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175 NW 109 StBUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): ( Building > Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) APO A.6 F E U 5 , 6 . Phone # ( 05) T5- 3 77-dL Owner's Address 3,25 NE 9 3 ST- City M KI JF o ..S State FL Zip 33 13e Tenant/Lessee Name Phone # Job Address (where the work is being done) / 73 mu.) /?J q . City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name A . 1 2 3 j�.- �Ti , O� Phone # 0.) Contractor's Address 2 5 JC,A TAW AC Q , . Sc' 1 City i('x, y- AA State Zip 3 Qualifier . State Certificate or Registration No. CG C 00 23'tu Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit L( OQ . - Square Footage Of Work: Type of Work: El5lition Q ❑Allteration Describe Work: ' / I (f/ J J 4-- * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 7C.) •(QC) Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 New ope" s Zoning Structural Plan Review. $ Permit No. Master Permit No. .i7C61 -60K ❑ Repair/Replace ❑ Demolition CCF $ V c 60 CO /CC a , 50 Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /V /A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant.: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the buil.'•: .ermit is issued. In the absence of suck posted notice, the inspection will not be approved and a reinspection fee will be char Signature Owner or Agent The foregoing instrument was acknowledged before me this S day of- A V - e , 200V, by rt _ 1 01/4. 4 0 , day of — , 20 DV, by who is peersonally known me or who has produced who is personally known to ` o Asi L CiniliLauvu and w1Ltokbk.Sd yal1h. ELOISE CUETO 1` COMMISSION NUMBER MY COMMISSION EXPIRES JUNE 14 2006 NOTARY P LIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NW 0 4 20 APPLICATION APPROVED BY: Chc 05/13/03 OTARY PUBLIC: Sign: Print: ntractor The foregoing instrument was acknow; dged before me this3 " ho has produced ELOISE CUETO ISSION NUMBER MY COMMISSION EXPIRES • My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/8/2004 Applicant: AQUALIFE Owner: USA JOB ADDRESS: 175 Contractor JARJ CONSTRUCTION Local Phone: 305 - 444 -4595 Parcel # 1121360030170 NW 109 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1448 USA AQUALIFE ST Contractor's Address: 4743 N. W. 72 AVE. Legal Description: MIAMI SHORES EXT PB 43-40 LOT 17 Permit Status: APPROVED Permit Expiration: 5/2/2005 Construction Value: $400.00 Work: SHUTTERS MASTER PERMIT NO. BP2004 -608 Page 1 of 1 BLK 219 LOT SIZE 104.900 X Fees: FEE2004 -11075 FEE2004 -11076 FEE2004 -11077 FEE2004 -11078 FEE2004 -11079 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $15.00 $118.30 Total Fees: $118.30 Total Receipts: $0.00 VI 2 6 MO In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 96-47, titled "0.063" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 3/25 /96, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 renews NOA #99 -0219.01 and, consists o , ; - 1 as v . : pproval document mentioned above. The submitted documentation was reviewed by Rau MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02-0417.06 Expiration Date: April 18, 2007 Approval Date: May 16, 2002 Page 1 Y � i r r e1 w >r wsOln u1K041110 10150 TO • 1744 3•4111 SCCTT SCALE 1/4' • 0' -r O TYPICAL ELEVATION Sir 100 ANGLE t ••- c0V(0•41[ .4.11 O STORM PANEL SCALE 114 •`0• - 111• 40‘1/11 1 PLAN v1[M •04, TOM 40001 t1 .OR air 1311 __aa�L'l01a(1014L a oll l amt O OPTIONAL ANGLE .CAL(. 1 /4 • 0' -1 [ T i0000nWE O TYPICAL ELEVATION - DIRECT MOUNT ® "h" HEADER SCALE . \I4 • 0' -1 • 1.111 1 L10 PLAN VIEW KALE I -V1 • T -O • Lae 2a10 .011 "U' HEADER SCALE • 1I4 • 0'.f 5 .1.1- r, €:„ /- Oil/MI (Oa 01 _ - iq M 1.170 1 1.00- O STUDDED ANGLE fCAI( 1/4 • 0' - 1 - eLy 1v 11.....4. Metts. 4. MIS SIWTT15 11 0[(401110 04 ACCO50 *NCI wii“ TIME 1001.010510• 1100.0•0 000t. 404 (011•11, AMO 1441 1•0• MOW AIIO Cm/MTV (01110*. 3. •00171•1 AND 010410Vt 01110* 05155054 CALCOI•T40n1 10.144. 51 0•001((0 M A0(050ANC• 0117.••(• T -11 0•15141111 001440* 10 400 011 11.0L01•011 AND Of OT00CT011Lf f••ti 1*41.1. S( B(PE5i•C10 Af ••••0•OI•T1 0(010010x00. 1. /TOM. V•MLLS 1(04.1 at 1•141 -034 *4. W 4 ALLOY. • 011 •■•c0. wan *11 P 45[/05( 0t . 0V*01 01 35 551 . (x35010141 Snow* SMALL tit 0013 - wO.M 4 PM00UC T ■•••••01 10*11 05 •111414 ,r 00 004 010 00 114 1 41111 • 111 0P OM[ MAPKW0 Pty •A*(L ••• /1144.1. 51 1x0(1(0 40 101404.1. WIN G N UT SCALE *ALP S1(1 4.40tN Vnl'r•+LL --yyy ITEM 10 P.M.1f•N1 [ 1401x- I 1 PM. C0000•.TIOM %1ST PALM 01 •CH. OL (WIC COLINTY 0•00. 1. •LL 00415 •T1D ••14■451 1.*LL at GAL V 4111(0 0111141m1011111.1.. WITH A MINMIM •1 • 1111 1. 700 11011011 O4144,0 1.O1M MAY 1E WTt5CNA*010 •$ 0440 (0401710011 OICTAT(. P.N414 (■Y BE (00.1110.051 ■f:14 4PPLUC•11.(. 7. TK 0[1 4110 1PCCDCAT40M 1074110 (1040401+1114(01011 ••0111101 00•110 f0P 01P.CT CYCLIC AN0 UNM00.1T•11C 4005111001 LOA011101 04 COW(MM•NC( WITH DAD[ COOMTY •5010(011 •* 101, 301.140 111. - POSITIVE 0[5100 LOAM N PS0 - NEGATIVE DES30N 4.0•0 SS P1P 1. 01110010 011CTC TEST P[f00T N•. 1K-0•11 00 000 1 -66-11 PRODUCT RENEWED ADCE?TANCB No. - Qj 1 • PI EXPIRATION DATE aka IA•)Op2 By 5111011 P•ST[M[5 [4 404, 14 11PP1 ANCHOR DIVISION B W DLV O CODE OCIMPUANCE OFFICE [YIt1140 LIED AS • • NO ITO 1NE SOBIN NOM • • NG COO[ DAT % 7:1 d• IB9.6 BT APir PRODUCT CONDO. OIVIS:DN BUILDING CODE COMPLIANCE OM ACCEPTANCE 00516-6111•154N TERUO SWAN EXISTING S TRUC TURE ANCHOR DESCRIPTION I••• MAX e• -6" MAX. EXISTING STRUCTURE ANCHOR DESCRIPTION S'.6' MAX. 1• -1` MAX TENS /NEAR EXISTING S TRUCTURE •NCHOR OESCRIPIION SPAN IL LOAO IWI DLO IW S' -6•• MAX. EXISTING STRUCTURE ANCHOR DESCRIPTION S MAX. 6' -S" MAX. ANCr1✓R SCHEDULE 2•' EDGE DISTAI.I.E FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) 1 /4"0 ITW TAPCON W/ 1/4 "• RAWL ZAMAC NAIL-11 1.1/6• MIN. EMBEDMENT W/ 1.1/e- MIN. EMBEDMENT ANCHOR SCHEDULE 3" EDGE DISTANCE FASTENER SPACING REQUIRED POR VARIOUS DESIGN LOADS IINCHESI ANCHOR NOTES 1. ENTER TABLE USNO NEGATIVE DESIGN LOAD CW1 AND SPAN ILI PO5 SPECIFIC OPENING 2. MPONUM cReIOMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAO SCREWS PASTEN TO NARROW PACE OP STUD FRAMING. PASTENER SHALL OE LOCATED N CCNTEN OP WOOD STUD. • ANCHORS SHALL 01 INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENOA TONS. CONCRF'C HOLLOW BLOCK CONCRETE HOLLOW BLOCK IrEw1 I tA• i'• ITW T•PCON W/ 1 /4'0 RAWL jAMAE NAIL -IN 1/4"• RAWL CALK .IN 1 -1/5" MIN. EMBEDMENT W/ 1- 1/1" MIN. EMBEDMENT W/ 7/1' MIN EMBEDMENT 47.2 P55 42 PSF ES 051 47 S 11511 62 PSI. 115 PSF 47.4 PEP 62 955 IS PEP MAX. MAX. MAX. RAM MAX MAX. MAX. MAX MAX. 1 OXIMINMEFIIIMMEISIM WO I/4 "• RAWL CALK -IN 1/4 - • WOOD LAO SCREW 7 /16�• RUSH W �� W/ 7 /e" MN. EMBEDMENT W/ 1 -7/6` MIN. EMOCOM ENT W4 L�/ /3 /S MN . . PA 41 = PM 'MOM U ELF'# ® lwaXM WE.AI 1/i"• 1TW TAPCON W/ 1/I. - • R•WL NAIL-IN 1/1."5 RAWL CALK -IN 1- 1 /e EMBEDMENT W/ 1 -1 /1" MIN EMBEDMENT W/ 7/0•• MN. EMBEDMENT 47.2 P5P 62 PS5 SS PS5 47.2 PS5 62 PSP (IS P5P 47.5 PSP 62 PSI. 6S PS5 MAX MAX. MAX. MAY MAX MAX. MAX. MAX. MAX. / /4 "• RAWL CALK-IN 1-1/6 MN. EMBEDMENT W/1 -1/6 MN. EMBEDMENT W/7/11 MIN. EMBEDMENT WOOD 4 "• ITW TAPCON W/ 1/4 "0 RAW( 2AMAC HAIL -N 1/4`0 W000 LAG SCREW 71t{ WOOD B t f c 1 W/ 1 / 4"• S.S. MACWNE NE sCRLW ��1�1 ® ® ® ® ® ® ® ® ® W/ ® 1 - 7/6` MM. EMBEDMENT ® W/ S /6 M ® N. C/N[0 ® . ... \: L17��: L7:!• L: L7�t.E yf��:!_7: ��:E T: 1��: 1 T: 1� R; i��: 1�: 1��:ll:+S N: E l�C :IT:I�SN:I{:I�SN:1_T:1��:1_/.1� MN. UPAMATION PRINT GLASS • Rr n. A16 • 0..711 GLASS 04 GOOK - Mil TWO 1201272 q1 El QcONf NIT MILTIVAIT T ENANT RIM StRI ' 2*211. THIS COMMECTKIN MAT St WINO AT TOP OR sat Val. OP PANELS O WALL MOUNT SECTION SCALE . 7" • t-0• (=SUM TENSION PASTENEP STI - (SEE *NOIGO SCNEDIREI La EP •14C•01C 60. • WNGNar• A Pm STRWEa ANGLE 10111 TOP ANON/M011 USE If 611E C l 1/4.10 MADAME 60/ 11 • NUT •1T 0.4 AFL THIS ► OM AT T0 OAT TOM Of PAWLS. ALT. BUILD —OUT MOUNT SECTION -1 SCALE .2" • 1• -0" PRODUCT RENEWED AT AOCF17TAxOE NR c (.fl 401 ' H fLQ0 MESA • DATE S.•■: DAT • • • I�•�: 1F . Dy . A ✓ ; • .i �; 4I0t DIVISION 'PRUDI CONING/ DIVISION TItN(DINO �j iECt OFFIICCE� BUp�]NO CODE COLIPLANCC UPFIcs . ECEPTANCI NO.95_161.1-L_L/ VINO WITH THE CODE _ )9a& 04..55 OR 00DR ATOM TO MALL OF TAM IIIM. f[•AOATTON 000• MLASA • 0 -1 4 — [AISTNI0 STALL TWa[ w000 •9930 MOOD MANORS Tom. 0•110340 MAIL To �wTTON PANEL PO MOM OCT AIL O A WALL MOUNT SECTION SCALE . 1 • r -0 ANGLE TO MALL OCTAL. PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE ■ 3 • r.0 1/5.10 MAO*[ {OLT 1 V1103OT 1p s O.C. ANGLE 110Th PON MTV • O00 7 000• M 00. 03911 aR 0000 W./ CEILING /INSIDE MOUNT SECTION SCALE 3 • L -0 M f A AAAA TOY MON WOOD CONT. 031. RUM MOS 01•AA MAT 01 MAO AT TWOS SOTT01I OP PANELS. 0 194 • • •-v, 15 LA0 • - o.c. wI t.vr P [IIa0ATa1N IWO 30000 [ . v••• • •-w- of. LAG sumo • 14 GC. MAX. VI 1 1/0 w WITCO 0P 'Puri 11070 130100 Too CEPAa IS 101•0 TD • 73 PAP. O WALL MOUNT SECTION (BOTTOM) SCALE : f • - -0• EXISTING sTIgc TIME 01911 W 0000 3N.1C0A3A TIM PROM OLA11 • 1.IP 0 SCALE • Y • r.o- . sad C%016I1 Rta'0. tut WAN VG30I _N(A010S L ANMT5(01(010 C0N1MAT ITN 0Nna(r*a. © BUILD —OUT MOUNT SECTION SCALE , S • P -O I CNININ 0•STEMEN • vu 0903. (m•-• 7 OR MOOD SOSN30 KRUM ••S!EMIR AT 1 MC. OR It 0 - 00 NOT vu 041•3 1.4.01330 SPACING IS 1(11 1NAN 0 Ica ••(900 11310411.• TOO 091 11111PUS • 101001 T9• TOP • a0TT03 PEODULTRENEWED se complying mid de Mils Sfldleo Cede Acceptance W Elrintds s (DIRECT MOUNT) [AMMO a7044*ua[ - SOUTH ROAOA DAT WALL MOUNT SECTION DT -` C Ohllite PRODUCT RENEWED ACCEIEANCE Ncs 49.O .I • 01 IMPUTATION DATE O R t 9.2102 By P000 OL DmTXON BUIDINO CODE ANCP.OFFICE APPROVED AS COUTOTI WITH TTE CODE Ma& PROW CN ER DIVISION 0471004 COOS COMPUANCE OFFICE mama N o95 - 6iI'7. %