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RC-11-1379Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168768 Permit Number: RC -7 -11 -1379 Scheduled Inspection Date: January 30, 2012 Inspector: Bruhn, Norman Owner: Job Address: 180 NW 103 Street Miami Shores, FL 33150- Project: <NONE> Contractor: CH GLOBAL CONSTRUCTION LLC Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Enclosure Phone Number (305)825 -7080 Parcel Number 1131010230020 Phone: (305)824 -8719 Building Department Comments LEGALIZATION OF ILLEGAL GARAGE ENCLOSURE Passed J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc_- January 27, 2012 For Inspections please call: (305)762 -4949 Page 19 of 34 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -7 -11 -1379 Owner ALLION PROPERTIES LLC Contractor CH GLOBAL CONSTRUCTION Subdivision /Project NONE Date Issued 1/30/2012 Occupancy Construction Type R-3 Load N/A Occupancy SINGLE FAMILY HOME Square Footage 122.1 SO FT Type Description of GARAGE ENCLOSURE Work 180 NW 103 ST Miami Shores FL 33138 - Location rur Building Officials )proval Norman Bruhn, Not Transferable POST IN A CONSPICUOUS PLACE (37 ARA Miami Shores Village N(P1.5a Building Department ‘D. a 0 Miam i 10050 N.E.2nd Avenue g6\ i Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION Building permit card. CHECK LIST Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation - (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Cq....-L-t" ge- Certificate of Soil Treatment (Final treatment-original)1 CHAPTER 2913-5 TERMITE PROTECTION(This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services.") Health Department Approval Letter (On septic or private water)de't (-17"-Art-ct. Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami-Dade Clerk of Courts) ) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARYCO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 i January 18, 2012 Oscar J. Gonzalez, Architect 7901 West 25th Avenue, Bay #3 Hialeah, Florida 33016 (305) 3324059 (305) 335-9148 (305) 512-3574 Fax Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: 180 N.W. 103 Street, Miami Shores 1:--L 33150 Permit #: RC-7-11-1379 This is to certify that to the best of my knowledge, upon inspection of the referenced property, construction has beiri completed in accordance with the drawings and specifications approved by Miami Shores Village Building Department. The construction was completed in accordance with the applicable zoning and bus': .des. You Oscar J. Gonz rchitect AR0010705 f Oscar J. Gonzalez, Architect 7901 West 25th Avenue, Bay #3 Hialeah, Florida 33016 (305) 332 -4059 (305) 335 -9148 (305) 512 -3574 Fax January 18, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33 Re: 180 N.W. 103 St Master Permit #: e -t, Miami C -11 -1196 hores, FL 33150 This is to certify that to the best of my knowledge, upon inspection of the referenced property, construction has been completed in accordance with the drawings and specifications approved by Miami Shores Village Building Department. The construction was completed in accordance with the applicable zoning and building codes. Yours truly, Oscar J. Gonzal rchitect AR001070S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 169019 Permit Number: RC -7 -11 -1379 Inspection Date: January 20, 2012 Inspector: Bruhn, Norman Owner: Job Address: 180 NW 103 Street Miami Shores, FL 33150- Project <NONE> Contractor: CH GLOBAL CONSTRUCTION LLC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Garage Enclosure Phone Number (305)825 -7080 Parcel Number 1131010230020 Phone: (305)824 -8719 Building Department Comments LEGALIZATION OF ILLEGAL GARAGE ENCLOSURE Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 20, 2012 Page 1 of 1 4 Delta Pest Control Co. 8310 S.W. 43 St. Miami, Fl. 33155 Tel. 305 -221 -3149 Fax. 305 - 221 -0517 January 18 2012 To: MIAMI SHORES VILLAGE BUILDING DEPARTMENT Chapter 2913 -5 Termite Protection: This building has received a complete treatment for the prevention of subterranean termite. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services. Address: 180 N.W. 103 Street Miami Shores, Florida 33150 Date: January 17 2012 Albert Acena President • , • & • Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) 8310 SW 43rd Street • Miami, FL 33155 Phone: 305 - 221 -3149 180 NW 103. ST Miami Shores,F1 Address of Treatment or Lot/Block of Treatment 1 /17/12 Date 4:00 pm Time Luis Cabezas Applicator Premise 75 Imidacloprid 10 Gallons Product Used Chemical used (active ingredient) Number of gallons applied .05 o Percent Concentration 65 LF Area trreated (square feet) Linear feet treated Horizontal & Adjoining Slab (Final Treatment) Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104. 2. 6 - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line 1/17/12 • ,��%��J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 169018 Permit Number: RC -7 -11 -1379 Inspection Date: January 20, 2012 Inspector: Bruhn, Norman Owner: Job Address: 180 NW 103 Street Miami Shores, FL 33150- Project: <NONE> Contractor: CH GLOBAL CONSTRUCTION LLC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Garage Enclosure Phone Number (305)825 -7080 Parcel Number 1131010230020 Phone: (305)824 -8719 Building Department Comments LEGALIZATION OF ILLEGAL GARAGE ENCLOSURE Passed /) Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 20, 2012 Page 1 of 1 s Construction, LLC. January 17th 2012 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 RE: Certificate of Insulation Permit No. RC -7 -11 -1379 To whom it may concern; Please be advice that our Company has performed the insulation work in property locate at 180 NW 103 Street, Miami Shores, FL 33150, according to the requirements from the Architecture project S -2. Using the following: In Walls R -6.0 In Ceiling R -30 Sincerely yours, Hifmberto Chavez CGC1517652 15476 NW 77 CT, # 287 Miami Lakes, FL 33016 CH Global Construction, LLC Tel: 305 824 8719 Fax: 305 822 0887 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 169021 Permit Number: RC -7 -11 -1379 Inspection Date: January 20, 2012 Inspector; Dace vid Owner: Job Address: 180 NW 103 Street Miami Shores, FL 33150- Project: <NONE> Contractor: CH GLOBAL CONSTRUCTION LLC • Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Garage Enclosure Phone Number (305)825 -7080 Parcel Number 1131010230020 Phone: (305)824 -8719 Building Department Comments LEGALIZATION OF ILLEGAL GARAGE ENCLOSURE Pass'. • � /)/f Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 20, 2012 Page 1 of 1 PREPARED BY: 1111111 11111 11111 11111 111 I 1 111111111111111111 (C1-- 1 2O12IFS.9 :�J$-3052 OR CSI. 27 768 r'tt 1`021; (.l.r�9.� .. RECORDED it1r`20/201' 1 ^o ;t:i.1.;. HARVEY FUVIHP CLERK OF COURT MIAIII - -DADE COMM FLORIDA LAST PAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: Javier L. Vazquez, as Managing Member for WHEREAS, the undersigned Alion Properties, LLC is /are the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: Lot(s) 4,5,6 Block 1 of Bonmar Park ( Subdivision), according to the plat thereof, as recorded in the Plat Book 24 Page 71 of the Public Records of Miami -Dade County, Florida, (address)18o N.W. 103 Street, Miami Shores, Florida 33150 and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declares) that this covenant is intended and shall constitute a restrictive covenant conceming the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may on be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in eff ct. % IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be : ed hereto on this ` ( day `t-- gnature / and Prin&64 efkee, i"—., , a or Signature Signature and Print RS: Signature and Print Javier L. Vazquez Managing Member and Print 1- 4414/Z:A• , 7 /44:77A14-.4 STATE OF FLORIDA COUNTY OF MIAMI -DADE I HEREBY CERTIFY that on this day personally appeared before me Javier L. Vazquez who ipersonally known to me or has produced (type of identification) as identification and he /she acknowledge that he /she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this �� day of L t 20U?Q /2 My commission expires: [ 4 "- 0 rl d24.iei NOTARY PUBLIC, STATE OF FLA/IDA t-/4 /»,A.:T7'A-/EL o�°iY,° �o,, Notary Public State of Florida Clara Martinez R. My Commission D0784587 op in, Expires 05 /01/2012 STATE OF FLorsiak, oourc r OF CADE f HERESY CERTIFY 194 J/ tip it p die t' gf 1110 vngirrnf tik.4 on 0e) dry of , A D 20 t!� WITNESS ,: ty :Term Orfictat HARVEY RUVH , CLE :i of C, r11'. tt'dCosntyCount By j� N 90Kr D.C. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 169020 Permit Number: RC -7 -11 -1379 Inspection Date: January 20, 2012 Inspector: rrerrranp�z, rcaraei eN /ficr Owner: Job Address: 180 NW 103 Street Miami Shores, FL 33150- Project: <NONE> Contractor: CH GLOBAL CONSTRUCTION LLC Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Garage Enclosure Phone Number (305)825 -7080 Parcel Number 1131010230020 Phone: (305)824 -8719 Buildinra Department Comments LEGALIZATION OF ILLEGAL GARAGE ENCLOSURE Passed Inspector Comments 00? Au Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 20, 2012 Page 1 of 1 APPLICANT. STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL 2 (0 PERMIT NO)Cifi Y 12 DATE PAID:. FEE: PAID:'; RECEIPT #• AGENT: PROPERTY ADDRESS. r ! /(d LOT: BLOCK: SUBDIVISION: °l'',- "i-r�' PROPERTY ID #: =.= _ =1:r.=.= = = CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED: TANK INSTALLATION [01] TANKi SIZE [1j2 Ci [2] [02] TANK MATERIAL- [03] OUTLET DEVICE [04] MULTI- CHAMBERED [Y [05] OUTLET FILTEF3% cam ° /4JjJ)/ [06] LEGEND t®'7 ' [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION [10] AREA [1, . [2] 5 O SQFT [11] DISTRIBUTION BOX HEADER [12] NUMBER OF DRAINLINES [13] [14] DRAINLINE SLOPE [15] DEPTH OF COVER / " [16] ELEVATION [ABOV ELO Y BM [17] SYSTEM LOCATION:. --_ [18] DOSING PUMPS [19] AGGREGATE SIZE ,6 / [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH Ail FILL / EXCAVATION MATERIAL [22] FILL AMOUNT /./ [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL DRAINLINE SEPARATION, EXPLANATION OF VIOItATIONS / REMARKS: CONSTRUCTIO:L(APPF F�tAVED /DISAPPROVED]: ":- FINAL SYST . APPROVE DISAPPROVED]: I 4016 (Page 2), 10/97 (previous Editions May Be Used) Stock Number. 5744-002-4016-4 = SETBACKS [ ] [27] SURFACE WATER,' FT [ 1 [28] DITCHES FT [ 1 [29] PRIVATE WELLS FT [ ] [30] PUBLIC WELLS FT [ l {31] IRRIGATION WELLS FT ' � [32] POTABLE WATER LINES ° FT [s,°J [33] BUILDING F-bUNDATION FT [34] PROPERTY, LINES I FT [ 1 [35] OTHEFi OT FILLED / MOUNb SYSTEM [36] DRAINFIELD COVER, [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [ - - [40] ' UNOBSTRUOTED AREA ( —i 1,041 STORMWATER RUNOFF [ ] [42] AiARMS [ J [43] MAINTENANCE AGREEMENT [a-`' J 1[44] BUILDING AREA [45] LOCATION',, CONFORMS WITH SITE ;PLAN' [ - I[46] FINAL SITE GRADING, [4_;„,„1-- [47] CONTRACTO vi -s=ue 41''^_+1C„ [ ] [48] OTHER N,- ABANDONMENT [49] TANK PUMPED [50] TANK CRUSHED & FILLED , CHD DAT PT 1: Applicant PT 2: Installer /Contractor PT 3: Build)ng Department PT 4: Health Department PERMIT NUMBER F APPLICANT AGENT: Permit tracking number assigned by CHD. Property owneras full name. P" Property' owners legally authorized representative. • 'NAILING ADDRESS: P.O. Box or street mailing address or applicant or ag LOT, BLOCK, SUBDIVISION Lot, Block and Subdivision for lot or FROPERTY.;IDth -_ 27 character number for property. (property appraiser COUNTY 'HEALTH DEPARTMENT CHECKS [X] ITEMS NOT IN COMPLIANCE WITH CONS STATUTE, OR RULE: INFORMATION IS COMPLETED BY CHD ON FOLLOWING ITEMS; " SIZE (gallons) AS BUILT INSTALLATION SKETCH UCTION PERMIT AND TANK MATERIAL (Concrete,_fiberglass,, etc) OUTLET FILTER:,(rranufacturer, make,,-model) LEGEND" (manufac#urercode) k., DRAINFIELD AREA (square feet DISTRIBUTION Bdxj HEADER (check box) • �.. .-NUMBER OF DRAI INES (number installed) SYSTEM =ELEVATI N (in relation to BM DOSING PUMPS (umber installed) SETBACKS (record lIilIactual setbacks in ft) • SETBACKS OTHER (as required) STABILIZATION (d to stabilized) CONTRACTOR (contractor installing system) ADDf ZONAL INFORMATION,(as required) ABANDONMENT TANK PUMPED (date)'' TANK CRUSTED AIVD FILLED (dated, EXPLANATION OF yIOLATIONS ' ` Record item number, explanation of violation, and required CONSTRUCTION APPROVAL , ` Circle approved or disapproved, CHD signature, and date; APPROVAL: Circle approved or disapproved. CHD signature and date of-approval. Final approval shall not be granted until the CHD has confirmed that building construction and l4t'grading are in substantial: compliance wrth,plar)s and specifications submitted with the permit application. II ELEVATION WORKSHEET ELEVATION OF BENCHMARK OR REFERENCE POINT; +] SHOT HI- 7-1h--. ELEVATION „. EXISTING GROUND STOP OF AGGREGATE Hi [ -) SHOT HI • I -) SHOT HI [-] SHOT .. S_ DIVISION OF Environmental Health Florida Department of Health Miami -Dade County Health Department OSTDS/Well Division 11805 SW 26 Sts• Miami, FL 33175 09/20/2011 08:33 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 1 1001 $$$ TX REPORT $$$ TRANSMISSION OK TX /RX NO 1791 RECIPIENT ADDRESS 93058256523 DESTINATION ID ST. TIME 09/20 08:32 TIME USE 00'18 PAGES SENT 1 RESULT OK Permit No: 11 -1379 Job Name: September 16, 2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Plans must be approved by HRS for the septic system. 2) Impact fees must be paid with Miami Dade County planning and zoning. 3) All permit applications must be submitted prior to any further review. 4) Corrections for structural, mechanical, plumbing and electrical must be completed. 5) Provide energy calculations for the added space. Energy form C has been removed from the code in the 2009 revisions. Please use form B from the 2009 revisions. 6) Provide product approvals for all new /altered windows that have been signed as reviewed and approved by the designer of record.Approval submitted is non impact resistant. Provide shutters. 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 shets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 pry: °v ,` Cps cs NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.Ke•7-a"iii0, TAX FOLIO NO. (f 3/o /— 613 - 0 02W 1! °)319 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. 111111111111111111111111111111111111111111111 Div+[:i - I 201 1 RC�_°'59:A804. OR Lk 27775 Pc} 34; (1.p9 ) l� RECORDED 03/01,:2011 12g37:47 HARVEY R VIHr CLERK. OF COURT i°IIAMIDADE COMM FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 5f#.> .a L• F Pie•e-tt 4-19 9 80 i i" rt 1 Loam:" ' 2. Description of improvement: FL rest-1 lrh) *a I-Et aLt 1-A7 Tb ► ,C P— A a3-A t 3.Owner(s) name and address: lace Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: c 4 Rio sal.. t) ST L Jr6 4:1 LL, 154 Ito WA." - 141- 6 1+ thrA, P t.A P L 3 3c, 9 i� 5. Surety: (Payment bond required by owner fro ontractor, if any) Name, address and phone umber: Amount of bond $ Mess. 1 f 6. Lender's name and add 1'�' /i clko rr..r% afX Seal -- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, �I^ L Name, address and phone number: L V 64-0o c�iI few r "f �� 364, 4 E%, "• 3r®f1.( 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, address and phone number: U14 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVE TS TO Ys "•'ERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST IN f e F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REC - YOUR NOTICE OF COMMENCEM Sig Pr Pn wne (s)' Authorize irector/Partner /Manager Prepared By Print Name Title /Office Title /• `ce `JL( CLdLCt4cE_ STATE i? F FLORIDA COUN OF MIAMI -DADE The foregoing instrument was acknowledged before me this a%2 day of By .174-0,"�� ' - OW2eN s 2 44 ❑ Individually, or ❑ as for rsonally known, or ❑ produced the following type of identification: Signature of Notary Public: ` Print Name: /- (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Uny . - nalties o perjury, I declare that I have read the foregoing and s stated in it are true, to the best of my knowledge and belief. (s) of Owner(s) or Owner(s)'s Auth 01 -52 PAGE 3 3/10 o� Pu ®y Notary Public State of Florida Clara Martinez , a My Commission 00784587 Gov °� Expires 05 /01/2012 rector /Partner/Manager who signed above: By 7S cry 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 04/09/2012 Applicant 180 NW 103 Street Miami Shores, FL 33150- 1131010230020 Block: Lot: ALION PROPERTIES LLC c/o JA Owner Information Address Phone Cell ALION PROPERTIES LLC c/o JAVIER VA6500 COWPEN Road MIAMI LAKES FL 33014- (305)825 -7080 6500 COWPEN Road MIAMI LAKES FL 33014- Contractor(s) Phone GREEN LIGHT ELECTRIC SYSTEM (305)822 -5657 Cell Phone Valuation: Total Sq Feet: $ 5,000.00 0 Type of Work: LEGALIZE GRAGE ENCLOSURE Additional Info: NEW LAUNDRY ROOM Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $3.00 $3.37 $3.37 $1.00 $225.00 $3.00 $4.00 $242.74 Pay Date Pay Type Invoice # EL -10 -11 -42181 10/03/2011 Check #: 1054 10/14/2011 Check #: 1059 Amt Paid Amt Due $ 50.00 $ 192.74 $ 192.74 $ 0.00 Available Inspections: Inspection Type: Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https: // bldg .miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. October 14, 2011 2 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 180 NW 103 Street Miami Shores, FL 33150- 1131010230020 Block: Lot: ALION PROPERTIES LLC c/o JA Owner Information Address Phone Cell ALION PROPERTIES LLC c/o JAVIER VA 6500 COWPEN Road MIAMI LAKES FL 33014- (305)825 -7080 6500 COWPEN Road MIAMI LAKES FL 33014- Contractor(s) TWIN BROTHER Phone Cell Phone (305)332 -1969 Type of Work: GARAGE BATH Type of Piping: NEW LAUNDRY ROOM Additional Info: Bond Retum : Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $3.37 $3.37 $0.60 $225.00 $3.00 $2.40 $239.54 Pay Date Pay Type Invoice # PL -10 -11 -42179 10/03/2011 Check #: 1054 $ 50.00 $ 189.54 10/14/2011 Check #: 1059 $ 189.54 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Top Out Final Underground Applicant Copy For Inspections, CaII (305) 762 -4949 or Log on at https: // bldg .miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. October 14, 2011 2 - PERMIT APPLICATION FBC 20 iami Shores Village uilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 Permit No. �I Master Permit No. BY : .................. Permit Ty , • BUILDING ROOFING OWNER: N (F S' 1 Titleholder): I ' p Al e(> eTL-�t S I� 1 Phone #: '3� ��' 2 7 Address: ame (Fee ieep,z)z, e t tondo Ili _ 4-307- City: c Gtavji“ State: Tenant/Lessee ame: i1/4)/ t& Email: J Aiv,#Z e 13EeLLS0 1TL4. JOB ADDRESS: I o t ) 6 3 S �` Zip: Phone #: City: Folio/Parcel #: Miami Shores mi ShoritoV it 1-1045' es County: Miami Dade Zip: tO Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: `_(4 61 OW oovvs rr r , L-t. Phone #: 303- 8 7. `f $ Address: 1.5 /4 w �� L. , 4 Z & 4 City: tATN A k-Ncre S State: LO L-` b A Zip: 33 0 to Qualifier Name: )--k U M a C a -TO CAA Q vF1- Phone #: State Certification or Registration #: C- C"e- 15 1 to S Z Certificate of Competency #: Contact Phone#: b S LE I ', o L "3- Email Address: L+v c--1A — Sc- • DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ s Square/Linear Footage of Work: Lo. Type of Work: ❑Addition ❑Alteration New IIepair/Replace ❑Demolition Description of Work: GYW.J -a *** ****** ********* **x :**:x*** ********** ** Fees********** **+ x**** * * *** * ** **** * * ** * **** * ** *** Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 60 f / o TOTAL FEE NOW DUE $ ' < Permit Fee $ Radon Fee $ CCF $ co /cc $ DBPR $ Bond $ PERMIT #12C) 11- i3P CONTRACTORC-14 e lQ' COp1JT c;�) SUBMITTAL DATE:13L\ 2°\ 2Oli ADDRESS: I X0 PQN ) O NAME: ALtO/∎1 V Pt -n RESUBMITAL DATES: KLt-u(0i , PROJECT TYPE:Af_c ok di) r/r/f ZONING FIRE 0 MI BWO; STRUCTURAL IMPACT FEES Nkc\ ,,,5-7/2/e° ELECTRICAL -3� ,i \J, HRS/DERM V A 1.46( ' PLUMBING Z , i°- df NOC .Aii..,, 1 1 t\j\\ 40\\\ MECHANICAL f- 6," BLDG ��� f Bonding Company's Name (if applicable) N 1 tL Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) yQ'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 rst inspection which occurs seven (7 a er building permit is issued. In the absence of such posted notice, the inspe ion ill . e approved and a reinsp `lion fee will . charged. Owner or Agent Contractor c The for going instrument was acknowledged before me this 2-1 The foregoing instrument was acknowledged before me this day of ./u / , , 20 lf, byJ,90/ 114-24-2646- Z , day of 41., ld, , 20 t6 , by d eepy, 4e, to ei,nur ve r, isy rsonally known to me'pr who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: L . f v(,t cry, 1-14 7C, IY/4 z My Commission Exp * * * * * * * * * * * * * * ** APPROVED BY ese °wy Notary Public State os Florida $ ^ Clara Martinez 7 My Commission DD784587 �e pp;ctc.F Expires 05/01/2012 Sign: Print: 3& eQvie,' Lug (Z`ba4s LOPEZ DIAZ My Commission Expires: . . S NOTARY PUBLIC ���. STATE OF FLORIDA . ; . Comm# EE090662 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *`" 1` * *Apices:4MM Plans Examiner �✓�, Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) cr/l/ Zoning Clerk MIAMI•DADE COUNTY TAX COLLECTOR 140 W. F GLER ST. 1st FL R MIAMI, F 33130 652086 -1 BUSINESS NAME/ LOCATION CH GLOBAL CONSTRUCTION LLC 15476 NW 77'CT 33014 MIAMI LAKES - OWNER CH GLOBAL CONSTRUCTION LLC Ser. Type of Business WORK ER /S This is >}aia6,ERAL BUILDING 'CONTRACTOR BUSINESS TAX RECEIPT. r< GOES ER °AT HOLDER TO VIOLATE ANY EXISTING REGULATORY OR UµSOR CONTY O CITIE$. NOR DO NOT FORWARD OLDER7.FROM � OTNEERR PERMIT OR LICENSE REQUIRED atCw. NOT A CERTIFICATION O` CH GLOBAL CONSTRUCTION LLC THE HUMBERTO CHAVEZ MGRM PAVraENTRecEWEO 15476 NW 77 CT 287 MIAMI-DADE COUNTY TAX MIAMI LAKES FL 33016 COLLECTOR: 07/0f1/2010 09010106001 000045.00 SEE OTHER SIDE LOCAL B SINESS ,T ECEI, P JRSMUU AM �II1 T T B T ¢DEC I E 'OF IAESS AET R. P A "011. O COUNTYCODE CHH R 8 . THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO STATE* CGC1517652 2.87 t FIRST -CLASS U.S. POSTAGE PAID MINA, FL PERMIT NO. 231 79120 -7 STATE OF FLORIDA AC# 4951331 DEPTA�. TMB l!T OE pprgpqms . _r PROFESSIONAL R , CGC151.7652 105/050.0 098159465 CERTITIED GENERAL ' HTRACTOR CHAVE CR GLOBAL, CQ CORM O T'C IS CERTIFIED under the previsions of ch.489 as havirattoc dates Alice 31, 2012 L100506Q06$1 Policy Number. Date Entered: A R® CERTIFICATE OF LIA ILI 1 i INSURANCE CE DATE T (MM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the tonne and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER nant TY INSURANCE GROUP, LLC 8181 NW 36 ST SUITE 1010 DORAL EL 33166 CONTACT NAME* MARIA J GRELA LAIA/a° No. Extl; (305) 597 -7787 ac. No): (305) 597-6477 E-MAIL INFINITYGROUP @BELLSOUTH . NET ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC B INSURER A : AFPALACEXAN UNDRITERS TNC LIABILITY COMMERCIAL GENERAL INSURED CH GLOBAL CONTRUTION, LLC 15476 NW 77 CT SUITE 287 MIAMI LASES, HL 33016 INsuRER B :BASS UNDELtIR/TBRS INSURER C : S/13/2011 INSURER D : EACH OCCURRENCE INSURER E: INSURER F : $ 100,000 CERTIFICATE NUMBER: • THIS IS TO CERTIFY THAT 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 I5 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTR TYPE OF INSURANCE INSSR �R POUCY NUMBER 1 POUCY EFF Df WYY) ( MMIDDDIYYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL OCCUR X GL- 673926 -01 S/13/2011 5/13/2012 EACH OCCURRENCE $ 1, 000, 000 DAMAGE TO RENTED PREMISES(Eaoaxmence) $ 100,000 CLAIMS -MADE 'A/ LIED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE s 2,000,000 GENT. AGGREGATE LIMIT APPUESPER: JECT PRODUCTS- COMP/OPAGG $ 1,000,000 7c'17 i iLOC $ AUTOMOBILE LIABILITY ANY AUTO AUTOS HIRED AUTOS AUTOS AUTOS �� AUTOSSSWNED (Ea COMB! TB SINGLE U MIT $ — BODILY $ _ BODILY INJURY (Per accident) $ ` (Per accident) PROPERTY DAMAGE $ $ B UMBRELLA LWB EXCESS UAB OCCUR CLAms.MADE X • X )a+- 2117558 11/12/2010 11/12/2011 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DED 1 RETENTION $ 5 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPMEFORMARTNER/EXECUTIVE OFFICEWMEMBEREXCLUDENI? Mandator/in NH) If yes, describe under DESCRIPTION OF OPERATIONS NIA X GWAC303000241 111 6/7/2011 3/7/2012 I WC STATU- I IOTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 500,000 ?] i� i E.L. DISEASE -EA EMPLOYEE $ 500,000 below E.L. DISEASE - POLICY UMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Mist* ACORD 101, Additional Remarks Schedule, if more ewe Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 ACORD 26 (2010106) SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE a 01988 -2010 ACORD CRPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Produced using Forme Boss PIue software. www.FeomisBoss.mm; Impressive Publishing 800-208-1977 Permit No: 11 -1379 Job Name: September 16, 2011 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Plans must be approved by HRS for the septic system. 2) Impact fees must be paid with Miami Dade County planning and zoning. 3) All permit applications must be submitted prior to any further review. 4) Corrections for structural, mechanical, plumbing and electrical must be completed. 5) Provide energy calculations for the added space. Energy form C has been removed from the code in the 2009 revisions. Please use form B from the 2009 revisions. 6) Provide product approvals for all new /altered windows that have been signed as reviewed and approved by the designer of record.Approval submitted is non impact resistant. Provide shutters. 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 shets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -1379 Job Name: August 5, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plans must be approved by HRS for the septic system. '`2) Impact fees must be paid with Miami Dade County planning and zoning. 3) All permit applications must be submitted prior to any further review. Corrections for structural, mechanical, plumbing and electrical must be completed. The scope of work shown on the plan is an enclosure of a carport? '''6 Provide energy calculations for the added space.` 0 mpe, The wind load design criteria must be on plans. Wall type B is not shown on the schedule. Design wind loads must be shown for all new /altered openings. Provide product approvals for all new /altered windows that have been signed as reviewed and approved by the designer of record. Provide the proposed ceiling height. ) The plans must include the insulation requirements for the new /altered area. 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 shets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Wvliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. IP 13 7 Job Name_!! Dated f2lrt STRUCTURAL CRITIQUE SHEET #Y11 f rill " / p-el varce 4 Ge if 4/ ¢'n" flub( or v Cif 1r / 11 Al) `%c 'Cam c'y! d 401 Laa na/r. rya/ S1 eih mctis,4 /2.e ynra, ahavee 'eat f t r> or ,, rude a s app- p v o eiC ! s fr. va bruewe few , , 64 ) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. gG-`% — l } Job Name /14-- re's CRITIQUE SHEET /Loir e_ e 2 e6A -7-tcV ,Li ;/ Os ? / ? e 4- - )7$ 5 e'ea • • a R re i'rd- eI 6 / ( w1/2- 6 W 3 // Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 I Fax: (305) 756.8972 Permit No. ` I — 13-2S Job Name Date 5 MECHANICAL CRITIQUE SHEET Mj9z#Q. • e&A (1,W1/ e-6(t Lp".- CAI( Miami Shores Village Building Department n 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. pc 1(' 43 Job Name PLUMBING CRITIQUE SHEET He6 44 a /7 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Folio Number:1131010230020 Owner's Name: Job Address: 180 103 Street Miami Shores, FL 33150- Owner's Phone: (305)825 -7080 Total Square Feet: 0 Total Job Valuation: $ 25,000.00 Contractor(s) CH GLOBAL CONSTRUCTION LLC Phone (305)824 -8719 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/1/2011: Yes Comments: APPROVED BY PLANNING BOARD JULY 28, 2011 11/1 iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: / /37 I DATE: I, ki/e- & 1AO— ractor wner ❑ Architect Picked up 2 sets of plans and (other) Address: / From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to se brought back to Miami Shores Village Building Departm- to continue -rmittin Acknowledged by: rocess. PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: E -Codes Page 22 of 25 FLORIDA ENERGY EFRCIENCY CODE FAR BUILDING CONSTRUCTION FORftd 11oos -oe Reshdotlal Component Froward, ve Method H ALL CLIMATE ZONES Complianry with Waned B at Chapter 11 of the r7m#!e Reetienaa4 orsfficinipter 13-6 st dear P-fad n fikokEep We, 9didm reckv be+hmu ated"by oaf Form 11©Q$ far single - nd muhtpte -tangy =Menus araweestades ar less in height, adrii6onste misting residential bmTrfings, rtintoratinne to miffing r ien6of . ', buildings. new heating, coaling. end wafer heating systems in Ong blotch ps. and site -added components of tmnmdachured hones and manafrtctreed InJdargs:Io a building must meet arexceed aft site seargyefficienny regeimmerds on'Fabte 119 -1 and all applicable mandatiny requirements summarized in ibbfe 118-2 atitpis h uidln, does not coma with this method, R stRl under Methodrl at Cleats 11 wsabchenLar 134 of the aptillashe atone. 0 L t 0 a 2011 PRIJJhs,i NAME: AND ADDRESS: 16. 0' i _60 n`=%- 14 /mil F IA WN ' bolt, Huth - A-G40,v pi2 -0/; c5 ZIT via.64e- pei2.771s PERMIT Nt).• l f 1 JURTS.INCI1ON Ha.: . "few construction Including additions which inuarporata awl of the taming features cannot comply using this method: *fights or othernmmrerlicai melt gbaas, glass awas "n exams of 16 percent et conditioned t3ilt area, and elnetric resistance treat (Ste Notes to iiabia 113-1 an page ?i. 2. RII in Ohre applicable spares of the `To Be Installed' column on 'Table 1113 -1 with the 6otortr¢dion requested. Nina Reinstalled' ores must he ease in or mere affirmed than The required levels. . 3.Crnrplete page 1 bawd an the 'To Be resided' calm information. 4. Read °IeSnimum Requirements for AU ges'. Table 118 -2awi check h hex ea Indicate your arienthe empty oath all appficableRams 5. Read, sign and daft the `Prepared By' tardas:ion statement at the hotfoot at page 1. The msmsror asn afs attend musst also in and date Um form. 31/ 4.214, 1. New sansttuctiun, addltiun, or existing building 2. Single- family detaches" or .muitlpi a.••fatrti3y attached 3. it multiple-famly fo. of writs mamma by this submission 4. In this a worst rase? (yes /ma) 5. Conditioned floor area (stl. it.) 6. Glass type and aroma: a. ii- Factor t SHGC c, Glom area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slob -on- grade (R -veli e) b. Wood, raised (R•value) C. WOW, memos {R- enhte) d. Concrete, raised (R attie) e. Concrete, nomimon (R -whit) 9, Well type, area and insulation: a l stettor: 1. Masonry (I®aute6on R- inure) 2. Wand fame (Insulation R value) b. .1.djtt ,onk L Masonry (Insulation R- ealue) Wood frame (Insulation RA-aloe) 10. Ceiling type, area and insulation e. Under attic tfsSulat1on R- "aka) b. Yet& assembly (1asnindon R- voice) 11. Air distribution system: Duct insulation, location Tilt report requited if dact in unconditioned space 12. Cooling system: (Types: central, mom unit, Nohow lamina" A,C.,gaw ) 13. Heating system: (Types: heat pinup, elee, strip. mai gas, LP -Gas, as h.p.. room or PTAC, mane) 14. Programmable thermostat installed on HVAC systems: 18. Hot water system: ()/pes: etec., Sat. gas,LP-gas, solar. ?meat rec., dud. lit punrp. otbei Home) I teeny ratty that the plans he Rem a BMW t . kits macs Is a wii/ Please. Print -' CM. P`` 3 V_l DO tt. b. 1ta. R = Pk% R= Be. R Rd.li= Be. R. 10e. R. 3© sq. ft. 224 Ob. R.� sq.lt. 1s. R. 41 fs.Test report attached? Yes 12s. Type: 'p'�6��^'�`�' 1210. SEEB/EER CJ 12c. Cap 13a. Type: 13b. HSPFICop /AFUE: 13c. Ca - 14. Yes 6a. Type: 156. Fes: • q PttPA1eD 8Y: heratorsarnty arattlas ballabg is in samg3omee DRIER MEW: Oda Stew Catle Dee Racial at plons aad SpeciltattiNIS kW/8113(0y 11113 Intkatimixintallases labItst76aata Stergy Cod. Before caastnieaoa le completed, gds halal twat ter trsgactatl for cavroflanee fa mordants sib WAIN te21.4133, .3. BU0.IIIF33 D{ 1 DATE: TABLE 113-1 MINIMUM REQUIREMENTS (See Note I) All Climate Zones BUILDING COMPONENT Windows (see Note 2): 1 PERFORMANCE CRITERIA U- Factor = 0.65 SHGC = 0.35 U -Fctor = Si-I http : / /eco des. citat ion. cam /cgi- axe/ epage. dirpg= x&rp- /indx/ST /f/st/b1500v07 /st fl st b1... 9/21/2011 E -Codes Page 23 of 25 (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise MethodA must be used for compliance. Exceptions: 1. Additions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent 2. Renovations with new windows under >_ 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser, (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF =0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table l3- 607AB,32.of the Florida Building Code, Building, or Table NI 107.AB -32 of the . Florida Building Code, Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.32B of the Florida Building Code, Building, or Table N 1107.AB,32B of the Florida Building Code, Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class I BERS rater to be "substantially" leak free. "Substantially leak free' shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pasc -a1 (0.10 in. w, c.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE % of CFA < =16% % of CFA = Exterior door type Wood or insulated REQUIREMENTS Type: Walls — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R -13 R-6 R-4 To be caulked, gasketed, weather - stripped or otherwise R- Value = j3 d R -Value = 67 • CP R -Value = Electric resistance heat (See Note 10) Not allowed sealed Max 3 cfmisq.it. window area .5 cfm/sq.ft door area. Ceilings (see Notes 3 & 4) R =30 N 1106AB.1.2.1 R -Value = ��' Floors: Slab -on ade gr Over unconditioned spaces (see Note 3) No R-13 3equirement N1 106.AB.1.2.4 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0,59 50 gal: EF = 0.58 t Gallons = G i.X{,Op. -) _ • p 7 Gallons = /I EF _ Air conditioning systems (see Note 7) Heat SEER = 13.0 N 1 1 06.AB.1-3 sum— i 3. 0 pump systems (see Note 8) ' SEER = l3.0 HSPF = 7.7 • SEER = HSPF = Gas furnaces AFUE = 78% AFUE _ Oil furnaces Programmable AFUE = 78% AFUE _ thermostat (see Note 10) Ductwork: Must be installed on all HVAC systems. Installed? Yes No (see Note 9) Unconditionedspace9 Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane Air Handler R-6, TESTED NA R-4.2 Location: Un conditioned space Testreport r Co •If7 Test'report NA Conditioned space R -Value = (No test report location: Unconditioned attic9 or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required required) Location: G�dl -+�jd 7IISP�. 7 j�AC, °t` Test report .j•?,'ikr (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise MethodA must be used for compliance. Exceptions: 1. Additions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent 2. Renovations with new windows under >_ 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser, (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF =0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table l3- 607AB,32.of the Florida Building Code, Building, or Table NI 107.AB -32 of the . Florida Building Code, Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.32B of the Florida Building Code, Building, or Table N 1107.AB,32B of the Florida Building Code, Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class I BERS rater to be "substantially" leak free. "Substantially leak free' shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pasc -a1 (0.10 in. w, c.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 11B-2 MINIMUIM REQUIREMENTS FOR ALL PACKAGES COMPONENTS Exterior Joints SECTION REQUIREMENTS & Cracks N•1106AB.1.2 To be caulked, gasketed, weather - stripped or otherwise CH1:.CIC ✓�/ Exterior Windows & Doors Sole & Top N I106.AB. ].1 sealed Max 3 cfmisq.it. window area .5 cfm/sq.ft door area. ✓ Plates Recessed Lighting N 1106AB.1.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. ✓ Multistory N1 106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed). �/ Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. C.// Exhaust Fans N 1 1 06.AB.1-3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork ✓ Water Heaters N 1112.AB.3 Comply with efficiency requirements in Table NI112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe http : / /ecodes. citation .com/cgi- exe /cpage.dll?pg- x8crp = /indx/ST /fl/St/b1500v07 /st .fl si b1.,, 9/21/2011 E -Codes Page 24 of 25 FORM310OD -08 DESUPERHEA IER, HEAT RECOVERY UNIT (HRU) WATER HEA ItR EFFICIENCY TESTS CONDUCTED IN ACCORDANCE WITH FLORIDA STANDARD FL -1 Laboratory: Data of Tear Report Approve!' By Report Nm fvianufeeturer. Medal Eta Conetructon Type Recommended for use ;atih refrigerate %system =patties of tam Deign Pressure: Waterside psi Rtarigerent aide Test results at Standard Coe 8tlons Teat refrigerant designed= Tested at system eapaeity Tans Total system lmt goo superheat Btuih Total useful heat exchange effect: Btulh Water pump input: Watts HEY sUFEHHEAT RECOVERY: °!a ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD http : / /ecodes.citation. con /cgi- exe /cpage.dll ?pg &rp=lindx/ST /fl/st/b1500v07 /st fl st bl... 9/21/2011 risers. Swimming Pools & Spas NI 112.AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. c =lot Water Pipes N1112.AB.5 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads N1112.AB.2.4 Water flow must be umlricted to no more than 2.5 gallons per minute at 80 psig. FIVAC Duct Construction, Insulation & Installation NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in attics must be insulated to a minimum of R-6. (,, HVAC Controls NI107.AB 2 Separate readily accessible manual. or automatic thermostat for each.system. FORM310OD -08 DESUPERHEA IER, HEAT RECOVERY UNIT (HRU) WATER HEA ItR EFFICIENCY TESTS CONDUCTED IN ACCORDANCE WITH FLORIDA STANDARD FL -1 Laboratory: Data of Tear Report Approve!' By Report Nm fvianufeeturer. Medal Eta Conetructon Type Recommended for use ;atih refrigerate %system =patties of tam Deign Pressure: Waterside psi Rtarigerent aide Test results at Standard Coe 8tlons Teat refrigerant designed= Tested at system eapaeity Tans Total system lmt goo superheat Btuih Total useful heat exchange effect: Btulh Water pump input: Watts HEY sUFEHHEAT RECOVERY: °!a ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD http : / /ecodes.citation. con /cgi- exe /cpage.dll ?pg &rp=lindx/ST /fl/st/b1500v07 /st fl st bl... 9/21/2011 E -Codes 1. 3. 4. s. 6. 7. 9. ESTIMATED ENERGY PERFORMANCE INDEX' _ The lower the Enemy Performance Index, the mere efficient the New .Dane or addition Single'rantfiv or multiple faro ily Number of units, (rt' multi- famify1 Nomher of bedrooms IS this a wolf ease" (yes or no) Cuntdiiiemed fluor area Glass type Se area a. U etor: Co' 6- (Cr Single or double Default) b.511Ct: • (Or clear or tint Defanit) Fluor types. ltasatnttton level S70- 0:1- gtsale, edge ;rx•niailan b. Wood, raised c Concrete. raised Wail types. Insulation level Exterior a. Wood True= b. Metal frame c. Concrete bins d. Lag e. Dater Adjacent n. Wood frame b. Metal frame / PQ� �(,�1�n° sq. R Z( sq. ft. sq. it Z u sq. D. f lie- 0 Ra R= R- D.= r. ° ucrae bleed era d Log e. Other 10. Ceiling types, elation level • Dder attic 7e9 b. Single assembly Ili= e. Knee wudin'siti light walls li= d Radiant barrier installed Ii= 12.. Duets, Loeati 1 & I a. Supply dues: b. Return ducts Cooing systems a. Spit system b. Single par./cage c. Get water soar to d. Room unit e. L Cos-entree 13. Fleataug.Systems a. Split system hey taibm Level amp b. Single Faeitag:t heat-pump c. E3 brie resistance EL Gas furnace, natural pis e. Gas itmie,LPG f. Gus dti+en heat plump 14. Waterheatina systems a. Eleetriermistaace b. Gas fired. natural gas c. Cas'1iireti. LPG rt. SolarSysrene with. tank e. Deddcm'ed heat pump with teak L }beat recovery emit e• tithes-: HVAC emits claimed (Alternate Faint System Mtethod only) a. Ceiling runs b. Cress ventRa1na c. Whole house fan d. Mulidzune corm errant e. Maltiaatne heath 4-rsdii E Programmable thermostat Cnpa,ys _2 rbr SEER: t term. COP: ELRB: KE.R COP: Capacity: cOP: ] .O AFUE: -Recur. EFL: EF: E▪ P: LI„.w• .uad�.',,�'' // Page 25 of 25 I certify drat this home bas wneplied with the Florida Energy Efficiency Cade For Building nuough'Ike above energy saving imbues which will be Instilled (or exceeded) in this home before demi 1 peetkst.'s, -. in , a new EFL Display Card will be completed based on installed Code cotnpfesnt features. Builder Signottnre: Address oMNew Dome: `�, O Y Cv ' Tae i/ onvitie f ` x-O 24 rj 1 Da tI CIIcyL Zr *NOTE: The home's estimated Energy Performance Index is available through the EnergyGauge USA FLAMES computer program. This is not a Building Energy Rating. If your index is below 100, _your home may qualify for energy efficiency mortgage (EEtlr.9 incentives fyou obtain a Florida Energy Gauge Rating. Contact the EnergyGauge Hotline at (321)638 -1492 or see the EnergyGauge web site at www• energygauge.com for information and a list of certified Raters. For information about Florida's Energy Ef ciencv Code For Building Construction, contact the Department of Community Affairs at (850)487 -1824 . * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1. I of Appendix G of the Florida Building Code, Residential, if not DEFAULT. !Hemel States 1 Florida [State 1( 2007 FloridhBuilding Code. Energy (First Printing). Includes 2009 Supplement ] 1 Top 1 License terms • Privacy Poi." C rxic here rbr cepyr?g .t int*raw 'Pan. More �pPt41i8 http : / /ecodes. citation.comlcgi- exeicpage. ill? pg &rp= /indx/ST /fl/st/b1500v07 /st fl st b1. -. 9/21/2011 E -Codes Page 22 of 25 FORM 11001 -0 FLORIDA ENERGY EFFIC ENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B et Chapter 11 of the Herta &Minig Cads, Rfialzicela4 or Subchapter 13-8 of the Flaw hearer Cods, Raking may ha damonsUated by the use of Form 11008 for afngleand muttipte -tamjy residences af•three:Aeries or less in height additions to twisting residential buildings, renovations to tasting residential buildings, new heating, cooling. and water heating systems in existing bw1 ngs, and site-added components al niumdaciured ironies and manufactured la/ridings. . To damply, a building most meet er exhaled all cite energy efficiency requirements on "Fable 118-1 and all appllrsble roundelay requirements somrnarizori in Table 116-2 of Ihb form, if a tad ngdotestrotcomp <p with ffi ®mtUu+d sitmays®icomplyunderpdath ®dAtf t 11 S helm PROJECT NAME: f A i�-�y} _ t tr or u ptcul3- 8afitheappfiecoda. / • pky GOp' " P PERIritTTTNt, 114 /teal FGA . a OWNER: �i ' .m.. NO.: 1 I 1 i JURISDICTION NO.: 2 3 / 'also e1 1 Near n co on mciuding wIuIuwts a 4 irmoipaaattr any of drefaffov"1ng features cannot comply using this method: skylights orotharnotverttcal rsof glass. glass ware m mess of 16 percent of conditioned flocs area, and electric resistance heat (Sep Notes to Table 113-1 on page 2). 2. Rh in Witte applicable spaces of the "To Be Installed" column an °Tabu 11B-1 w th the information requested. AB 'To Be Installed' mines must ha equal to or more efficient than the regnbed levels. 3.Comnte page 1 based an the To Be inetaded° column information. 4. Read 'Minimum Requirements for PBPa ges',Table1113 -2 and chuck each box to indictee your imentto empty with all applicablterns. 5. Read, sign and date the 'Prepared By enrttedion statement attire bottom of page 1. The owner-or owners agent must also sign .sml date the form. 1. New construction, addition, or existing building 2. Single- family detached or multiple- family attached 1 If multiple- family -No, of units covered by this submission 4, Is this a worst case? (yestno) 5. Conditioned floor area (aq. ft.) 6. Glass type and area: a. U- (actor h SHGC c, Gass area 7. Percentage of glass to floor area 6. Roar type, area or perimeter, and Insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value; c. Wind. common (R -vine) d. Concrete, raised (.1?-urine) e. Concrete, common (R- value) 9, Wall type, area and Insulation: a. Es-wrier: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent.: L Masonry (InaulmionR- value) 2. Wood frame (Insulation R. value) 10. Ceiling type, area and insulation: a. Under attic tInsalation R.valuet b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location 1l et report requited if duct in unconditioned space 12. Cooling system: Types: central, mom unit, package terminal A.C., gas, none) 53. Heating system: (Types: hurt pump, elec. snip. nat. gas, LP -Gas, gas 1a.p , tom or PTAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., oat. gas, LP- gas, solar. beat rec.. del. heat pump. other, none) Phrase. Print 1. .1 alfri ri 2.4 P,�'-lt eD 3. frit'' 4. DO 5. "L v! _! 6a. fib. 6c. sq. ft.'✓ocr Sa. H. O 3 5 Ibr.ft Sb.Ft. sq.ft. 8c. R= sq.ft Sd. R= sq.ft Be. R. sq.ft 9a-1. R 9e -2. R 9b-1, 1i= (o• 0 250 sq. n sq. tL sq.ft. sq.ft. 10a. R. 30 sq. ft. 221 10b. R. sq.it. 11a. R. l l b.Test report attached? Yea CRP 12a. Type: G0+-sy eu- 126 SEERJEER: LO • G 12c- 13a. Type: 134_ HSPF/COP /A 13c. Cape 14. Yes `�r 15a. Type: yL.t °%�l �--� 15b. EF: • q 1 TABLE 118-1 MINIMUM REQUIREMENTS (See Note 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (set; Note 2): U- Factor = 0.65 SHGC = 0.35 U- Factor SHGC = http : / /ecodes.citadon. cam /cgi- exe /cpage. ill? pg =x&rp =/indx/ST /fl /st/b1500v07 /st fl st b1... 9/21/2011 E -Codes Page 23 of 25 (I) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Additions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under >_ 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser, (3) /2-Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2. of the Florida Building Code, Building, or Table N 1107.AB.3.2 of the Florida Building Code, Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than - 30,000 Btu/hr see Table 13-607.AB.3.2B of the Florida Building Code, Building, or Table N 1107.AB.3.2B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfin per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 11B-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES % of CFA < =16% % of CFA = Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall; R-13 R-6 R-4 R- Valuer 0 / - R -Value = & • CP R -Value = Electric resistance heat (See Note 10) Not allowed Max 3 cfm/sq.ft. window area .5 cfm/sq.ft. door area. Ceilings (see Notes 3 & 4) R =30 R -Value = ; 0.0 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 t 50 gal: EF = 0.58 Gallons = 16•-) EF = • 17 Gallons = EF .= Air conditioning systems (see Note 7) SEER = 13.0 SEER = `7. Heat pump systems (see Note 8) • SEER = 13,0 HSPF = 7,7 SEER = BSPF = Gas furnaces AFUE = 78% AFUE _ Oil furnaces AFUE = 78% AFUE _ Programmable thermostat (see Note 10) be installed on all HVAC systems. Installed? Yes No _Must Ductwork: (see Note 9) Unconditioned space9 Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane R-6, TESTED NA R -4.2 Location: Unconditioned space R -Value = •d Test report 1/d. Conditioned space v R -Value = (No test report required) Air Handler location: Unconditioned attic9 or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: 64°176 rl ootp Test report: pi 4- (I) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Additions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under >_ 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be double paned or single paned with a diffuser, (3) /2-Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2. of the Florida Building Code, Building, or Table N 1107.AB.3.2 of the Florida Building Code, Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than - 30,000 Btu/hr see Table 13-607.AB.3.2B of the Florida Building Code, Building, or Table N 1107.AB.3.2B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfin per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 11B-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHN;9Xc Exterior Joints & Cracks N1106.AB.1.2 To be caulked, gasketed, weather- stripped or otherwise sealed. Exterior Windows & Doors N 1106.AB.1.1 . Max 3 cfm/sq.ft. window area .5 cfm/sq.ft. door area. ‘...../___ (/ � C / Sole & Top Plates N 1106.AB.1.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Type IC rated with no penetrations (two alternatives allowed). Recessed Lighting Ni 106.AB.1.2.4 Multistory Houses N 1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust Fans N 1106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork ...7 Water Heaters N 1112.AB.3 Comply with efficiency requirements in Table NI112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe blip: / /ecodes. citation. corn/ cgi- exe/ cpage. dll? pg =x &rp = /indx/ST /fl/st/b1500v07 /st .fl st b1... 9/21/2011 E -Codes Page 24 of 25 FORM 1100D -08 P /6L DESUPERHEATER, HEAT RECOVERY UNIT (HRU) WATER HEATER EFFICIENCY CERTIFICATION TESTS CONDUCTED IN ACCORDANCE WITH FLORIDA STANDARD FL -1 Laboratory: Date of Teat Report Approved By Report No Manufacturer: Model Na Construejion Type Recommended for use with refrigeration stern capacities of tons. Design Pressure: Water aide X49 Refrigerant side pat Test results at Standard Conditions: Test refrigerant dssignatfarr Tested at system espscity: Tons Total system hat gas superheat: Bluth Total useful heat exchange effect: Btulh Water pump input: Watts NET SUPERHEAT RECOVERY: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD http: / /ecodes. cite. lion. com /cgi- axe /cpage.dll ?pg &rp= /Mdx/ST /fl/st/01500v07 /st fl st bl... 9/21/2011 risers. (V Swimming Pools & Spas NI 112.AB.23.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. �` e Hot Water Pipes N1112.AB.5 Insulation is required for hot water circulating systems (including heat recovery units). l/ Shower Heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. C—/j HVAC Duct Construction, Insulation & Installation NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1 1 10.AB. Ducts in attics must be insulated to a minimum of R-6. C.. HVAC Controls NI107.AB.2. Separate readily accessible manual or automatic thermostat for each. system. FORM 1100D -08 P /6L DESUPERHEATER, HEAT RECOVERY UNIT (HRU) WATER HEATER EFFICIENCY CERTIFICATION TESTS CONDUCTED IN ACCORDANCE WITH FLORIDA STANDARD FL -1 Laboratory: Date of Teat Report Approved By Report No Manufacturer: Model Na Construejion Type Recommended for use with refrigeration stern capacities of tons. Design Pressure: Water aide X49 Refrigerant side pat Test results at Standard Conditions: Test refrigerant dssignatfarr Tested at system espscity: Tons Total system hat gas superheat: Bluth Total useful heat exchange effect: Btulh Water pump input: Watts NET SUPERHEAT RECOVERY: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD http: / /ecodes. cite. lion. com /cgi- axe /cpage.dll ?pg &rp= /Mdx/ST /fl/st/01500v07 /st fl st bl... 9/21/2011 E -Codes ESTIMATED ENERGY PERFORMANCE ND?* = The lower the Energy Performance index, the more efficient the home. 1. New Hume or addition 2. Single family or multiple family 3. Number of units, (if multi-family) .1. :Number of oat drowns 5. is this a worst case? (yes or no) b. Condftaiaed Boor area 7. (,lass 13.pe 4 area a. L'- Factor. (Or single or double Default) b.SHGC: 3S� (Or clear or tint Default) 4 Fluor types. Insulation level a. Slab- on- graele, edge insulation b. Wood, raised - c. Concrete. raised R= 9. Wail types. insulation level Exterior a. Wood frame R= b.Octal frame c. Concrete block Ra V• v d. Log R- e. Other Ra `r rt; il. funs, Location & inetutadon e a. Supply duets' _: ' • ' b. Return dices 4.4.4a 12. Cooling systems a. Split system b. Singic package c. Gr*iundlwater source sq. ft. d Room unit sq. ft, e. PT AC sq. ft. f. Gas-driven sq. ft. 13. 'Rearing Systems a. Split system he -at pomp b. Single package heat puree e. Electric resistance d. Gas furnace. natural 1x5 e. Gas furnace, LPG f. Gas-driven beat pump 14. Water heating systems a. Electric resistance b. Gas fired. natural gas GUS eared, LPG 1.54tlar System with tarok e. Dedicated boat pump with tusk f, Heat recovery unit g. Other: 15. IIIVAC credits Claimed (Alternate Paint System Method only) Ceiling ions b. Cross ventilation c. Whole house fan d. atilt -zone cooling credit e. Multi: mac heating credit r. Programmable thermostat 2Z/ zu Adjacent a. Wood frame b. Metal frame Concrete blot* dLog e. Other 10. Ceiling types, Insulation level a. Under attic b. Single assembly c. Knee wails/skylight walls _ d Radiant barrier installed R= RO g® R= '70 R -� R- R =F Capaeit9: . r' SEER:_ 13. SEER: EER: COP: Capacity:_ TISP'P: DS Pik A7' UE: Recaia. EFF.: iE F: 57 F.F: EF: EF: ER: Iiltatitte% Page 25 of 25 I certify that this home has cxnnplied,with the Florida Energy Efi5ciency Code For Building tiuvoi{hifae above energy raving (Wares which will be installed (or exceeded) in this home here e comae 3,. recline'. Oth- - ise. a new EPL Display Card wit! be completed based ova iastniled Code compliant features. ,builder Signature: Address of New Florae: `re0 I' 4 (1) v+V Ta inii6 07 /10;r4 Date: City/FL Zip *NOTE: The home's estimated Energy performance Index is available through the EnergyGauge USA FLArRE'S computer program. his is not a Building Energy Rating. Ifyour index is below 100, your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida. Energy Gauge Rating. Contact the EnergyGauge Hotline at (321)638 -1492 or see the EnervGauge web site at www.energygauge.com for information and a list of certffied Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at (850)487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. 4, Top Home 1 States 1 Florida 1 State 1 [ 2007 Florida Building Code: Energy (First Printing). Includes 2009 Supplement 1 Tea i License team • Privacy p+ucy con here tor Copra-it ?u kuormet✓m http : / /ecodes.citation. cam/ cgi- exe/ cpage. dll? pg— x &Ip= /indx/ST /fl/st/b15OOv07 /st fl st bl... 9/21/2011 f,242 —rIff 1x BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 SCOPE: pit& 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 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 Dadeo ) reserve the right to have this product or material tested for quality assurance purposes. If zfdut; . ma fails to perform in the accepted manner, the manufacturer will incur the expense of t a the may immediately revoke, modify, or suspend the use of such product or material BORA within cu c on. jlu�s�i t� ,R A reserves the right to revoke this acceptance, if it is determined by Miami -Dade County P uUt)GptStro, iv}sipn t this product or material fails to meet the requirements of the applicable building code. rt This product is approved as described herein, and has been designed to ly that e igh VitX city Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.030" Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 09 -013, titled" 0.030" Thick Galvanized Bertha Steel Storm Panel ", sheets 1 through 9 of 9, and lA of 9, prepared by Tilteco, Inc., dated 02/04/2009, last revision #1 dated 02/04/2009 signed and sealed by Walter A. Tillit Jr., P.E. on 02/18/2009, bearing Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Farh panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 05-0926.02 and consists of this page 1, evidence submitted pages E -1, E -2 and E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. /e2 /to oaf NOA No. 09-0330.04 Expiration Date: 06/07/2014 Approval Date: 07/22/2009 Page 1 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0919.10 A. DRAWINGS I. Drawing No. 00 -252, titled "24 Gage Galvanized Bertha Steel Storm Panels', prepared by Tilteco, Inc., dated July 10, 2000, last revision #1 dated April 3, 2001, sheets 1 through 9 of 9, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATL 0425.01 -00, dated August 22, 2000, signed and sealed by Henry Hattem, P.E. and William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations; sheets 1 through 78 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E., dated 09/11 /2000. D. MATERIAL CERTIFICATIONS 1 Mill Certified Inspection Report, dated 05/97, for Hot Dipped Galvanized coating G- 60 Steel, ASTMA653 Grade 40 (ASTM446GR -C) by Robert O'Neil ofR & R Metals, Inc., with chemical composition and physical properties. 2. Tensile Test Reports from Hurricane Engineering & Testing Inc., Job No. HETI -97- T48 dated July 17, 1997 for 20 ga. Galvanized Steel, tested per ASTME8 93, signed and sealed by Hector M Medina, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0809.04 A. DRAWINGS 1. Drawing No. 02 -446, titled " 24 gage Galvanized Bertha Steel Storm Panel ' , sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated September 05, 2002, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E -1 /I' elmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0330.04 Expiration Date: 06/07/2014 Approval Date: 07/22/2009 Eastern Metal Supply. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04-0517.01 A. DRAWINGS 1. Drawing No. 02 -446, titled " 24 gage Galvanized Bertha Steel Storm Panel " sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated September 05, 2002, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMTITED UNDER PREVIOUS APPROVAL # 05- 0926.02 A. DRAWINGS _ 1. Drawing No. 05 -073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel'; sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 04/25/2005, last revision #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr, P.E. on 09/15/2005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01 -05, dated September 15, 2005, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M -926, dated September 20, 2005, tested per ASTM E8 -93, signed and sealed by Frank Grate, I?E. E -2 y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09 -0330.04 Expiration Date: 06/07/2014 Approval Date: 07/22/2009 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 09 -013, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and 1A of 9, prepared by Tilteco, Inc., dated 02/04/2009, last revision #1 dated 02/04/2009 signed and sealed by Walter A. Tillit Jr., P.E. on 02/18/2009. B. TESTS 1. None. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 02/18/2009. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09 -0330.04 Expiration Date: 06/07/2014 Approval Date: 07/22/2009 221E591 -11.012 1. STORM PANEL SHOWN ON 1145 PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN *METED FOR COMPLIANCE IN ACCORDANCE WRIT THE 2007 EDRTON OF THE FLORIDA BUILDING CODE STORM PANEL MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN 7,1ND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF 11E ABOVE LAMMED CODE; IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PAD. AS TESTku WERE NOT OVER STRESSED, A 332 INCREASE IN ALLOWABLE STRESS FOR MD LOADS WAS NYDZ USED IN 1HOR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. STORM PANEL'S ADEQUACY FOR LUPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS / 2425.01 -00 AND d1 0618.01 -05, AS PROTOCOLS TAS -201, . TAS -202 AND TAS -203 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY ASTM 4 -653 SO, GRADE 40, WRH G-90 GALVANIZED STEEL DESIGNATION & Fyn 52.3 ks /. (AFTER ROLLED) 3 ALL ALUMINUM EATRUS/ONS SHALL BE ALUMINUM ASSOC.14770N 6067 -76 ALLOY & TEMPER UNLESS 0771578(55 NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 AS/ SERIES OR CORROSION RESISTANT COATED CARBON STEEL .49 PER DIN 50018 W/ 50 ksl WELD STRENGTH AND 90 ks/ TENSILE STRENGTH. S BOLTS 70 BE ASTM A -307 GALVANIZED STEEL. OR 419/ 304 SERIES STAINLESS STEEL, WOH 36 ksl MIN/MUM 77E.0 STRENGTH. B. ANCHORS 70 WALL SHALL BE AS FOLLOWS' (A) 1O EX/571NC POURED CONCRETE MINIMUM EDGE DISTANCE (ED.), AS PER SHEETS 5 RNLI 7: - 1/40 TAPCONS & MAXI -SET TAPCONS ANCHORS AS MANUFACTURED 8Y LT.W /BUILDS\; INC (MM. 7o -J192 pa1) - 1 /4'e CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC (Mln. fb =3350 pal) - 1/4'0 x 7/8' C41K --IN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. (MIn Fc =5000 ps1) - 1/40 'PANE-MATE FEMALE ID" OR 1/40 PANEMA75 PLUS' ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS Win. FayJJ50 ps1) - 1/40 x 3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL PONT'S SCREW, BOLT & SPECIALTY CO. (Min. Fc =3000 psi) NOTE& A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE- -FLEX 554 IS / 3/41 AND 2' FOR PANE7.M475 FEMALE ID' AND PANELMATE PLUS° 4.2) 7/8' CALK -1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO POURED CONCRETE NO EMBEDMENT IN10 STUCCO SHALL BE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST,, AND 1' MINIMUM FOR WALLS MOH NO STUCCO. A3) MINIMUM EMBEDMENT OF 1/40 x 3/4' ALL POIN7S SOLID -SET ANCHORS SHALL BE 7/e' INTO POURED CONCRETE NO EMBEDMENT /AIM STUCCO SHALL BE PERMITTED. 7/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG M I N I M U M S H O U L D S T U C C O E X I S T , A N D 1 4/ 1 10 4/ 1/ 4/ 0 0 7 WADS (8171 NO STUCCO. A4) IN 64SE THAT PRECAST STONE; PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLO07. ANCHORS SHALL BE LONG ENOUGH 7O REACH THE MAIN STRUCTURE BEY/ND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A1), A2) & 4.3) ABOVE (8) 10 EXESTNG CONCRETE BLOCK AVM C -90: - 7/410 TAPCONS & MAXI -SET TAPCONS ANCHORS AS MANUFACTURED BY LT.W/BLILDEX, INC. - 1/40 CRETE -FLEX 534 ANCHORS AS MANUFACTURED BY ELCO FASTENING SYSTEMS 11.6 - 1/40 x 7/8' CALK -1N ANCHORS AS MANUFACTURED 8Y POWER FASTENERS INC. (Mln. f'm =1500 pep) - 1/4'0 PANELM4TE FEMALE ID" OR 1/40 PANELMAIE PLUS" ANCHORS AS MANUFACTURED B)' ELCO CONSTRUCTION ' PRODUCTS (Mln. Fm .:2071 psi) - 1/40 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY CO. (Min. I'm 1800 psi) NOTES. 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS PANELMA7E FEMALE 10' ANCHORS, PANE.MATE PLUS ANCHORS AND CRETE -FLEX SS4 ANCHORS, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4. B.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL 5E PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 11/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO B.J) MINIMUM EMBEDMENT OF 1/40 x 3/4' ALL POINTS SOLE -SET ANCHORS SHALL BE 7/8' NATO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2° LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 64) M 0,SE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXTSTNG WALL, ANCHORS SHALL 85 LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 8.1), 13.2) & 8.3) ABOVE (0) TO EX/STRIG WOOD (MIN. SPECIFIC GRAVITY, G - 0.55 MIN.): MINIMUM EDGE DISTANCE' (ED.) AS PER SHEETS 8 AND 9. - 1/4'0 PANEMALTE PLUS' AND PANELMATE FEMALE /0' ANCHORS AS MANUFACTURED BY EZDO CONSTRUCT70N PRODUCTS. - 1/4°0 LAG SCREWS PER N.D.S Tiff: C.1) MINIMUM THREADED PENETRATION INTO WOOD OF PANEMALTE PLUS ANCHORS AND female PANELM4TES SHALL BE 1 7 /B" 0.2) MINIMUM THREADED PENETRATION OF LAG SCREWS, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION (EXCEPT AS NOTED). 0.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BANS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL 9E LONG ENOUGH 10 REACH THE IMA1N STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND 0.2). (D) ANCHORS Std BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFTC47ONS OF THE ANCHORS Z PANELS MAY BE ALSO INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8 (SHEETS 2 & J OF 9) AND SECTIONS A AND B (SHEETS 8 AND 9) EXCEPT THAT HEADERS ®, C1)& I ) SHALL NOT BE USED. 8. AT LEAST ONE WARNING /ABEL PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT' THAT STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL RENFORCING BOLTS ARE PROPERLY INSTALLED WHEN REQUIRED. . 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE* PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 10. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT W/ND /2VN INTRUSION. 11. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 12. (a) 771/5 PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENER IC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFI0 PROJECT Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO EYE RESPONSIBLE FOR 7HE SELECTION, PURCHASE AND INSTALLA770N INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PAD. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON MS DOCUMENT. CONSTRUCTION SAFETY AT 5175 IS THE CONTRACTORS RESPONSIBILITY. (o) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (0) SITE SPECIFIC PROJECTS SHALL 95 PREPARED BY A FLORIDA REGISTERED WORM OR ARCHITECT WHICH WNl BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE" PROJECT AND RIO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SIT5 SPECIFIC DRAWINGS FOR REVIEW (e) THIS PAD ?HALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PRERARED 15 SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS• EASTERN METAL SUPPLY, 1N0 WEST PALM BEACH, FL ML4M1 -DADS COUNTY PRODUCT CONTROL APPROVED. MIAMI-LADE COUNTY PRO bUCTREVISED as caap77E6g WM the Florida gulag Cade „ -O O Mapco= No • . 44 Espfr?6os Date • Art - I4 Okiwe F.B.C.(High Velocity Hurricane Zone) 01009 7e.7£= INC. ITIL E C O iHc. \ 10.-LIT T£pSN7,18NO, 5 £NOINEERINO COMPANY FEB 1 8 '2009 .3+ (AAEs 6. 13gl ama HA A7 PE SEAL/ 94411010A7T: WADER A 77LUT Jr. PE 1 FLORIDA Lb. / 44107 . 4 0.030" THICK GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC. 4266 W55711406 OR WEST -PALM 8GCH, 7.35407 eeesno 0a 07-073 ers .Ix.. 7/4/0. AMISMAIS N.C.Y. me4wx en 01/04/09 DATE 09 -013 DRAWS No NOV 1 OF 9 15.119• (TOM W0(1( 12000' (E7ECTI E WOTN) 1 m OR (✓ AS /PPUCAME 1.750 4.473• 4.473' 1.500' .030' 0555 GALVANIZED .2125' O!a t& r L 2.125' 9.119' (TOTAL WIDIN 2.681 ® 3" Max. "U" BUILD OUT Saes, 3/B' -7. © "F" TRACK Sek6 r J smelrOoft 77 Earsmae® OPTION r OPTION 2 10 KEY HOLE AT PANE 07 REVERSED F" ANGLE TRACK SCALE : 3/3. I. 53,7. IOA ROUND HOLE AT PANEL (OPTION TO 10) COMPONENTS 2125' 0 HALF PANEL SHE 1 3/E• - I. ® "U" HEADER SCALE: VS"- 1' ® "F" TRACK ANGLE 5MLEr JAY -7' 3105-H154 AWm. NAST 50016 r 3/E" . 1' L 135' 3' AJAX l' 881 ANCHORS (SEE SCHEDULE 05 51177)5 5 THEN 7 APO s e&0 iiiiiiiiiiiiiiiIiiiiIIiIII AMPIMPIPI ° J' MAX. I' INN PANELS W/ 1/4% -20 6 1/2' ^.+. £LL S. W/ 7/5' X 3/32 WINO NUB 07 OVERLAPS • u04PAN. 3' AJAX. ANCHORS (SEE SCHEDULE ON .9181E7S 5 THRI 7 7' MPL AND SHEETS 8 & e) STORM PANEL TYPICAL ELEVATION kr.s 1/4.7855 GAP o 1/4' Max OOP IL6i► /Y�Iri�Y�. al ri I .091- 9a1Aa 1 '/ Low I� ® STUDDED ANGLE Saudr 3/C -1' SECTION A —A NL55. 1/4' • N04 SO= s s 505 HAM N .40 1.1 o SUMO VOW 55 s7550.1W. 5.000" 12 2" x 5" (Maxi) x .125" ANGLE =se J /S• -1' Ls, Liss I' Mx 575' �30' PANEL 578004559 .083' DETAIL ►• ss. sluo r� 5D MIAMI -DADS COUNTY PROhUCTRE1 as 1d179 Cing with the F1Gddt Acceptance NNo0 ' - 0330. 0 Espy : NOa DM r . . . )¢ ey Mrs I Da Midi= F..B.C.(High Velocity Hurricane Zone 072008 1715750, 085 FEB 18 1009 P.5 SEAG/SONATURE /OATS T TESTING & ENOTNEERINO COMPANY : TJO8 52, Ste f-1� . (305 IS3l EH- 0008719 WALTER A TUN d. P.E. FLORIDA Lis # 44187 0.030° THICK GALVANIZED BERTHA STEEL STORM PANEL M.C.V. DRAWS BY: EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PAW 95MJt F7. 33407 02/04/09 DATE In ammo 0(0 05-073 -r 9/4/00 .rd as 09 -013 DRAWING No MEET IA OF 9 CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 5 7HR1I 7) / ' Cont. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 5 777871 7) /—l) Cont. POURED CONCRETE REOU/REO\ POURO CONCRETE REQUIRED ® Con. I� CONCRETE ANCHORS (SEE SCHEDULE ON-\\ SHEETS 5 THRU 7) \ \\ \\\\\\\\ CRETE REQUIRED SEE SC172115 FOR M11JMUM SEPARATION TO ON E 1S.S / -20 /8' /J2 SM.14 W x! WING NUT EVERY OVERLAP • MESA I1 ' i 0/7 /0'13/32 W7N0 NUT 0 EVERY {MAP O 300SPAN MESHED k POUR CONCRETE BLOCK CONCRETE REOULREO 14.0 -20 x /4' SS BOLTS W/ 7 /8" r 3/32• WINO NUT t2'0.4 POURED e CONCRETE OR CONCRETE MEWLED POURED CONCRETE OR 00078015 BLOCK WALL REQUIRED CONCRETE ANCHORS/ (SEE SCHEDULE ON SHEETS 5 NMI 7) SECTION 0 ANCHOR Con. CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 5 THRU 7) Cont WALL MOUNTING INSTALLATION SECTION 2 SCALE : J /e• - t CONCRETE ANCHORS/ (SEE SCHEDULE ON SHEETS 5 flRU 7) BUILD OUT INSTALLATION SECTION J SCALE 3/8' r° ° POURED 1 CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHOR: (SEE BCHEOULE 05 SHEETS 3 777871 7) ///////)//// Con. BUILD OUT INSTALLATION SECTION 4 SCALE : 2/8°- 7- 7/p' x 1/32' WWa NUTO /2'0.4 1/4' 820x1/?' 59.1.5. W/ NUT O 12' 0. C SEC770N ® STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : 3/8° A. I' NQg i RALLAMOUN7/NO INSTALLATION VALID SECTION 2 (TOP) E.D.. EDGE DISTANCE MX SCHEDULE ON SHEET 5,e . 7 OF9) NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIAMI —DACE COUNTY PRODUCT REVISED as complying wDh the Matta Ulan Code Acceptance No Isplrellon Date F.B.C.(Hlgh Velocity Hurricane Zone) 02009 7L7EO0 WQ LIE 0'\ FED(� 7{ ou11..450Ja'52. 87* 570 / r ENGINEERING Ra i;1� 1 "FEJ f3 ZU�J 01-0005719 •10JJS7� WALTER A Jr. P.E 8108/01 UIa 44797 AE SEAL/SONATVITE/DATE 0.030° THICK GALVANIZED BERTHA STEEL STORM PANEL M.C.Y. DRAWN 80 EASTERN METAL SUPPLY, INC. 4258 14 57ROADS DR. WEST PALM BEACH, ft 13107 02/01/09 DATE se Hn usmrHmr na MW av 06 09-073 2/4/09 09 -013 DRA No SHEET 2 DE 9 BUILD OUT INSTALLATION( — SECTION 5 SCALE CONCRETE ANCHORS (SEE SCHEDULE' 02 SHE= THRIJ POURED cowman —� \I ED. Cont. 1 4' 0 -20 x 1 S W07 B'x WING HUT OVERAP O M/OSPAN SEE SCHEDULE FOR MNeIUM I S D ON SHEET 4 Cont. 'xa 12' 0 CONCRETE ANCHORS (SEE SCHEDULE 0 SHEETS 5 THRU 7) ' RePOURED CONCRETE quiem ED. CEILING & FLOOR MOQLVTINQ INSTALLATION — SECTION SCALE : 3/8' a 1- E.D. •DISTANCE SLF SCHEDULE ON 5, 5 5T 7 OF 9) NOTE FOR COMBWATTON OF SECTIONS : WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (ATE SCHEDULE 7HRU 7 POURD5 CONCRETE II7I REQUIRED \ 111 E.D. ALL POINT SCUD-SET OR GllK -W OR PANELMATE 8E714LE 10 OR PANELEMIE PLUS ANCHORS .9 1YJ1 /40-50 S= EWAIX BOLT OR vO W /4V1/4'/4-20 TRUSSHFA0 BOL *E (SE£ 1'-}j l I 1' SONG 7) FOR SPAC/N0 ON SHEl79 5 THRU IALITERNATE LEG LOCATION I0OR f/4' BOLTS x l2' 0. 0O SEE SCHEDULE FOR MINIMUM SEPARATION m ■ L 0N 5/IEET SS 13/4� 24 BOLTS. WI 7/6 x03 /32 12 O. 0 CONCRETE ANCHORS ,• (SEE SCHEDULE ON SHEETS 5 THRU 7) / CONCRETEJ REVERED D E.O. TERNATIVE LEG LOCATION ALL POINT QUO SET OR CALK-4V OR PANElAGIIE FEMALE ID OR PANI•5S!/A)E E' PLUS ANCHORS O ® W 1/40 --2o /0020202 BOLT OR 0 (0 W/1/4•-20 MIMEO BOLT * (,S3E S`CHEOULE.FOR SPACING ON 5/12273 5 THRU 7) POURED 00202870 BLOCK on CONCRETE . • 4 SS.m..9. W/ 7 e 3/J2N WINO NUT O OVERLAP 0 2110SPAN // / i'//// . POURED CONCRET / t,} OR OCWCRETE BLOC!( WALL 85001820 CEILING & FLOOR MOUNT /NQ INSTALLATION — SECT /ON 7 SCALE : 3/8' - 1' WALL MOUNTING INSTALLATION (D.M.) — SECTION B SCALE : 3 /e' = 1' * SIDE WALK BOLTS ARE 3/40x3`327H/CK NE40 M4CNINE SCREW W IN AS PER NOTES A & D (SHEET 1) t TRUSS HE iNTI0i R ARE /t f 1 87HLCK AB PER NOTES A & B W(2250T 1) MIAM6 -DADS COUNTY PBODUCT REVISED rilgut=witilita Mi/i Etpkatlnn Dal40/i /,— ,�� . Ili Ulan F.B.C.(High Velocity Hurricane Zone) 02009 TETECO. WC �--_ -- --���/ IL E C O I N C. \ �] ( TESTING t ENOINEERINO COMPANY rra i 1 2?,03 8353 MW 3E71 bt(�A�s. 3Md. 59354* 5590185.87 35758 PDm. J (355p/t -tam . 77 (JOJ.VIt -ta)t EB- O00B779 PE SEAL/SlON47URE/R47E WALTER A TEUT ✓r. P.E E70R/R1 Lkt f 44 te7 0.030° THICK GALVANIZED BERTHA STEEL STORM PANEL EASTERN METAL SUPPLY, INC. 4258 WESRIRAD5 02. WEST PALM 6E40N FL 33407 N.C.V. DRAWN CO 02/04/09 RITE mmm1 NO OLO 16-073 274/79 5 IMMIX* art 09 -013 ORAWWO No SHEET 3 OF 9 1' 2'x 4'x .125' 3105 -1414 OR 8083 -78 ALLOY Con! Alum. ANGLE CASE A (Plan) SCALE: 1/4' _ 1' POURED CONCRETE, CONCRETE BLOCK WAIL OR 2' WOOD 5TUDS4• REQUIRED i/4 Ox t 3/4' APCON ANCHORS O 12` 0.D .1 &600' 1P 2' x 3' x .093' 3705 5 -14 OR 6083 -78 ALLOY Con! Alum. ANGLE W/ l/4 Ox 1 J /4' TAPCON ANCHORS 0 12' O.C. 70000 CASE D (Plan) SCALE.. 1/4' 1 ' LIMO POURED CONCRETE; CRETE BLOCK 140 2' ,433 UDS S4' WO0 D STUDS REQUIRED POURED CONCREf& CONCRETE 5(000 WALL OR 2114' WO1 STUDS 5E751RE0 OOR® \ 1 OROORODR® \ 1/4' 0 BOLT x 4' x .072' 0 24' 0. C, 3105 -N14 OR 8063 -76 ALLOY W /3ICKNUT Can! Alum. ANGLE CASE B (Plan) SCALE, 1/4' = 1' POURED CONCRETE; CONCRETE BLOCK WALL OR 2x4•\ WOOD DS IaL Ya • x• CASE E (Plan) was: 7/4' = 1' END CLOSURES DETAILS MAX /MUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 5Ax1817M DESIGN PRESSURE RARNO W �(p .0) Max MEL LENGTH I. (ft) (SEE SECTIONS) MINIMUM SEPARATION TO TO GLASS APPLICABLE TO SECl10NS 1 & ANY COMBINATION 73137) +66.0, -76.0 7' -6" OR LESS 3" 1,2,3,4,5 & 8 +60.0, -70,0 3'7' -6" TO 8' -6' 3' 1,2,3,4,5 & 8 +66.0, -76.0 7' -6' OR LESS 3 3/4' 6 & 7 +60.0, -70.0 >7' -6' TO 8' -6" 3 3/4° 6 & 7 POURED CONCRETE CONCRETE BLOCK WALL STUDS 2x4' U SD REQUIRED 5. 1.4PCO I J /9' 2'00 7APCON ANCNORS-.` m. 0 12' 0. C. 1.0000 2" x 2' x .086' 70 2° x 5' x .055' Can! Alum. ANGLE OR 080' 3105 -11154 SHEET METAL Alum. BENT PLATE ALTERNATE LEG LOCATION • CASE C (Plant) SCALE, 1/4' = 7' MIAMI -DADE COUNTY PRODUCT REVISED es eometying 1llt6 *O M& ROldln( Code Acrorrptt1nceNo0 —0 0.84 Eald 6o Det6 Mt Dade dalCaab6 1 Dkemf islor F.B,C(High Velocity Hurricane Zone) 02009 1121ECO. 010 LECO�G. WT T'4. T TES RO & 614011466111N0 COMPANY rt:3 1 tl 2009 Mx. JILL R pa 3* 1 ,%t 04m 11 JMIM Hm. + (303p7l -1LID . !a" + (303)87I.1631 EB -067/9 P.E 5TAL/SI(&ATUR{/CATE 72 RIDA Lia 1 44167 0.030' THICK GALVANIZED BERTHA STEEL STORM PANEL M.OV. DRAWN 837 EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 02/04/09 DATE ax 09 -013 HAWING Na 010 06-O7J 2/4/00 war 4 OF 9 �i ' MOAN NAM= SPASM JDR E 0. r 3 1/2" r FACTOR SWAN Awn loam 1' (R) ° VAC 0.0D WO 44800l p 275h7S SAO 207141781011014 PAIOLVT5 FORA 825TBA0419 AIL P0g74 y@ / } 0 wow/An-Ns imam 00/24142 M/ 191011402 mwt 0 000007 200 7.1717 -a1 sao -ffi AYR 00BOND N 70 mutton' 70 wow t0 mows t0 00at4r 10 0001ar 70 9940!70( 70 0010/877 r0 Amor 70 atoms 70100988 70 000177 r0 WOW? OF iM®! 4804 -814 72' • WA 72" WA 12" WA 12' 7(/A 72' WA WA N/A 1 (TOP) 12' 18" 12' r 12' 12' 72' 71" 72' 17' 12" 12' 7 (8017010 12" WA 42' WA 12' WA 12' N/A 11" WA 12" 12" 2 (1QP) 12' 10" 72' 8' 72' 12' 12' tr. 12' 11' WA WA 2 (807108) 72" WA 12' WA 12' WA 72" WA 71" N/A WA WA 3 (TOP) 12' 10' 72" 8' 12" 12' 72" 11' Ir 77' WA WA 3 (807704 12' WA 72' WA 12' WA 12' WA 12' N/A WA WA 4 (MP) 8'-0" OR LESS 12' 1D' 71' 8' or 72" 12' 77' 12' 71' WA WA 4 MORTON) 71' WA 12' N/A 12; WA 72" WA 42" WA WA WA 5 (rOP) IS' 9" 12' Y 12' Ir !r 10' 72' 10' WA WA 5 MOTTOS) 12' WA 72. WA 12' N/A WA WA 72" N/A WA WA 6 (1047) 11' WA 12' WA 12" WA WA WA 12" WA WA WA 5 (801108) 12" WA Sr N/A 12' WA N/A N/A 47' N/A N/A WA 7 (7747/801708) N/A WA WA WA 72" 12" 12' 72" 12' 8' 12' 42' 8 (7047/801708) 4884 -72.0 71" WA 72' WA 12" N/A 72" WA 72' WA N/A WA 4 (TOP) 8'-8' OR MS 72" e' 72" 7' Ir 12' 12" 40' 72- 9 I/¢" 72" 12' I (Florio") 12' WA 72" N/A 12" WA 12" WA 12' WA 42' 12" 2 (rOP) 72' 8' 12" 7' 12' 12' 12" 70' 12" 9 7/2" WA WA 2 (807100) 72" N/A 72' N/A 71' W4 72' N/A 72" N/A WA WA 3 (MP) it 8' 72" 7' 7r 12" 72' 70" 12' 9 I/2" WA N/A 3 (807108) 72' WA 42" WA 12" WA 72' WA 12" WA 1/A WA 4 (70P) 72" e' 12' 7' 72" 12" 12' to' 72" 9 1/2' WA WA 4 (807708) 72" WA 1r WA 72' WA 12" WA 72" N/A N/A WA 5 GOP) 72' e" 12' 5' lr 70" 42" 7' I2" 7' WA WA 8 MOTTOS) 72' N/A 12' WA 12' WA WA WA 11" WA WA WA 8 (MP) 71" 2/A I0' N/A 12" N/A WA WA 71' N/A N/A WA 0 (807700) 70' WA 8 7/2' WA 11" WA WA WA 9" WA WA WA 7 (1047 /807708) N/A N/A WA N/A 12" 12' 72' 6' 12' 8' 12' 12" 8 GOP /8071040 ■2" WA 12' N/A I2' WA 12' N/A 12" WA WA WA 4 (1047) -0' 70 7-0' • 12" 8' 12' 9 I /2" I2' 12' I2' 8' 12' 9' 72' lr 1 (8017010 42" WA Ir WA Ir WA 12' WA 12" WA 72' 12' 2 GOP) 12" r 12' 0 7/1' 12" 7r 12' 9' I1" 9' N/A WA 2 (201108) 12' WA lr WA 12' WA 12' WA 42" WA WA WA 3 GOP) 12' 5" 12' 8 1/2" 12' to, 42' 9" 42" 9" WA WA 3 (001108) 4800. -814 12. WA 12' WA 42' WA 72" N/A 12' WA WA WA 4 (TOP) 28' Ir e' 72' 5 1/2' 72' 12' 12' r Ir 9' WA WA 4 (801108) 12' WA 1r N/A 12' WA 12' N/A 72' WA N/A N/A 5 (40P) 12' 5' 70 1/r 4" it 9' 12" 8' 12" r N/A WA 8 (8871010 12' N/A 72' WA 72' WA WA WA I2' WA WA WA 8 GOP) II" N/A 9 1/2' WA 12• WA WA WA 70 7/2' WA WA N/A 5 (BOTTOM) 9' WA 11 7/2' WA 40 1/2' WA WA WA 9 7/2" WA WA WA 7 (707/077704 WA WA WA WA I2" 12" 12" r 12" 8' 72" 72' 8 (70P/80708) SUM DESIGN PRESSURE RATING "W" (p s.t,) AND CORRESPONDING MAXIMUM ANCHOR SPACLVC SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES * • SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ** MINIMUM ANCHOR SPACING LISTED BELOW ARE AS PER MIN, EDGE DISTANCE SCHEDULE. FOR E.D. LESS SCHEDULE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR TAPCON CRETE -FLEX SS4 d FEMALE PANELMATE PANELMATE PLUS CALK-IN SOLID-SET 110 sIada9°3" 1*10 r99119°J' 1A. s.adep -J' 9410 5P90919.4. 1611PAIIA -2 1/7 180. rP.Alorr 1 1/2° .35 .50 - - - - 2 1/2° - - - - 0.50 .63 3' 1.00 1.00 - 1.00 0.63 - 3 1/2° - - 1.00 - 1.00 1.00 d REDUCTION FACTOR APPLICABLE FOR POURED CONCRETE ONLY. E.O. a EDGE DISTANCE ** MINIMUM ANCHORS E.D. SCHEDULE MAIMUM EDGE ANCHORS TYPE DISTANCE (E.O.) CONCRETE 0 BLOCK 7/49 TAPOON J° 3' 7/49 PAN014AIE MALE' 1D 3' 3 7/2" 1/4'9 PANW447E PLUS J' 3 1/2' 7/49 CALK -01 3' 4' 1/49 30L1D -SET 3 7/2" 3 1/2' MIAMI -DADE COUMY Patteuerkevuten s �P 448 With 8ra[nDildg 4o7Olauaa890 O O•o. EiP�t1a9 fietqc F..B.C.(High Velocity Hurricane Zone) FER 1 R inns P.E. SF.AL/SIONAnIRE/0.41E 02009 78.7762 INC. IL ECOINC,\ 77L777' 7257180 X 2440 /99E80770 501447A7777 0158 7LIK JEN tL rrt .IIB. LRtlP2I 0 ft 3Arr0 Phws t &7 -20 . 77 : (ue >1 -rut EB- 00097(9 120 Lbw/ 44787 0.030" THICK GALVANIZED BERTHA STEEL STORM PANEL B.C.Y. DRAWN 9r EASTERN METAL SUPPLY, INC. 4258 94511 40S OR. WEST PAW 8776/L FL 33407 X04/08 0477 aA amrna> at VIWORVII 09 -013 DRAWWO Na OLD m -073 2/4/09 598807 5 OF 9 C Y,� MOW AM59229 bA1C01G /0N L II " 3 I/J' 44 FACTOR y 8)/ {j 7, tAr<iN S- (ly LEE 8.14027( NCO 0f19L,0 8751t5e IDGO CONSTRICTOR PRODUCTS POWER FA91E�50 ALL 753419 Aqq E �p 5676'8 i wNO/wo-89 prima t2v[ -nu 984 iAMLfOt mwt o rM 46440 a08 062-21 .35 SQ�m9 ANY 27 marry ID Rl97AN W 755E%!t 27 WOW? 27 5010■1E ID .12564R1 ID O71Rp1 R 11454wr 27 OAC0571 ID Waa127 27 CONar672 TO WONa' Cr MCI 4880, -720 12' WA 72' N/A 12' N/A 12' WA 12' N/A WA WA 4 (704 42' 0' 12' 5 1/2' 12' 77' 12' 8' 12' 7 1/2' 12' 12' 1 (807109) 12' WA 12' WA 72' WA 12' WA 42' WA 12' 12' 2 (7051) 72' B' 72' 5 1/2' 72' II' 12' 3' 12' 7 1/2' N/A WA 2 (sorrow) 12' WA 12" WA 72' WA 72' WA 12' N/A WA WA 3 (7051) 12' 6' 72' 5 1/2' 12' 71' 72' C 12' 7 I/2' WA WA J (007708) 12' WA 12' WA 72' WA 12' WA 72' WA N/A WA 4 (1751) 49' -0' 70 7' -5' 12' 8' 72' 5 4/2' 72' 77' 12' 8' 12' 7 1/2' WA WA 4 (801201) 12' WA 12' WA 12' WA 12' WA 12' WA N/A WA 2 (TOP) 11' 4' 8' 3' 12' 8' 42' 4' 11' 4 1/2' WA WA 5 (8077065) 72' WA 12' WA 12' WA WA WA 11' WA WA WA 8 MP) 9' WA 8' WA 45' WA WA WA 8' WA WA WA 5 (807701) 0' WA 40' WA 9' N/A WA N/A 7" WA WA WA 7 (70P/807101) N/A WA WA WA 19' 42' 12' 8' 12' 8' 42' 12' 8 (7051/5077011) 400.4 -81.5 12' WA 72' WA 12' WA 12' WA 72' WA WA WA 7 (TOP) 17-8' TO 0•-B' 12' 7' 72' 8 1/2' 12' 12' 12' 8' 12' 5' { 12' 12' 1 (507101) 12' WA 72' WA 12' WA 12' WA 72' WA 72' 12' 2 (/OP) 12' 7' 72' 5 4/2' 12' 72' 12' S' 12' 8' WA WA 2 (007700 72' WA 19' 71/A 12' N/A 12' WA 19' WA WA WA 3 (RP) 12' 7' 12' 8 1/2' 12' 12' 12' 8' 12' 0' WA WA J (801708) 12' WA 12' WA 42' N/A 72' WA 42' WA WA WA 4 (7DP) 12' 7' 12' 5 7/2' 12' 12' 42' 9' 12' 0' WA WA 4 (BOTTOM) 12' WA 42' WA 72' WA 12' WA 12' WA WA WA 5 (7051) 42' 4' a 4/2' A 12' 7' 12' 4' 42' 4 1/2' N/A WA 5 (80410) 8" WA 12' WA 12' WA N/A WA 11' WA WA WA 8 (Toe) 70 4/2' WA B 7/2' N/A 10 7/2' WA N/A WA 2' WA WA WA 0 (007701) 8' N/A 10 1/2' N/A 9' N/A WA WA 7' WA N/A WA 7 (1051/807701) WA WA WA WA 72' 72' 42' 8' 42' 8' 12' 19' 8 D0P/50I7010 72' WA 12' WA 12' N/A 72' WA 15' WA WA WA 1 (TOP) - -O' 10 2 -8' 12' 8' 12' 4 7/2' 42' 10' 72' 7' 42' 8 4/2' 12' 12' I (807704 72' WA 12' N/A 12' WA 12' N/A 72' WA 42' 72' 2 (IOP) 72' S' 12' 4 1/2' 72' 70' 12' r 12' 8 7/2' WA WA 5 (8077564) 12' WA 12' WA 72' N/A 12' WA 12' N/A N/A N/A 3 (TOP) 12' 8' 12' 4 1/2' 72' 10' 12' r 12' 0 7/2 WA WA J (801701) 4860 -72.0 12' 8)4 12' WA 12' WA 72' WA 12' WA N/A WA 4 (Toy) >Y 12' B' 12' 4 7/2' 42' 70' 72' 7' 42' B 7/2" N/A WA 4 (0277064) 79' WA I2' WA 12' WA 12' WA 12' WA N/A WA 3 (7051) 9' 3' B' N/A 17' 5' 17' 2' 9' 3 1/2' N/A WA 5 (8877077 41' WA II' WA 11 7/2' 54/0 WA WA 10' N/A WA WA 8 (77) 8' 44 7' WA 9' NA WA WA 7' WA WA N/A 0 (501701) r WA 5 4/2' WA 7 7/2' WA WA WA 0' WA WA 44 7 (70P/0017010 N/A WA WA WA 12' 8' 12' S' 12' 8' 12' 12' 8 (70°/407108) jaIlifilif RESION PRESSURE RATING "N' fp.s t) AND CORRBSPONDDfG MAXIMUM ANCHOR SPACDVQ XRRDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • • SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS, ** MINIMUM ANCHOR SPACINGS LISTED BELOW ARE AS PER MIN. EDGE DISTANCE SCHEDULE. FOR E.O. LESS THAN INDICATED ON SCHEDULE, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR TAPOON CRETE -FLEX SS4 d FEMALE PANELMATE PANELMATE PLUS CALK -IN SOUR -SET 251, apoc5 g'.S' 1125 spsJrq"r win goin "3' Moos gool7p -J' I& An8or2 IA' 4(40 J' 1 1/2' .35 .50 - - - - 2 1/2° - - - - 0.50 .63 3° 1.00 1.00 - 1.00 0.83 - 3 1/2" - - 1.00 - 1.00 1.00 d REDUC77ON FACTOR APPLICABLE FOR POURED CONCRETE ONLY. ED. - EDGE DISTANCE ** MINIMUM ANCHORS ED. SCHEDULE MINIMUM EDGE ANCHORS 7YPE DISTANCE (ED.) CONCRETE C. BLOCK 1/44 7A51CON 3' 3' 1/4-6 PANt14O17E FEMALE ID 3' J 7/2' 1/44 PANEI-5AT8 PLUS 3' 3 1/2' 1/4'0 CAL5 -W 3' 4' 1/44 SOW-SC J 7/2" 3 1/2" OUR-DADE COUNTY PRODUCT imam as mm *Inn 0.7!& Gs FIod21a Bolding Code Accord:ma No 0 0¢ Eaplry.tion Data • /4, By M Dk19dn5 Contra, F..B.C(High Velocity Hurricane Zone 02009 787200. INC. IL E C O INC. RELIT TOTING & ENGINEERING COMPANY FEB 1 A 2119 805 N* 7710 tisf. 055005 M�DlS ft .iJrLO Pew : (.101 4827 . f (JA7N7I -.1577 EB- 0000719 51.E SE5!/S7ONATURE/DA)E WALTER A. 711117 Jr. 441 B7 0.030" THICK GALVANIZED BERTHA STEEL STORM PANEL ma v. DRAWN 5r EASTERN METAL SUPPLY, INC. 4250 825747005 DR 14E57 PAW BEACH, A 33407 22/04/09 DATE 1•16 Maw MO 05-071 2 D4a ArY 09 -013 089240+70 No 91.1127 5 OF 9 gag IAMBA& AW2ON 9PA0110 TV R 6 12• 3 1/2' 44 FACTOR Pte, \' 1N 7. (fCJ LEIS Bt01 06Y 120105908A01 row DEO 99010770011121 /9970L= PEW 549710078 ALL ro888 Mk ,poring -3' 2S AGR -b T 76 *8 C21724,112 sw mama 0/flwr 0 Nom= Iws Owr-N axo-m .50 8Y 7 1 ID DO NE76 ID MAMA? 0 0086' O 46086 O moms O MDD8AT O TO /WONT 0 =WM TO WOW ID 0187778 ID 160 ? VV IIMMJJ// 47 -*8 12' WA 72' WA 12' N/A 72' N/A 12' WA N/A WA I (TO') 12' 8' le 8 7/2' 12' 72' 72' 9' 72' 9' 12' 12' 1 (80770117 12' N/A 12' WA 12' WA 12' N/A 12" WA 12' 12' 2 (TOP) 12' 8' l2' 8 1/2' 12' I2' 12' 9" 12' 8' N/A WA 2 (BOTTOM) 72' WA 11' WA 12' WA 12' WA 12' WA N/A WA 3 (0P) 8'4 0711&8 Ir 8' 12' 8 1 /2' 11' 12' 72' 9' Ir 9' N/A WA 3 (BOTTOM) 11' N/A 12' WA 12' WA 72' WA Ir WA N/4 WA 4 (TOP) 12' 8' 12' a 1/2' 12' 72' 7r 9' 72' 9' WA WA 4 (80770(0 72' WA 12' WA 72' WA 12' N/A 12" WA WA WA 8 (RP) 12' J' 11' 4 7/2' 72' 9' 12' 6' 72' B' WA N/A 9 (801•011) 12' WA 77' WA 72' WA WA WA 12' WA N/A WA 8 (TOP) II' N/A 12' N/A 72' N/A WA N/9 70' WA WA WA 9 (BOTTOM) r WA 9 7/2' WA 10 1/r WA WA WA 9' WA WA N/A 7 (077/9071844) WA WA N/A WA /r 12' 72' r' I2' 8' 72' 12' 8 (707/8077011) 0 -750 72' WA 19' WA 12' WA 12' WA 72' WA WA N/A 1 (0P) 711'-0' 0 7'-6' 12' r' re D' 12' 17' 72" 7 7/2' 72' 7' Ir t2' 7 (2.0106) 12' WA 7.2' WA 12' WA 72' N/A 72' WA 12' 12' 2 (0P) I2' 6 7/1' Ir 8' 12" 72' 72' 7 1/2' 12' 7' WA WA 2 (BOTTOM) 12' WA 12' WA Ir WA 12' WA 72' WA WA WA 3 (TOP) 12' 8' 12' 5' 72' 11' 12' 7 1/2' 12' 7' WA WA 3 (BOTTOM) 12' WA 7r WA 12' WA 12' WA 12' WA N/A N/A 4 (07) ' 12' e' 11. 9' 12" 11' 12' 7 7/2' 12' 7' WA WA 4 (807700 12' N/A 72" WA 12' WA 7r WA 12' N/A WA WA 5 (TOP) 10 1/2' 3 1/1" 7' 4' 12' a' 12' 4' 70 1/2' 4' WA WA 8 (BOTTOM) 47 7/2' N/A 11' WA 12' WA WA 11/4 10 7/2' WA N/A WA a (0/7) 9' N/A 7 1/2' N/A 0 4/2' WA WA WA 8' WA WA 474 6 (8071011) 7 7/2' WA 9 1/2' WA 8 I/2' WA N/A N/A 7' N/A WA WA 7 (TOP/80708) WA WA N/A N/A 72' 8' 72' 6' 12' a' 12' 12' a (r4P/2070M) 72' WA 71 1/2' N/4 71' N/A 7r N/A 12' WA N/A WA 7 (707') >7'-8' 0 2-6' 12' 2' 11 1/2' 4 1/1' 12' 9' 79' 8' 12' 8 1 /2' 12' 12' 1 (BOTTOM) 72' N/A 11 1/2' WA 12' N/A 72' WA 72' WA 12' M' 2 (0P) 72' 3' 11 1/2' 4 7/2' 72' 9' 12' 6' 11' 8 1/r WA WA 2 (BOTTOM) 72' N/A 11 1/r WA 12. WA 12' WA 72' WA WA WA .7 (IOC) 12' 5' I1 1/2' 4 1/2' 12' 9' 72' r' 71' 8 1/2' WA WA .1 (807706) 44 -70.0 72' N/A 11 1/2' WA 15' WA 12' WA 72' WA WA WA 4 GOP) 12' 5' II 7/2' 4 1/1' 12" 9' it 9' 7r 0 1/2' WA WA 4 (80•04) 12' WA 11 1/2' WA 72' N/A 7.9' N/A 72' WA WA WA 5 (TOP) e WA 5 I/2' 3' 79' 4 1/9' 70• 3' 8' 3' WA N/A a (801104) 70' N/A 70 1/2' WA 11" WA WA WA 9' WA N/A N/A 8 (TOP) 8" WA 7' WA B 1/2' WA N/A WA 7' WA N/A WA 8 (89600 7' WA a 7/2' WA 7 I/2' WA WA N/4 9' WA WA WA 7 (7 0 77/8 0 71011) N/A N/4 WA WA 12' e' 72' 0' 72' 8' 12' 11' 8 (TOP/807709) (UM DESIGN PRESSURE RAMO 'r (y.B.L) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • • SEE NOTES ON SHEET B & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS. •• MINIMUM ANCHOR SPACING LISTED BELOW ARE AS PER MIN. EDGE DISTANCE SCHEDULE. FOR E.D. LESS SCHEDULE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR ?MOON CRETE -FLEX SS4 d FEMALE PANELMATE PANELMATE PLUS CALK -W S0U0 -SET Mk ,poring -3' IG1. 9padnga)' 787. rpoc494' Mk valve M. IpNmy 2 1/2' 1480 9p0e6p =3' 1 1/2° .35 .50 - - - - 2 1/2' - - - - 0.50 .63 3° 1.00 1.00 - 1.00 0.63 - 3 1/2' - - 1.00 - 1.00 1.00 d REDUCTION FACTOR APPLICABLE FOR POURED CONCRETE ONLY. E0. = EDGE DISTANCE •• MINIMUM ANCHORS E.D. SCHEDULE ANCHORS TYPE MINIMUM EDGE DISTANCE (E0.) CONCRETE C. BLOCK 1 /48 07POON 3' 3' 7/4"9 PANFLMATE FlyNLE 10 3' 3 1/2' I /4'9 PAWWL4TE PLUS 3' 3 1/2' 7 /411 CA.X -W 3' 4' 1/410 SOD -SOT 3 1/2' 3 1/2' MLAMI -DARE COUNTY PRODUCT REVISED 96H®plyl0g with 16.111afida Bald ng Code Aace Ammo rw o 0.0¢ E9pl Winn DWD /fa FBJtl1L-71 D COmttW 14414aY F.B.C.(High Velocity Hurricane Zone) FEB 181009 P.0 SEAL/S/ONA7URE /01472 01009 TILTED°, INC. IL ECOutic. \ 710017 TESTING a: E4°1NEIRING COMPANY O.S01 + (,08 gt rE . w (3aS L. m9a EB- 0008778 PPLL�a L4. 2 44707 0.030' THICK GALVANIZED BERTHA STEEL STORM PANEL MC.2. DRAWN 87, EASTERN METAL SUPPLY, INC. 4288 4725160.105 OR WEST PALM BEAM 7L 37407 02/04/09 DATE ae0:134104 AIM lb as 05 -079 2/4/99 09 -013 LIMNING Na 5NEET 7 Of 9 1/4' 0 LAC SCREWS 0 6' 0. C. W/ 1 1/2' Mnm THREADED P ETRATION 10 EXISTING WOOD HEADER 1 WOOD HEADER I REQUIRED FOR N SEPARATION TO ISEE �ED� ION SHEET 4 ALTERNATIVE 1 MR Mtn. SEPAR4170// 70 'SEE S � G OLASS ION 2907 4 ant. 7/8° 0 x 3//32' RING ® 2 0. C Cant 7/4' 0 LAG SCREWS 0 8' 0. C. W/ 1 1/2" LOn. THREADED PENETRATION TO EXISTING WOOD PLATE 2 x 4' WOOD PLATE REQUIRED ALTERNATIVE I NO FOR COMB1 AT7ON OF - TION2• WALL .MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1' It 2' x .725' QIIn.) Num. TUBE W/ 1/4' 0 1.410 SCREWS 0 6' 0. C. W/ 1 1/2' Men. THREADED P 170N 10 EXISTING W00D HEADER 1 WHEW 1,f0V77 Men. SEPARATION ITO DEMO MUSS SEE SCHEDULE 1034 SHEET 4 ALTERNATIVE 3 FOR M/n. ISEPAT191041 TO GUTS • SEE SCHEDULE ON SHEET 4 Cont. •or Q 74'x3 /.gT2 T5 W/ C- t. WIN NUT O 1Y O. a 2' x 4" W000 1/4' 0 LAO PLATE REQUIRED SCREWS 0 6' O. C. W/ t tETRATION G WOOD PULE ALTERNATIVE 4 FOR Dim SEPARATION 117 EXISTING GLASS SEE SCHEDULE ON SHEET 4 ALTERNATIVE FOR Mtn. SEPARATION I 7n EXISTING Om? 1 SEE SHEEOt2E O/ SHEET 4 ALTERNATIVE 6 WALL MOUNTING INSTALLATIONS SECTIONS A- SCALE 1/4' • 7' 0onti 1/4' 0 LAO SCREWS 0 6' 0. C W/ } 1/2' Mtn. THREADED PENETRATION TO EXISTING WOOD PLATE WOOD STUD 0 24° 0. C. REQUIRED ��9.� BOLTS W/ 72° 0. C. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS MOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND Max. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SCHEDULE FOR MM. SEPARATION TO EXISTNO GLASS SEE SCHEDULE ON SHEET 4 WOOD STUD 024'0.0. REQUIRED ALTERNATIVE 7 7 /5” 0 x 3/32' EV ERNUT D 0 12° 0. C Cont. I/4 Y- 2[03/4' SS 1.9)7 & ?WASHE Cont. 1/4' 0 /AG SCREWS 0 6' 0. C. W/ 1 1/2' Mk. THREADED PENETRATION TO £9ISTWG WOOD PLATE MIAMI —DADS COUNTY PRODUCT REVJBgf B� N9in¢ F/ with 66 al Ass /Ot6ase AVo O ` - 0330.04. Ex p+61mo Date By M . Dad F.B.C.(High Velocity Hurricane Zone) 02009 11L7EC0. Na IL E C O LIT TESDNO B ENO1NEER199 COMPANY FEB 18 2009 xK'» st tg „ =Alum ®- 0006718 PE SEtt /510NA7T/RF/A97E FLORIN Lk / 44767 0.030° THICK GALVANIZED BERTHA STEEL STORM PANEL Teay. DRAWN BD EASTERN METAL SUPPLY, INC. 4268 =TREADS DR WEST PALM 82404 FL 33407 02/04/09 DATE ex xo I armvnox ODD DOS 09 -013 DRAWING No OLD Oa-073 2/4/04 SHEET 8 OF 9 1/4. 0 LAG SCREWS 0 6' 0. a W/ 1 1/2' Min. THREADED PENETRA170N TO EXISTINO WOOD HEADER. Cant 1 /4'0- 20x3/4' S.S. BOLTS O 12' 0.0 W/ NUT a. WASHER ALTERNATIVE 8 IS a BOLTS 12/ 7//8'2 3 /32' WINO MIT 012' 0.0 1/e 0-20 S5. 1.1S 0. 01/' NUT &OWASVER 1/4' 0 1.40 SCREWS 0 6' 0. C. W/ , 1 /2' IDA THREADED PEYETRATION TO EX/STING WOOD PLATE. 2'o4' PIATE REQUIRED isliwassi 1 WOOD HEADER I REQUIRED FOR Mtn. SEPARATION 10 EXISTING GLASS SEE SCHEDULE ON SHEET 4 4' 0 -20 PANELMATE ID OR pANE7AO4TE PLUS 0 12' 0.0. W/ 1 7/8' Min. THREADED PENETRATION. 7/8' 0 x 3/32' WINO NUT 0 EVERY STUD 0 12' 0. C ALTERNATIVE 10 ISEPARATION 7O R 8 u • .—. 11 �. �I ALTERNATIVE 9 WALL MOUNT /N6 INSTALLATION SECTIONS A INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS' SCALE : 1/4' m 1" 0 0-20 PANELMATE E ID OR PARELMATE PLUS 0 12' O.c. W 1 7/8' Mtn. 1719E40E0 470E774477011 ALTERNATIVE 11 7/8 x //3 747NG ' NUT30 2" 12'0. C. ' SEE SCHEDULE 1 SEPARA1MTM ON to 1 EXI5nna GIA55 SEE SCHEDULE ON SHEET 4 COnL 2' x 6' WOOD DECK REQUIRED (HO LLO ED)H 1/4' 0 LA0 SCREW W/ 1 1/1 Mtn. 7NREA00 PEN 11047 0 4' 0.0 ALTERNATIVE 1 WOOD TRUSSES OR RAFTER 0 24' 0. C. REWIRED X 74 x 3/S 4' S S 951/2'-'0. InAn] fI . ALTERNATIVE 2 Mom. OESION LOAD.- ,t 61.0 Pet Max. PANEL 100772- 8' -0' ) CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS g SCALE NOTE FOR COMBINATION OF SECTIONS: FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. r'gx 4.2 r /B' (WA) 0/ (2) 5 f6 .01118E LAC TO EACH RAMA OR TRUsl 1004717 SCREWS AT ARDWIDTH OF C6,17N0 WOOD (2 1�i 2"11/4" Mln. DLIDIHED SS, PBOLTSS B x 3/32' WINO T Y 12° D.a W000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED • 11 .800' 0136.4's I $ S I 0 8' O. C. I sEpAnanotr 70 come GIASS SEE SCHEDULE ON SHEET 4 ALTERNATIVE 3 (Mex. °a a'ooe. Loom. _' o S.S. rl 4' x 1/8' (MOs.) 1.40 W/ (2) 6 r TOOTEAC 94FIER OR TRUSS 1004TE 771 0/F' 2 f f . iH70171) BOLTS W/ 7 /B`x 1/4' 01,40 SCREW 3/32' WINO HUT W/ 1 1/2 MIn. THREADED 0 72' 0,0 PENETRARON 0 4' O.C. ALTERNATIVE 4 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WINO LOADS AND Max. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF B. EXCEPT TWAT FOR ALTERNATIVES 2 AND 3 A Mao PANEL LENGTH OF 8' —O' AND A Max. DESIGN LOAD OF t 67.0 P5? SHALL BE USED. 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL MIAMI —DADE COUNTY PRODUCT REVISED Muting Coe Magnum Mat n0Rptuace Rj - 6330.04. E2piYatIon DBt Dh slo Dl.�viam FB.C.(High Velocity Hurricane Zone 02009 I717E00. s c. IL ECOINC.\ UT TESTING d: ENOINEERINO COMPANY u...m, vfar • 037, R S1I44 ED-0006719 Mir 1 WALTER A 44.67 FLORIDA ORl Lk. 44167 0.030' THICK GALVANIZED BERTHA STEEL STORM PANEL U.O.V. DRAWN BY: EASTERN METAL SUPPLY, INC. 4268 WESTRa40S DR. WEST PALM DEACN. FL 33407 02/04/09 DATE m.w 0000790 I 9D 83-873 Ma 9/4/x9 09 -013 DRAWING No serer 9 OF 9 P-6Afrp P tfio BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino's Window Corporation 6860 NW 75th Street Medley, FL 33166 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREEt,NJ1TE 1107 ¥IAM,I, FLORI!A33.150 -1563 (305)3'N-2902; FAX„,(301)•372 -6339 www .mail►tittatie.gov/ildingcodc • • • • •••• • •. • • • •••• •••• ••• • • • • • • • .• •• •• This NOA is being issued under the applicable rules and regulations governing th , deconstruction • • materials. The documentation submitted has been reviewed by Miami -Dade Conn Product Ccjgttal :Qivisiotr • • • • • and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Da e Gc my an$ other areal • 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 "Heavy Duty" Aluminum Single Hung Window - N.I. APPROVAL DOCUMENT: Drawing No W00 -26, titled "Heavy Duty Alum. Single Hung Window (N.I.) ", Sheets 1 through 5 of 5, dated 06/09/00 with revision "D" dated 08/12/09, prepared by A1- Farooq Corporation, signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LIMITATION: Miami -Dade County Approved Shutters Or Protection Devices Are Required. 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 renews NOA No. 08- 0422.10 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. • • • • • • 1-6,Pg.61 NOA No. 09-0618.02 Expiration Date: June 26, 2013 Approval Date: September 09, 2009 Page 1 Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • • • 1. Manufacturer's die drawings and sections. •.: Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. • • • • • •• • • •... •.•• • • • • .... .. • ..• • • •••• • .. •. • • ••.• • • •••• ••• • F. STATEMENTS • 1. Statement letter of conformance, dated May 21St, 2009, prepared byAl Fahoq:. Corporation, signed and sealed by Arshad Vigar, P. E. •.... • • • 2. Statement letter of no financial interest, dated May 21St, 2009, prepared bS:Ai'Farooq• Corporation, signed and sealed by Arshad Viqar, P. E. 3. Statement letter of changes, dated June 03`d, 2009, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. 4. Laboratory compliance letter for Test Report No. FTL -5834, issued by Fenestration Testing Laboratory, Inc., dated May 06th, 2009, signed and sealed by Michael R. Wenzel, P. E. 5. Testing agreement letter issued by Fenestration Testing Laboratory, Inc. (FTL) and Pino's Window Corporation, dated 05/27/08 for one year conditional approval, subjected to successful verification test, the final approval will be balanced of total 5 years. (Submitted under previous NOA No. 08- 0422.10) 6. Laboratory compliance letter for Test Report No. FTL -1433, issued by Fenestration Testing Laboratory, Inc., dated May 06th, 1996, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA # 00-0417.05) 7. Laboratory compliance letter for Test Report No. YY"1L -1433, issued by Fenestration Testing Laboratory, Inc., dated September 11th, 1995, signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA # 00-0417.05) . • • • • • • • • • • • • G. OTHERS 1. Notice of Acceptance No. 08- 0422.10, issued to Pino Windows Corporation for their Series "Heavy Duty Aluminum Single Hung Window — N.I. ", approved on 07/17/08 and expiring on 06/26/09. E -2 • Jaime D. Casco , P. E. Chief, Product Control Division NOA No. 09-0618.02 Expiration Date: June 26, 2013 Approval Date: September 09, 2009 • SERIES HEAVY DUTY ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 4 I/2" MAX. HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL 48 1/8" D.1.0. (FIX. UTE) 22" MAX. HEAD/SKI WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE • USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA MUST MEET • THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION., — NI F._=&= n II II ice_ = -= — i I 1I ____4F- _ O • - -IC____ ./ ,I •/ !' 1 48 I /8" MAX. D.1.0. 50 I /4" MAX. VENT WIDTH 53 1/8" MAX. WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT •• ••• • • • • • • • • • •• ••• •• • • • •• Engr. ARSHJD MAR CML FLA. PE 9 38883 1 • • A.N. 3538 • • • • • • ••• AUG 1 2 2009 • • • • • •• ° RODUCT REVISED fa+071yhg wit t to Sol eol lnSC -- • 228 ion 4/y _ .. . LI�IfR` i/� .0 Z 02 I v Ce O OG < 02 80,14/ E egg O z x 4 0 0 0 8 ia3 8 18 9a S 3 8 cc 8 8 14 draw ng no W00 -26 sheet 1 of 5 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • •• • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 3/16" ANN. GLASS 1/4" ANN. GLASS 3/16° TEMP. GLASS WIDTH HEIGHT EXT.( +) WT.( -) E1(T.( +) INT.( -) ExT.( +) INT.( -) 19 -1/8" INT.( -) 60.7 125.0 60.7 167.0 60.7 210.0 26 -1/2' 26' 60.7 125.0 60.7 167.0 60.7 210.0 37" (4) 60.7 125.0 60.7 167.0 60.7 210.0 48' 133.8 60.7 125.0 60.7 168.4 60.7 175.7 53 -1/8 100.0 60.7 117.8 60.7 149.9 60.7 154.5 19 -1/8' 87.9 60.7 125.0 60.7 167.0 60.7 210.0 26 -1/2' 38 -3/8' 60.7 125.0 60.7 167.0 60.7 210.0 37" (4) 60.7 125.0 60.7 187.0 60.7 185.1 48" 112.8 60.7 96.9 60.7 123.31 60.7 129.8 53-1/8 87.4 50.7 85.5 60.7 108.8 60.7 112.9 19 -1/8° 77.7 60.7 125.0 60.7 167.0 60.7 210.0 26 -I/2" 50 -3 /5' 60.7 125.0 60.7 167.0 60.7 172.3 37' (4) 60.7 115.8 60.7 135.8 60.7 135.8 48° - 98.1 60.7 79.8 60.7 101.5 60.7 108.0 53 -1/8 167,0 60.7 69.7 60.7 68.7 60.7 92.8 19 -1/8" 111,5 60.7 125.0 60.7 167.0 60.7 210.0 25 -1/2' 56" 60.7 125.0 60.7 167.0 80.7 210.0 37" (6) 60.7 110.8 60.7 141.1 50.7 151.1 48' 60.7 75.0 60.7 95.4 60.7 102.0 53 -1/8 60.7 65.2 60.7 62.9 60.7 87.1 19 -1/8' 60.7 125.0 60.7 187.0 60.7 210.0 26 -1/2' 63' 60.7 125.0 60.7 167.0 60.7 194.2 37" (6) 60.7 101.0 60.7 133.9 60.7 145.4 48" 60.7 70.3 60.7 89.4 60.7 95.8 53 -1/8 60.6 60.6 60.7 77.2 60.7 81.5 19 -1 /8' 60.7 125.0 80.7 167.0 50.7 207.0 26 -1/2" 74 -1/4" 60.7 119.3 60.7 158.4 60.7 158.4 37' (6) 60.7 85.6 60.7 112.0 80.7 124.1 48° 60.7 65.3 60.7 83.1 607 89.1 53 -1 /8 55.6 55.6 60.7 70.8 60.7 75.5 19 -1/8° 60.7 125.0 60.7 187.0 60.7 201.2 26 -1/2' 76 -1/8' 60.7 115.7 60.7 153.7 60.7 153.7 37° (8) 60.7 84.1 60.7 109.6 60.7 120.1 48' 60.7 64.7 80.7 82.4 60.7 88.3 53 -1/8 55.0 55.0 60.7 70.0 60.7 74.8 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. WIDTH u EQUAL UTES SIUCONE DOW CORNING 1199 3/15" ANN. GLASS OR 1/4' ANN. GLASS OR 3/16' TEMP. GLASS GLAZING 8EAD OPTIONAL GLAZING DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E(300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF 3/18" ANN. 1/4" ANN. 3/16' TEMP. WINDOW DIMS. CLASS GLASS GLASS WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 19 -1/8' 60.7 125.0 80.7 167,0 60.7 210.0 26 -1/2" 50 -5/8" 80.7 125.0 60.7 187.0 60.7 170.1 37" 60.7 101.2 60.7 133.8 60.7 133.8 48" (4) 60.7 75.1 60.7 100.0 60.7 109.9 53 -1/8 _ 60.7 65.3 80.7 87.9 60.7 94.7 19 -1/8' 60.7 125.0 60.7 167.0 60.7 210.0 26 -1/2" 60.7 120.6 60.7 167.0 60.7 210.0 37' S8" (6) 80.7 86.1 60.7 112.8 60.7 160.8 48' 60.7 68.1 60.7 87.4 60.7 106.6 53 -1/8 60.4 60.4 80.7 77.7 60.7 90.7 19 -1/8' 60.7 125.0 60.7 167.0 80.7 210.0 26 -1/2" 63" 60.7 97.2 80.7 138.5 60.7 192.3 37" (8) 60.7 74.4 60.7 - 98.1 60.7 148.4 19 -1/8" 74 -1/4' 60.7 125.0 60.7 167,0 60.7 207.0 28 -1/2' (6) 80.7 75.8 60.7 111,5 60.7 157.1 19 -1/8' 76 -1/8' 60.7 125.0 60.7 167.0 60.7 201.2 28 -1/2" (6) 60.7 73.6 60.7 108.7 60.7 152.5 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WIDTH t UNEOUAL UTES (ORIEL TYPE) ••• ••• • • • • • •• • • • •• • • • • • • • •• ••• •• ••• • • ••• Env: AR1HAD 90AR CMI FLA. PE 8 38863 ••• • • A.N. 3538 PRODUCT REVISED • • • • • 3t!! al C gg wga the Floods • • • • • • Aaeptanco• •• • • • • • • ••• My AUG 1 2 2009 D vfalon ... • z F z 9 rnz z 0 a m 9 8 g 13 � 95 ra 11 4 a O 4 "Din 11$ 0 OI< drawing no. WOO -26 (sheet 2 of 5 ••• • • • • •••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • ••• • • • • • • • • • •• •• • • IBY 91000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 0 E. X 0 1 TIONAL TO RING LATCH °a6 m/ 0 a TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE I MIAMI —DADE COUNTY APPROVED 11 MULLION & MULLION ANCHORS I SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. P 1BY W000 BUCK TYPICAL ANCPSORS SEE ELEV. • FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (Fu =I77 K51, Fy =185 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -3/8" MIN. EMBED INTO CONC. OR MASONRY 114 SUS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R12 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .090 °) (NO SHIM SPACE) TYPICAI EDGE DISTANCF INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE 1'e = 3000 P51 UIN. C -90 HOLLOW /FILLED BLOCK I'm = 2000 P51 MIN. SEALANTS; FRAME AND VENT CORNER SEAMS, FIXED MEETING RAIL ENDS, MUNTIN SEAMS AND INSTALLATION SCREWS SEALED WITH SCHNEE MOREHEAD SM5504 SEALANT. WEEPHOLES: • • • ••• • • • • • WI = 1" NOTCH AT•EACH F1 ••• • • ••• • W2 = 1-1/2" X I/4• WEEP •101 Ai EACH •ENI• • • WITH RIGID IASTIC•I!il" VAL ' • • • • • •• ••• • • • •• EnS' ARSHAO VICAR CIVIL FLA. PE 9 38883 • 0E4' 3538 • • • il- • •• /V • ••• AUG 1 2 2009 'LLODUCT REVISED eomplying wiLWl• Floriia ceN ••• • • • • • • • . • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• t • • • • • • • • •• •• • • Z 4 40 Off, • Ca.<8 .43a z 0 t E jaig 4 HEAVY DUTY ALUM SINGLE HUNG WDW. m z 0 $ Fa w K 8 w 8 to LO ra O h M m Z•LJ.. Z 0 c2 8 Sd 51 0 a 4 8 ooryg- n it O 8 8 4 8 40 1 0 y I ( drawing no. W00 -26 sheet 3 of 1/4' MAX. SHIM 1YPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPR,D CUPPED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH METAL STRUCTURE WI50011/ WIDTH 1/4" MAX. SHIM ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 2 3 PDH -501 1 FRAME HEAD 6063 -T5 - PDH -529 PDH -503 1 2 FRAME SILL 6063 -15 - FRAME JAMB 6063 -75 - 4 PDH -508 1 VENT TOP 6063 -T5-5 6063 -T5 - I - 5 PW -012 1 VENT BOTTOM 6 PDH -507 2 VENT SIDE 6063 -T5 I - 7 PDH -504 1 FIXED MEETING RAIL 6063 -T5 - 8 PDH -524 AS REOD. ROLL FORMED GLAZING BEAD (OPTIONAL) ALUMINUM - 10 - AS READ. FRAME ASSEMBLY SCREW - #8 X 1' PHPH 5M5 11 - AS REGD. VENT ASSEMBLY SCREW - #8 X 1° PHPH 5M5 12 - AS REQD. BULB W'STRIPPING VINYL - 13 P8- 8320 -187 AS RE00. PILE W'STRIPPING - WITH INTEGRAL PLASTIC FIN 14 PB- 8318 -187 AS REOD. PILE W'STRIPPING - WITH INTEGRAL PLASTIC FIN 15 - 2 FLAP VALVE PLASTIC - 18 - 2 SPRING AND PULLEY BALANCE - - 17 PDH -518 2 SNAP LATCH 4° LONG W/ SPRING 6063 -T5 6 FROM EACH END 18 - 2 CAM LOCK AT 12" FROM ENDS - - 19 - 2 2 -3/8' X 3/8° FOAM PAD _ ADHESIVE BACK EXTERIOR 0.L. OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 4131 W000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM 000 STRUCIER • • • • • • • • • •• •• ••• •• • • ••• • • • •• • Env: APSHAD V10AR CTAL FLA. PE Y 38863 • • O.A.N. 3538 • • • • • • • •• PRODUCT REVISED mplying waste Flan% n1":8 Code • AUG 1 2 2009 a fi• • • • • ••• • • • • • • • • • ••• • • • •• •• • • • ••• • • • ••• Ca 8.0 2 z h 5 5 aP 0 V h $ g8 cc 4 jI olo .g.I J Lfil u t ...J drawing no. WOO -26 cheat 4 of 5 • • • • • • • • • •• •• a - -- 2.238 1.126 .908 FIXED MEETING RAIL 1.374 VENT TOP RAIL SNAP LATCH .062 VENT BOTTOM RAIL 2.188 FRAME JAMB VENT SIDE RAIL FRAME SILL 3 FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER VFNT BOTTOM CORNER •• ••• • • • • • •• • o to • • • ▪ • •• ••• •• • • • •• Engr. ARSHIWAD Vtt AR C. FU. • • • • • • • .NPE . 638 38863 • ODUCT REVISED • • • • ffi lying .. So HOMO • • • 1° .C,,, • • -�- 802 •• • . • .�,A:°°,„ .�nr_yz. 201,.3 • • ••• �� AUG 1 2 2009 iii, n ,r, : Proeu-'coning`" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • UlY ALUM SINGLE HUNG WDW 0 n �y 3 a n' 0 a O Sn 8 c �1r k� L —1 drawing no. I w0O -26 (sheet 5 of 5 ) Miami Shores Viiiage Building Department RECEIPT PERMIT #: 319ATE: I, Zthrift ktt' Mono ❑ Contractor caner ❑ rc Picked up 2 sets of plans and (ot r) YIA0)44/ COW Ad ss: gO t4\N 1O?� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De +ment continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 1,01S1 PERMIT CLERK INITIAL: 652086 -1 BUSINESS NAME / LOCATION CH GLOBAL CONSTRUCTION LLC 15476 NW 77 CT 33016 MIAMI LAKES FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL. RECEIPT NO. 679120 -7 STATE* CGC1517652 287 OWNER CH GLOBAL CONSTRUCTION LLC WORKER /S Sec Type of Businesq 1 r�,IS 12,¢ AWALY CONTRACTO R BUILDING TAX RECEIPT. IT ES NOT PERK ThY MOWER TO %RE EXISTING REGULATORY OR ZONING LAWS OP THE COUPOY DOES IT TE: CITIES. MPT THE HOLDER FROM AMUO�SE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUAUFICA- nons. PAYMENT RECEIVED CO.I-D ER COUNTY TAX 07/29/2011 60000000273 000045.00 SEE O'T'HER SIDE DO NOT FORWARD CH GLOBAL CONSTRUCTION LLC HUMBERTO CHAVEZ MGRM 15476 NW 77 CT 287 MIAMI LAKES FL 33016 i, m,I111111,IIII111, 111„ i, 111„1,,,1,1„ti,1,I11,1111El1I1E • 'r-N3 �,� r;•.;•74 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 1042.6) 8310 SW 43rd Street • Miami, FL 33155 Phone: 305-221-3149 Date Address of Treatment or Lot/Block of Treatment Time Applicator Product Used Chemical used (active ingredient) Number of gallons applied Percent Concentration Area trreated (square feet) Linear feet treated T ' ( l 'Tteatmnt Stage of treatment (Horizontal, Vertical, Adjoining Slab, retteat of disturbed area) rec:3 !!9 f\,,4 As per 104.2.6- If soil chemical barrier method: for termite prevention is used, final exterior treatment shalt be completed prior to final building approval. Ifs notice Is for the final exterior treatment, initial and date this line /17/12 • k __VNYN XX% U "103,41.• ...NW Notice of Preventative Treatments for Termites lAs required by Florida Building Code (FBC) 104.2.6) • 1-1 /41 Date 8310 SW 43rd Street • Miami, FL 33155 Phone: 305-221-3149 Address of Treatment or Lot/Block of Treatment Time S.,173 7; Applicator 75 1 Product Used Chemical used (active ingredient) Number of gallons applied 17.3 Percent Concentration Arektrreated (square feet) linear feet treated !7' - - Stage of treatMent (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) - - zr; As per 104.2.6- if soil cherrdcal barrier method for termite prevention is used, final exterior -;„ treatment shall be completed prior to final building approval. If this notice is for the final aderior treatment, Initial and date this line 2 1 ce,..7am aia;‘,,a0 - - -