND IEA00NRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENSO SHALL BE FRAMED SOLID BY NOT 4103 THAN (3) 208 PRESSURE TREATED 9YP (GRADE 12 OR BETTER) WOOD STUDS OF A STRESS GRACE NOT LESS THAN 4200 PS NOONA1.E*ORE0E WISER STRESS N 8ENDINO (7,). STUD WALLS TO BE CONTINUOUS FROM FOOTING 110 11E DEARS. BLOCK 744 977 ( 41 2. OR CONCRETE S R O 7 4*21B SHALL BE ANCHORED TO GROUT REINFORCED MOCK MAU. OR CONCRETE CDUGMR. DUTCH RAU. CELLS SM4 . BE FILLED WITH CONCRETE AND REINFORCED WITH. REO4F0RCN8 BARS 1#140310 INTO 1311E MONO AND INTO 11E BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL' OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COMM TO DE- DESIONEO BY THE 8u80040 ENGINEER DR ARCHITECT OF RECORD. - 2x6 .IAMB TO SUPPORTING STRUCTURE ' ATTACHMENT tint room/same STAMP FRO11 B01TaM AT so MORE tom Iai1 0` YAINNVLt OX CENTER 124Sfu1E. 44401181 AW24R /9CR4W INSTALL(_AT LEAST As Hon AS 141E 0108 07008 NEON! ( � i Clapay 0 PSF. / CLOPAJ D1p meows PRaTuLTB C00PANY • • <l W43L o1 4 Building Products 05131 772 4m0 4 GOTDOOY � /W1009 00 ml 0 44.1 WA ml. lHR TOP BRACKET DOUBLRACK E HOR100VTAt T r r � 3 F 194.0 l aw HFAOPODM Awria44.1 caa+D:y149with(ha F12id40 aL LA Coda . D313T h . 0 tiORX Miami Divls BY PREPARATION OF JAMBS BY OTHERS BE THE 1 00. REVOLTSS:UR OF THE � I PNOFESSWNAL OF RECORD FOR THE MOLDING OR STRUCTURE AND N ACCORDANCE 01101 CURRENT BUBULN7 DOGES FOR THE LOADS USTEO ON DRS DRAWING. (*40 00 4100810009 TYPE FASTENER 248 VERTICAL DAUB 4300 /81 H MODELS 10170) 1 4 Permit No: Ask re Job Name: VAL' l _ifr l‘? , r7 , 2000-el c' Page 1 of 1 ELECTRIC Critique Sheet ,/,/r, Ye7Ar c- I 7 `61/2 ,vi ` Mike Devaney 305 - 795 -2204 -GCj4 , r (L S e c/ riiir) Miami Shores Vivage Building Department r 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. M iami Shores Village Building Department Permit No: 09. JO Job Name: 478 ,2009--14 Page 1 of 1 ELECTRIC Critique Sheet ' • s 1 v'‘> - /zi r A/ 7 , ' /7 1 / 1 /115- A 1 — ccs�g ce "A /m . Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972