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RC-09-805Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 114029 Permit Number: RC -5 -09 -805 Scheduled Inspection Date: April 21, 2011 Inspector: Bruhn, Norman Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 20, 2011 For Inspections please call: (305)762 -4949 Page 2 of 12 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: Not Transferable POST IN A CONSPICUOUS PLACE 512.. ° Miami Shores Village hi_ l-tA Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle): Building i/,- Roofing Owner's Name (Fee Simple Titleholder) / 4 L L Owner's Address ran %t." I[: ; ,L , ,9 ; :`a S_ ! A � City f i', a `"x- rr! c ' ,-1.-, State r Tenant/Lessee Name Permit No. Fl b 7 -4K `L aster Permit No. Phone ## _: H'' Email , "! / Job Address (where the work is being done) �'�6` dd � dt;' �� . / City Miami Shores Village FOLIO / PARCEL # /1 Is Building Historically Designated YES NO Zip f-, Phone # County Miami -Dade Zip Contractor's Company Name Contractor's Address City L� Qualifier Name ' ,.�!' Flood Zone >ML'- Phone #, State State Certificate or Registration No. Contact Phone e7 F - Zip Phone # t' 'y__ 74,.' Certificate of Competency No. r' , E -mail / ?�, „/"?*- f I a Architect/Engineer's Name (if applicable) / e/ -/ Phone # Value of Work For this Permit $ (9Y R» o "I Type of Work: Z❑Addition Describe Work: ❑Alteration Square / Linear Footage Of Work: ✓�:` [New II ❑ RePair/Replace ❑ Demolition Om) iiL * * *****: *:x* : **x:** * * *** ****:x****= ees**** * ****** * *** * * *** * * ** *** * * * * ** x * **** *** ** qesil -LA Submittal Fee $ Permit Fee $ B / /) CCF $ . V. ” 4" CO /CC ArD © 6 Notary $ —1 ry Training/Education Fee $�� Technology Fee $��113� 2 Zoning $ V Scanning $ �� Radon $ �� DPBR $�� Bond $_3 )O Code Enforcement $ C3 Double Fee $ structural Review. $ 670/ By + 60 , at 6 0 Y en) -fr A4u Total Fee Now Due $ i,. 15 4.o See Reverse side -, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in . compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ` zj,20 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: u� i r,±, 22, KU__ gTF„�OP ��...- sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this • day of 7''16_%'��' , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: E-DROtET 1111 �._..e1 YY 82�. IN ITI s -r_ O N , W. ;p�. 15.$0F '# Print: My Commission Expires: ** * **:k*:k=k********* k* ***Xe3, * **ik**** ZsseXc*****, k*** **/******** �: e�X�k3�3s**** �ksk�k�ksk�k ** **�gok�kA:�k�k ****�R **** **** k�F:�k�k�kS��k** **: *** APPLICATION APPROVED BY 713 J ��VY /e' 7Plans Examiner Engineer (Revised 07/10/07) Zoning Clerk checked Miami Shores Village cR)1(9--- Building Department 3)5 -� CERTIFICATE OF.00CUPANCY CHECKLIST BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building 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 FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) HAPTER 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 laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic-or private water) Note: If house has a septic tank, approval letter is required from the health dept. SOIL COMPACTION LETTER - (density reports required) BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. Date c P ` ��7 chc- 1/20/05 Permit Number: RC -5 -09 -805 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 158536 Inspection Date: April 19, 2011 Inspector: Bruhn, Norman Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM Passed, - ---/r/7' Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 19, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) 3/31/11 Date 8310 SW 43rd Street o Miami, FL 33155 Phone: 305-221-3149 410 NE 102 ST Miami,F1 Address of Treatment or Lot/Block of Treatment 10 :00 am Time Alfonso Soriano Applicator Premise 75 Imidacloprid 10 Gallons Product Used Chemical used (active ingredient) Number of gallons applied . 0 5 °B Percent Concentration 70 LF Area trreated (square feet) Linear feet treated Horizontal & Adjoining Slab 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 fQr the final exterior treatment, initial and date this line 3/31/11 APR 1 9 2011 Delta pest Control 8310 S.W. 43 Street Miami, FI. 33155 Tel: 305 - 221 -3149 / Fax: 305 - 221 -0517 April 5, 2011 o Certificate of Soil Treatment (Final treatment - original) 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 lawn as established by the Florida Department of Agriculture and Consumer Services." The following property was sprayed /treated on March 31, 2011: 410 N.E. 102 STREET Thank you, C. Albert Acena INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab DATE INSP Columns (1st Lift) /, .7 /elf �r' Columns 2nd Lift �j,iAl Tie Beam ...,.."'"71,12:7A - Truss /Rafters Roof Sheathin. i %; .A Pool Deck Bondin• EZATTAI Windows /Doors Interior Framin•yINANWi Insulation %" i -22/d Ceiling Grid Footer Ground 12D wall '7: .. : Firewall Wall Roush Wire Lath Ceiling R _ Pool Steel Roug lf j� . Pool Deck Tele•h :Fie Roush Final Pool Tele• hone Fin ..l Final Fence TV Roush Ar% Screen Enclosure TV Final Ardeiz Driveway Cable Final Driveway Base Intercom Rough Tin Cap Intercom Final Roof in Pro•ress _____ ��VIria, Mo• in Pro•ress Final Roof Shutters Attachment Fire Alarm Rough gimnsumwwearsea Final Shutters FINAL rsr / ` Rails and Guardrails ADA com•liance FINAL° DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS A LL._ 4W/i��I • q. ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS 'ELECTRICAL INSPECTION DATE INSP Tem•ora Pole 30 Da Tem•ora Pool Bondin• Pool Deck Bondin• Pool Wet Niche Under. round Footer Ground Slab Wall Roush Ceiling R _ _ Roug lf j� . • Tele•h :Fie Roush Tele• hone Fin ..l L_ TV Roush Ar% —"Rralli. '%%wem TV Final Ardeiz Cable Rou• j Cable Final Intercom Rough Intercom Final Alarm Rou • h Alarm Final IM amoug rtearAri (e. Fire Alarm Rough gimnsumwwearsea Service Work WI/P%AN FINAL rsr / ` %, r INSPECTION PLUMBING DATE 4 INSP Rough Water Service 2nd Rou • h Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL iffig PLUMBING C MENTS INSPECTION MECHANICAL INSP Underground Pipe Roush HIE! 11) Ventilation Rough ressure Test inal Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Permit Number: RC -5 -09 -805 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 114006 Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM Passe ` J / ,r/ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 27, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 • U, S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 Al. Building Owner's Name PAUL BOUTIN SECTION A - PROPERTY INFORMATION Fort ny A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102°1D STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SEE FOLIO# 11- 3206 - 017 - 0610 " PB 15 PG 14 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'07 -N Long. 80°11'21-W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1407 sq ft b) No. of permanent flood openings in the crawlspace or enclosures) within 1.0 foot above adjacent grade 17 c) Total net area of flood openings in A8.b 2548 sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL Horizontal Datum: to obtain flood insurance. ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage 168 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes El No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025 C 0302 L Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/11/2009 9/11/2009 X N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date N/A ❑ CBRS ❑ OPA ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BM# D -159 Vertical Datum NGVD -1929 Conversion /Comments NONE a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12.6' Top of the next higher floor N /A. Bottom of the lowest horizontal structural member (V Zones only) N /A. 9 .8' 9.9' Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 9.5' 9.8' N /A. Check the measurement used. feet feet ® feet feet feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name PABLO J. ALFONSO License Number 5880 Title PROFESSIONAL SURVEYOR & MAPPER Company Name Royal Point Land Surveyors Address 61 Signat REET, # 321 City MIAMI LAKES FEMA Form 81-3 , Mar 09 State FL ZIP Code 33014 Date 02/23/10 Telephone 305 - 822 -6062 ,,/+ 0° See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LATITUDE & LONGITUDE OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS 10.3' AC SLAB ELEVATION 9.9' Signatu _ Date 2/23/10 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is e feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor - (elevation C2.b in the diagrams) of the building is _I feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is El feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. ® feet ❑ meters ❑ above or ❑ below the LAG. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. Photographs date taken: 2/23/10 3 Building Photographs Continuation Page For Insurance Company Use Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Permit Number: PL -5 -09 -758 1 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- 113296 Inspection Date: September 27, 2010 Inspector: Hernandez, Rafael Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Plumbing - Residential Inspection Type: HRS Approval Work Classification: Septic Phone Number Parcel Number 1132060170610 Building Department Comments SEPTIC AND DRAINFIELD FOR NEW ADDITION Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 27, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 STATE OF FLORIDA DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT 8: DOCUMENT 8: PR772902 PERMIT 8 :13 -SC- 981248 APPLICATION 8: AP921732 CONSTRUCTION PERMIT FOR: OSTDS Abandonment APPLICANT: Paul Boutin PROPERTY ADDRESS: 410 NE 102 St Miami, FL 33138 LOT: 10 BLOCK: 91 SUBDIVISION: PROPERTY ID 8: 11- 3206 - 017 -0610 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL. OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ ] GALLONS / GPD CAPACITY A [ ] GALLONS / GPD CAPACITY N [ 1 GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 1 GALLONS DOSING TANK CAPACITY [ ]GALLONS 01 ]DOSES PER 24 HRS (Pimps [ D [ ] SQUARE FEET SYSTEM R [ 1 SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ 1 FILLED [ ] MOUND [ ] I CONFIGURATION: [ l TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ 11 / 11 ABOVE/BELOW 113ENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: 0 T H E [ OM] INCHES [ ][ / 1[ ABOVE/BELOW ]BENCHMARK/REEERENCE POINT EXCAVATION REQUIRED: [ ] INCHES Have the tank abandoned in accordance with the following procedures:(a) The tank shall be pumped out(b) The bottom of the tank shall be opened or ruptured, or the entire tank collapsed so as to prevent the tank from retaining water, and(c) The tank shall be filled with clean sand or other suitable material, and completely covered with soil.Have the system inspected by the health department after it has been pumped and ruptured but before it is filled with sand and covered. R SPECIFICATIONS B Pedro N Ospina APPROVED ? . DATE ISSUED: Pedro N Unpin 05/08/2009 TITLE: TITLE: '4-4 41 Dade CHD EXPIRATION DATE: 08/04/2009 DH 4016, 10/97 (Previous Editions May Be Used) V 1.1.4 A2921732 SE-1 Page 1 of 3 0 DIVISION OF Environmental Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division 7769 NW 48th St. Suite 175 iami, FL 33166 Date Inspector Address Comments: E . 0 sTDS #f)� Signature DIVISION OF Environmental Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division 7769 NW 48'h St. Suite 175 ami, FL 33166 5� Date Inspector Address � /N7 1)c72 Z TDS #f) ..Z/7J., /7/4 ' Comments: Signatures - -'� - .'"VIVNNN ••■• ••••■• %.17■..M.4120 it..74;S%N20- ..48 .41, I I MI kij SeIZZZS4 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 -; Address of Treatment or Lot/Block of Treatment 1 1 Date Time - - - - -Applicator Product Used • Chemical used (active ingredient) Number of gallons applied Percent Concentration Area trreated (square feet) Linear feet treated r."1.`,17,7:$.0 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 .0.10M ta/zz.40ivil q NINZ6Z1?) s- 3)1 •-■ i I1 C .77?•74 F9 tiv 6.3 November 24, 2009 Building Official Miami Shores Village 10050 NE Second Ave Miami Shores, Florida 33138 RE: Permit: Contractor: Address: Owner: Dear Sir /Madame: Fr4r-4g r11 Colette Satchell & Associates, Inc. Architecture RC 09 -805 Coreno, Inc 410 NE 102 Street Paul Boutin I have inspected the entire engineered unit masonry including but not limited to: Mortar, horizontal reinforcement, filled cells, columns, beams, lintels, reinforcing steel, concrete pour, etc, and have found them in compliance with the approved plans and the Florida Building Code. Sincerely, '0 ----, Colette Satchell Architect Colette Satchel) & Associates, Inc. 1345 NE 180th Street, North Miami Beach, Florida 33162 Phone 305 788 0035 Fax 305 940 6553 AR 91714 AA26001390 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 114010 Permit Number: RC -5 -09 -805 Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: Density Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM Passed Inspector Comments J� `.// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 27, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 TESTING & ENGINEERING SERVICES. INC. FIELD DENSITY TEST REPORT Client: Paul Boudin 410 NE 102 Street Miami Shores, Florida Date: October 6, 2009 Job: D- 091020 Project Name. Addition to Residence Project Location: 410 NE 102 Street, Miami Shores, Florida PROCTOR DATA Proctor No. Soil Description Max. Dry DPnSity El um Moisture ( %j 8950 Brown Sand with Trace of Gravel 109.3 11.1 Required Com I action (%) 95 Test Depth Penetration (inches): 12 FIELD DENSITY TEST RESULTS Test Proc. No. No. Lift No. Dry Density Moist. Result 1 8950 lst Footing Line From East 2 8950 2nd Footing Line From East 8950 3rd Footing Line From East Footing Footing Footing 105.1 11.0 96.2 Pass 106.4 10.9 108.6 11.6 97.3 99.4 Pass Pass 4 8950 South Footing Line Footing 105.8 9.2 96.8 Pass Comments: Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 SW 131st Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 TESTING & ENGINEERING SERVICES. INC FIELD DENSITY TEST REPORT Client: Paul Boudin 410 NE 102 Street Miami Shores, Florida Date: October 6, 2009 Job: D- 091020 Project Name: Addition to Residence Project Location: 410 NE 102 Street, Miami Shores, Florida PROCTOR DATA Proctor oil Description � ' - . Dry Remit Optimum Moisture (°ro) 8950 Brown Sand with Trace of Gravel 109.3 11.1 Required Compaction ( %) 95 Test Depth Penetration (inches): 12 FIELD DENSITY TEST RESULTS % % Result Moist. 'Comp. 1 8950 1st Footing Line From East Footing 105.1 11.0 96.2 Pass 2 8950 2nd Footing Line From East Footing 106.4 10.9 97.3 Pass 3 8950 3rd Footing Line From East Footing 108.6 11.6 99.4 Pass 4 8950 South Footing Line Footing 105.8 9.2 96.8 Pass Comments: Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 SW 131st Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 e Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 114027 Permit Number: RC -5 -09 -805 1 Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM Passed T-je 1 il/e Inspector Comments • Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 27, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 CORENO, INC. 419 N.E. 142nd Street Miarrif Shores FL 33138 INSULATION / INFILTRATION CERTIFICATE PURPOSE: This form is provided to aid the contractor/ owner in complying with Building Division requirements. The form once completed will certify that the construction complies with the Florida Model Energy Efficiency Code and the applicable sections of the Standard Codes as required. This form is to be presented to the structural inspector at the time of final inspection. To be completed by permit qualifier/ owner: MASONRY WALLS: Manufacture Type Thickness R Value Manufacture Type Thickness R Value R- +- R- Ga'/ /1/ , 4 FRAME WALLS: FLOOR / CEILING: OTHER: 7 t 9 /q = /6-44; . G pv = Poo I do hereby certify that the building, equipment and systems referenced below, as governed by the Florida Model Energy Efficiency Code including, but not limited to, exterior envelope component materials, U values of the envelope systems, R value of insulating materials, size and type of apparatus and equipment, equipment and system controls and the data specified above are in conformance with the requirements of the Florida Model Energy Efficiency Code, the Standard Codes as amended and the permitted plans and specifications. Permit Number Site Identification A t E !O 5t2 e t I 6.v p .�- �,J�l /� Signature o ualifier/ Owner License # Type or Print Name of Qualifier /Owner Date CORENO, INC. 410 N.E. 102nd Street Miami Shores FL 33138 INSULATION / INFILTRATION CERTIFICATE PURPOSE: This form is provided to aid the contractor/ owner in complying with Building Division requirements. The form once completed will certify that the construction complies with the Florida Model Energy Efficiency Code and the applicable sections of the Standard Codes as required. This form is to be presented to the structural inspector at the time of final inspection. To be completed by permit qualifier/ owner: MASONRY WALLS: Manufacture R- /} r I E+ R- G e �l Type I° n L y c ja .14i1 �'�t- ®✓1 Thickness a. ie t/, _ / 1 R Value A.- C. Manufacture Type Thickness R Value FLOOR / CEILING: +1 i,t/A!, /L 6 eo/4A//i!1 //e-1 = 13- 3 A - /9 FRAME WALLS: OTHER: I do hereby certify that the building, equipment and systems referenced below, as governed by the Florida Model Energy Efficiency Code including, but not limited to, exterior envelope component materials, U values of the envelope systems, R value of insulating materials, size and type of apparatus and equipment, equipment and system controls and the data specified above are in conformance with the requirements of the Florida Model Energy Efficiency Code, the Standard Codes as amended and the permitted plans and specifications. Permit Number Site Identification R C - 5- ©9 - e oS '4//b /V G' S .t- Signature o ualifier/ Owner CC-3c---051,9q License # /nuL oa /TA) a q -; D l o Type or Print Name of Qualifier /Owner Date Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 114006 Permit Number: RC -5 -09 -805 Inspection Date: September 27, 2010 Inspector: Bruhn, Norman Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM Passe • ,� ,z2)7/7 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 27, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 %, S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name PAUL BOUTIN For Insurance Company Use: Policy, Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102N° STREET Company NAIC_Numbei City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SEE FOLIO# 11- 3206 - 017 - 0610 " PB 15 PG 14 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'07 -N Long. 80°11'21-W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1407 sq ft b) No. of permanent flood openings in the crawlspace or enclosures) within 1.0 foot above adjacent grade 17 c) Total net area of flood openings in A8.b 2548 sq in d) Engineered flood openings? ❑ Yes 0 No RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 168 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025 C 0302 L Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/11/2009 9/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile e FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date N/A ❑ CBRS ❑ OPA No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BM# D -159 Vertical Datum NGVD -1929 Conversion /Comments NONE a) b) c) d) e) t) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12.6' Top of the next higher floor N /A. ' Bottom of the lowest horizontal structural member (V Zones only) N/A. Attached garage (top of slab) 9 .8' Lowest elevation of machinery or equipment servicing the building 9.9' (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 9.5' Highest adjacent (finished) grade next to building (HAG) 9.8' Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. structural support Check the measurement used. feet feet feet ® feet ® feet ® feet feet feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name PABLO J. ALFONSO License Number 5880 Title PROFESSIONAL SURVEYOR & MAPPER Company Name Royal Point Land Surveyors Address 6175 NW 153RD STREET, # 321 City MIAMI LAKES lorfflr- Signatur State FL ZIP Code 33014 Date 02/23/10 Telephone 305 - 822 -6062 Few FEMA Form 81 -31, ar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LATITUDE & LONGITUDE OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS 10.3' AC SLAB ELEVATION 9.9' Signature Date 2/23/10 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is e feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor - (elevation C2.b in the diagrams) of the building is ► . feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is e feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are connect to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. 1Photographs date taken: 2/23/10 I FRONT VIEW REAR VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Permit Number: RC -5 -09 -805 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 156940 Inspection Date: January 01, 2999 Inspector: Dacquisto, David Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM Passed ,U2-g Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 07, 2011 For Inspections please call: (305)762-4949 Page 1 of 1 ISSN woosro. som MIN swam NMI w1w OININOM MIN 0. ItromMI aim 01 MIME gn .-1r -. per. 0 161110101C1 C4 S., NOMONI •r••�n o ps � 4 C1 CJ a 0 w PREPARED BY: Pilot /?OUflAJ DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: ffi,,.aG a WHEREAS, the undersigned ! U out' %� is/are the fee simple owner(s) of the following described property (Property') as Fa situated and being in Miami Shores Village, Florida: L t() j / —i1 1 0 1' $t Block Lot(s) s �/ of CT�es 4/ (Subdivision), riling to the pl�t thereof, as recorded the Plat Book as 5. % Page / "I of the Public Records of Miami -Dade County, Florida, (address) 4/M /td /02 i/,tite / /�% /i�/�I� 5A044.5 and CIau W �°n ,., ,a WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof V.1, c+ a- CL. ra a Ord to induce the Village to grant same: al .�`Sc !_ La CC NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /pox/Da) P o /H,4M/ hos .c Subdivision 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 declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning 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 only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect hand(s) and seal(s) to be affixed hereto on this day of /7 X egitfic4 Q IN WITNESS WHEREOF, the undersigned has/have caused 200_, 1 0/ 0 WITNESSES) ELE.t4/2A Oa. 4 AI z... Signature and Print Signature and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE according STATE OF FLORIDA,. COUNTY OF DADE 1 s =REBY CERTIFY t! this is a espy el the an day of AD29 /�— Official Seat COW and County Courts twin oils SS my hand H D.C. I I HEREBY CERTIFY that on this day personally appeared before me PAUL 3 ®at? 1 Jl/ who is personally known to me or has produced R /W AS 41 dc AiS A' (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for Signature rr�� and Print 4%1_ /3 0 077 i•J purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this 3 My commission expires: day e.,0 ifp or►; ,glvfl o,c STEPHANE 200 ssl 0 *4 0i� F%* vetp ES: Odobe rN *D48285792012 } 801 ihU tt0eri Swims NOTARY PUBLIC, STATE OF FLORIDA Permit Number: RC -5 -09 -805 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 114013 Inspection Date: September 27, ! 10 Inspector: Bruhn, Norman:, Owner: Job Address: 4 Project: Contractor: Coreno Inc Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments ADDITION OF MASTER BEDROOM AND BATHROOM J /Ct /// Passed Inspector Comments k. ,afrif" f Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 27, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 BOUNDARY SURVEY Property Address: 410 NE 102nd. STREET, MIAMI SHORES, FLORIDA, 33138 LEGAL DESCRIPTION: Lot 11 and the West 1/2 of Lot 10, Block 91, of "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" according to the plat thereof as recorded in Plat Book 15 at Page 14 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17- 6FAC), is "Residential High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein - described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) The surveyor does not determine fence and /or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction and bearings are based on Recorded Plat Book 15 at Page 14 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: # N/A of Dade County, FL. * Elev. = N /A' • •• ; ;; ;• 15) Flood Zone: "X" Base Flood Elev.: N/A as per Dade County, Floridan. FEMA Pagel Number: 120652- 0302 -L- SEPTEMBER 11, 2009 • •••• • • 16) This PLAN OF SURVEY has been prepared for the exclusive use of triENftities nafned he:Tara: • The Certificate does not extend to any unnamed party: • • • • .... • .. A.) PAUL BOUTIN • • • • • B.) • . • • D.) • SURVEYOR'S CERTIFICATE: . ..•• • I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17 -6, Florida Administrative Code. Field Date: February 23, 2010 Job# RP -10 -145 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 i forr L A N D S U R V E Y O R S , I N C1 . 6175 NW 153`d STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305 - 822 - 6062 * Fax: 305 - 827 -9669 Dnryc 1 of ') F:\BOUNDARY- SURVEY - NOTES \OOBOUNDARY - MIAMI- DADE- NTS.doc • F: \DRAWING \410 NE 102 STREET.dwg 02/25/2010 BLOCK CORNER_ 50.00' ©FlP. 1/2" No I.D. BOUNDARY SURVEY SCALE: 1" = 20' N.E. 102nd. STREET 261-ASPHALT' PAVEMENT 75' TOTAL RI l OF AY CONC ETER 22.5' PARKWAY FlP. 1/2" No I.D. 16.0 89'43 — // -11- 0.2 0.2' WALL 10.0' C 1 10.0' 6'20" HP. 1/2" No I.D. PLANTER 15.10' PORCH o 8.40' 1-`) ►1u.0 O 11.00' 0 8.35' 11.40'Ll °_'auto N 20.60 0 4'X4' 1 —STORY RES# 410 in ai 8 tri 1.0' 16.40' ao O U 7 7' .ice e . N BARBEQUE 1' ,8 8' 8 JACUZZI ro .n cv n 7.3' D :c / — N3.3' _WALKWA 0,43'40" // 5' WOOD /FENCE/ — it 18.75 CONC 6.3'x9.4' EAST 1/2 OF LOT 10 - BLOCK -91 ••••• • •••• • •. • • • •••• 5' /WOOD 5' WOOD FENCE -r- ••• • • •••1•• • 1 • ••• •• • • • • •••1•• • • FlP. 1/2" _ No I.D. o 75.00' 10' WIDE PAVED ALLEY - ° LOT -13 BLOCK -91 ROY/ — D LAND DURVEYDRD, IND. PHONE: 305 - 822 -6062 * FAX: 305 -827 -9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL. 33014 LOT -14 BLOCK -91 LEGEND OH Overhead Wire Line 1/ Wood Fence x Chain Link Fence O Iron Fence — — — Monument Line Centerline Property Line C.B.S. OH T 4 = Existing Elevations =Catch Basin ® =Water Meter eN = Electric Box 0 = Sanitary Manhole A = Sprinkler Pump =Wood Pole I31 =Conc. Pole 7¢( =Light Pole =Fire Hydrant A" =Water Valve =Inlet = Florida Power Light Transformer © =Cable Tv Box ® = Electric Meter Box III^ 111;111 LOT -15 BLOCK -91 A /C=Air Conditioner Conc. = Concrete C.B.S. = Concrete Block & Stucco D.E. = Drainage Easement D.M.E. = Drainage Maintenance Easement F.F.E. = Finish Floor Elevation F.I.P. =Found Iron Pipe /Pin F.I.R. =Found Iron Rebar F.N. =Found Nail F.N&D =Found Nail & Disc LM.E. =Lake Maintenance Easement (M) = Measured (P) =Plotted (R) = Record Res. = Residence SIP =Set Iron Pin /Rebar U.E = Utility Easement •• • • A =Arc BRG= Bearing CH =Chord A =Delta L =Length R= Radius T= Tangent • • • Page 2 of 2 4I10— r�a01- Miami Shores Village Building 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 ��^^ . Permit No. gl �m - gos Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: /L%, City: /GIZ) /k2 i 5 h « Tenant/Lessee Name: Email: SEP 2 7 2010 State: Phone #: Zip: 3 l 31 Phone #:3 U 5 7 S U 94 ( JOB ADDRESS: / /t' /)/t- / l6 ° ,�1 I ', City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes NO // Flood Zone: County: Miami Dade Zip: 33/37 CONTRACTOR: Company Name: /. / L /Vi) / /1 /c_ Phone #: Address: J.{ /4))/ A,! lj / 4:, . �, -/(- City: `i F,.7/,,., 1-1 State: // _�- ^� C�i Zi : -3 5 13 / 64, ,,,(1/1 ' C , %�/- Phone #: State Certification or Registration #: ((C - 6 5 e 6/ Certificate of Competency #: 1 Contact Phone #: 361; -7 7 6/1 'L% `7 d G Email Address: DESIGNER: Architect/Engineer: / 14 6)124-1 Phone #: Qualifier Name: Value of Work for this Perm Type of Work: ❑Addre Description of W Square/Linear Footage of Work: New ❑Repair/Replace til ❑Demolition CO ' ° '.. GH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * ** ****e ***** ** ** * ** ** *** ** Submittal Fee $ Permit Fee $ 2s CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review e �; e 9 TOTAL FEE NOW DUE $ t el 00 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 74' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / L v Owner or Agent si The foregoing instfument was acknovy�ledged before me this c 7 day of , 20 G by / //A u L 6'4/ ri •/ , day of who i p known . 's a or who has rodu 1 Y p �d� y Ve___ % who entification and who did take an oath. NOT '-il.'' Signature 2,2,2-z-4,- N.,. Contractor The foregoing inst went was acknowledged before me this p 7 e, /O ice, by r /'A-5) per .onally known to or who has produced rye edification and who did take an oath. N i AR PUBLIC: Sign: _I . L 1LJ �� `�° :a°� �' 1 �l` e ( Sign: n) Print: a � " Print: ;;� �: 0 My Commission Expires: ' < +� x` My Commission Expires: ,v � ';�* 4 ' ct,`' c,co• � e tc„ ♦ .J a >s . v -,ryt * * **** ��x *x°°x�x°x+�** ** **** *°x****** xis+**** a�° x* �x° x° xa°* a�+ ��x *�e°x�x+�°x�xx°**** *°x+��x�x** APPROVED BY 1 1 di, Vc/4 Plans Examiner c,� Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Clerk } Miami Shores Village Building 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): / )f-1 1 / "/; z ;17 Phone#: ;1 5 74 -9' Y9 Address: //// L9' Ai, / — City: �'�,.� ��,�� !� �� State: 1= Zip: Tenant/Lessee Name: Phone#: MYY 010 Pji Permit No. pL 2-6 - 7 317 Master Permit No. / 1 - - pq —0 Email: JOB ADDRESS: ////' /-. ,4/ / G' , -/2-( City: Miami Shores County: Miami Dade Zip: / .3 Folio/Parcel#: I s t h e B u i l d i n g H i s t o r i c a l l y Designated: Yes NO L - Flood Zone: 1.,!, CONTRACTOR: Company Name: Q c? Phone#: Address: / C C /G' fJ City: f '-7 7 12,---) Qualifier Name: ';-.7; State Certification or Contact Phone#: DESIGNS* Zip: 3 ;i U Phone#: Certificate of Competency #: Email Address: Phone#: Permit: $ end' Address DAlteratio ONew URepair/Replace of Work: - Square/Linear Footage of Work: 17 5 ' ODemolition a * * * * * * * * * * * * * * * * * * * * * *** *see******* * * * *F **** *a ire **** sit * *•***** * *a ******* *e* *eye ***** * Submittal Fee $ Permit Fee $ 75 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -61 • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) p/in Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 Signature Owner or Agent The foregoing instrument was acknowledged before me this day of A 1. /. , 20 f L , by IL/ r'�,�j < L S e -) who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: .P d�tPR '��p YRHLtI * �, MY COMSSION#130821579 EXPIRES: October 22, 2012 t0+,�opro* Bonded mmS grNOlayS�vkes My Commission Expires: Signs Contractor The foregoing instrument was acknowledged before a this J day of 416?/"1"--- , 20 %d d , by f O e-7.u4a, , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Y Z o STERNA owar * MY COMMISSION tOD828579 EXPIRES: Odober 22, 2012 ,00moo tow uiu Busgat tinny Belies Sign: Print: My Commission Ex ********************************* * * *** * * * * * * *** * * * * * ***#+6**** P *******B*** RJR**** * ************3******** ****** APPROVED BY 99'12 Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department's 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 • • ' Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical Permit No. GC T 5 -G (1- gY 6 Master Permit No. '- S - lJ y , Q 4; OWNER: Name (Fee Simple Titleholder): f ��'r /t -1 / �+ /4-1" Phone#:) t' Y 4'9(`Z' Address: % /,t' /2, /� C �1 . City: --21(..d,_62--ii-LA State: Zip: 7 l _3 cP Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: �,' / / ° � / City: Miami Shores County: Miami Dade Zip: 35/36(7- Folio/Parcel#: Is the Building Historically Designated: Yes NO -- Flood Zone: ;� CONTRACTOR: Company Name: /4 �! % � L� ,� � � � �� Phone#: Address: 6 (9 / /% % L' u City: 711 '(C✓.: L. ( 9 State: Qualifier Name: State Certifi Contact Pho DESIG Valu Zip: 7 -3 // tion #: C ' L — c 4'C 5,7",") Certificate of Competency #: `7 9 1' ' t t Email Address: ngineer: Phone#: this Permit: $ y - ,'n' Square/Linear Footage of Work: • °Address °Alteration New °Repair/Replace °Demolition Work: * **+r+ **** + ******** *********** * ***** *** Fees * *** ********* ** * * * *e *** * * * ** * * *** *** * *** * ** Submittal Fee $ Permit Fee $ 7J '" CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE$ I' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 11-Y Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /L J Owner or Agent The foregoing instrument was acknowledged before me this L,- day of %L ea-'— , 20 /4i , by ./ . (.;`)2 t ' , The foregoing instrument was acknowledged before Ile this sAy day of �d�i , 20 J by / 4-6— , who is personally known to me or 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: 451 :::?"1, STEPHANEDROLET * MY COMMIMON # DD 828579 EXPIRES: October 22, 2012 Sign: ire„ „se BondedThN Budge Notary Sobs Print: My Commission Expires: NOTARY PUBLICLY 0 a °,•••,4o STEPHANEDROLEi * MY COMMISSION # DD 828579 Q EXPIRES: O�ber22, 2012 Sign: "4OFVt� 11 Notary Services Print —� My Commission Expires: ***** *** ******** Bpi +P****Tk*+RM*****t+*#+B******** ******** ******* **** ******* * ** *** ********** R*+Rt***N+R*zI ****** **** /C/ APPROVED BY `� A,G' Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10t2009)(Revised 3/15/09) RC- S 091105 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F" Phone: (305)795 -2204 Fax: (305)756 -897 Inspection Number: INSP - 136584 Permit Number: MC -8 -09 -1348 Scheduled Inspection Date: March 02, 2010 Inspector: Perez, JanPierre Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Contractor: AFFORDABLE AIR & HEAT & ELECTRIC CONTRACTOR Phone Number Parcel Number 1132060170610 Phone: 305 - 770 -4167 Building Department Comments NC INSTALLATION FOR ADDITION 3 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 01, 2010 For Inspections please call: (305)762 -4949 Page 21 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address -1 :/ tr CityI-4W� ibr9,,¢,,,��: Tenant/Lessee Name Permit No. I DEC 2 2 2069 Master Permit No. State i 1� Phone # E -MAIL: 9 < , / ! e � . „. 1 _ _ Job Addres (where the work is being done) a ° ; City Miami Shores Village County FOLIO / PARCEL # 0 ` 1 '', t°; / 7i: le / Zip Phone # /; Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ,Qp ailArqr Phone # /) O'-2 �% ) Contractor's Address '$ I Igo '� 1 City rn 1 prrn al State Zip '3I 141 Qualifier Name jon freferry ,) Phone # /2J)(31-)0077-7 State Certificate or Registration No. eA 0DA-sj l D 1 Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration (New Repair/Replace � � Q Demolition Describe Work: 1 n 5 5 +c —, AlG v.i /C® 4ov4/ a -BY nnxxxx�xWWWWWWWWWW rxKxWW*I tFeesxxxXKxxraq: xxxxrr�xXxxxxnrKrrxr�rxxacx :xxr1r*ww Submittal Fee $ Permit Fee $ ?N„9/ �, ®� CCF $ CO /CC Notary $ .Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Zoning $ Structural, Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. t 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature %/ G a '� - ?'°" Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this %9 The foregoing i strument was acknowledged before me this day of Dec, 20 Mby /141' ., n , day of , 20 ar by Jon d l%, ti who is personally known to me or who has produced „/„,A.,,,,,4 �-� who is 2r who has produced I f ..; �'` °�aat►on and who did take an oath. ) as identification and who did take an oath. �� °t , �€ H i ific NOTARY PUBLIC: Sign: Print: My.Commission xpires: xxrxrxxiex xx, Yxxxxxx** t:xxx, txxxxxx4cxx x& ic*8:, t*x a': xcxxx, 4xxxxxxxxx ,taY9cd**trx,Fx wee xxxx,t,txxxx,l xxxtva* e*x,k xi: a':*******r **** •ussy keioN'Beating Winona papuo9 �a`,I b” ,, e � '69 ,l� # s, woo go0'- ��'-� �: r% A 1 03 AI 0OWS Di. d Veod .0109S NOTARY PUBLIC: -ussd rtieloN ieuo Si 069 a e toe 't unp sal d ltia d !o o e O WIN N UBn ri � 'w5`� 1. ires: �,,,,,, ", APPLICATION APPROVED BY: (Revised 02 /08/06) Plans Examiner Engineer Zoning 'e , ' PLUMBING Mr Lines Area Drains Backflow Bar Sink Bath Tub Qty PERMIT FEE INFORMATION FIRE SUPPRESSION B dots Boilers Can Wash Coffee•Urn Condensate er Disposal Drainnelds Storm Drinking Fountain Drywells Dumpster Drain Floor Drains Gras Outlets Grease Outlets Hand Sink Hose Bibb Ice Maker lnsta Hot Kitchen Sink Laundry Tray Lavatory Lawn Sprinkler Pool Piping Pool Heater Pot Sink — 3 Comp. Remodel — Repair Roof Drain Safe Waste Septic Tank Cony. Service Sink Sewer Tap Sewer Cap Shower Qty Sump Pump Trench Drain Urinal Washer Water Closet Water Heater Water Meter Water Service Water Softener Well, Irrig. Disposal Misc. or Other Double Detector Boat Dock Protection Dry Chemical System Fire Pump (Size) Fire Service (Size) Halon System Hose Outlets Jockey Pump Siamese Sprinkler Heads Standpipe Risers Other ELECTRICAL Switch Outlets Light Outlets Receptacles Fixtures Refrig. Outlet Oven Qty MECHANICAL Range Outlet Water Heater Outlet Space Heater Appliance Outlet Motors -0-1 H..P.* 1 to 3 H. P. 3to5H.P. P. A. / Voice System Sto10H.P. Security Alarm Transformer /Generator Signs Swimming Pool Fire Alarm Panels Service — New Services. Service — Change Size of Service No. of Meters Lights, SW/Recep/ Misc. A/C Unit Tons 5 Room or Wall Units Duct Opening Elect. Heaters KW Exhaust Fan Exhaust Openings QtY Condensate Drains W /Cooler/Freezer Reach -In Refrig. Cooling Towers S Process Piping S Restaurant Hoods Feet Ventilation Hoods Domestic Range Ao%ds Dryer Vents Spray Paint Booth Fireplaces Thermostat Smoke Detector Vay. Boxes Gas Equipment Fire /Smoke Dampers Others (List) • In addition to the requirements of this permit, there may be additional restrictions applicable to this property the public records of the county, and there may be additional permits required from other Governmental entities s that su h may W� end in Management Districts, State Agencies, or Federal Agencies. Air Conditioning & Electrical Contractors AffordcM;' CAC048111 WHERE QUALITY IS AFFORDABLE 515 N.E. 190th Street • Miami, FL 33179 Dade (305) 940 -0777 Broward (954) 987 -9943 EC0001140 HOME # 3c--75-4° oz fa FOFJMPPAIIIIIIIIIIIIIIIIIIIIII CELL # WORK # OTHER #: JOB NAME: STREET: ICa L a Z 's7• STREET: .. CITY: STATE: ZIP: f bc\ 7 Y' a 3 i► g? s` EQUIPMENT CONDENSER / PACKAGE MODEL SCHEDULE AIR HANDLER MODEL S.E.E.R. 0PEESI 4TING COST HEATER TONS ■ MANUFACTURER A rS(2' AM— /z , JU/ ®&CJ C' loo, -t, ,c 1 Boca, .N. ed CONDITIONS ARE NE Y ACCEPTED. YOU AUTHORIZED TO D0 THE WORK AS SPECIFIED. PAYMENT ,� B [ 4 : ,: ; 1 C S�— L,' /34/130.0i, V., Rn /0 -6- JOB DESCRIPTION: -:- ' 73, 0 3 .i' Li 1 , /e So, 7a/ C% t.� ` ! pr / p� /jar //S��/p do ry Si ` mss iti ". t /L .: /G- a i�®� 1 , 4J"r4,0 DESCRIPTION OF SERVICES PERFORMED AIR DISTRIBUTION: Ductwork will be designed, fabricated and installed in accordance with accepted engineering practices and in compliance with all building codes in force on above date. DUCTWORK: System of flexlfiber and /or ductwork with outlets and retums. Subject to modification according to structural or other requirements. LABOR WARRANTY: Service will be provided free by us for a period of A / B C year(s) from date of installation during regular working days & hours. MANUFACTURER WARRANTY: Parts Warranty (Yrs.) A /0 B /0 C Compressor Warranty (Yrs.) A /0 B C EXTENDED WARRANTY: Provided through for year(s). AFFORDABLE AIR & HEAT, INC. WILL PROVIDE: INSTALLATION OF EQUIPMENT REFRIGERATION LINES ( ) OR FLUSH (>() GRILLES (4 ) RETURNS ( FEE(S) & PLANS, IF REQUIRED DRAIN PIPING ( ) OR FLUSH V) AIR HANDLER SUPPORTS CONDENSATION PUMP EMERGENCY FLOAT SWITCH HURRICANE TIE -DOWNS CONCRETE SLAB YES NO El EXISTING Ct� Title to the above merchandise remains with Affordable Air and Heat, Inc. (seller) until paid for in full. In case of default in any terms of this contract, the seller shall have the right to take immediate possession of said merchandise and full amount Of the purchase price then unpaid shall become immediately due and payable at the seller's option without notice or demand. All monies paid shall remain with the seller as liquidated damages. In the event the services of an attorney are required to enforce the interest of the seller, the purchaser shall be required to pay all reasonable attomey's fees together with interest and all costs thereto. No warranty service shall be performed on accounts with an outstanding balance. Labor warranty excludes, existing ductwork, existing electrical systems, and maintenance related repairs. In the event the purchaser refuses to allow seller to commence work after the contract has been executed, purchaser shall be responsible to the seller for 25% of the total price as liquidated and agreed damages. Seller shall not be responsible for any existing building or electrical code violations. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the contract specifications involving extra costs will be executed upon written orders and will be subject to charges over and above this estimate. Initial Here YES THERMOSTAT CARPENTRY ❑ BALANCE AIR FLOW REMOVAL OF JOB SITE DEBRIS [�] ELECTRICAL WIRING (POWER CONTROL) ❑ CONNECTTO EXISTING SERVICE /PANELS ®' INCREASE ELECTRICAL SERVICE AMPS ❑ OTHER ❑ OTHER ❑ OTHER ❑ NO 0 0 0 0 EXISTIN( 0 COST REBATES /CREDITS TOTAL COST A /P a /Ga cl' ma 12.thArt5 74,0 (5-- FP4G Reg AT1 'CM o ' r 6 , 97 B f bc\ 7 Y' a 3 i► g? s` i9 c 5C -S Cv C Sys rL ► G6t,a.L,Fy 61/ fifz7 eAte#26y j» evt_ .. kp T0`-C '/Too e` Payment to be made FINANCING AVAILABLE .o, deposit, balance as follows: - tom) c. upon start-up. r:. This THE Option Authorized Company proposal subject to ABOVE PRICES, SPECIFICATIONS AND Chosen 4 Signature Signature A.4,11 Date / ..,,//7,®i acceptance within days and is void there after at the option of the seller.. WILL BE MADE AS OUTUNED ABOVE. Date n /9-6/9 CONDITIONS ARE NE Y ACCEPTED. YOU AUTHORIZED TO D0 THE WORK AS SPECIFIED. PAYMENT www.ahridirectory.or; This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2010. Certificate of Product Ratings AHRI Certified Reference Number: 3472275 Date: 12/21/2009 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 126ANA060 -A Indoor Unit Model Number: FV4CNB006 Manufacturer: BRYANT HEATING AND COOLING SYSTEMS Trade /Brand name: LEGACY 16 PURON AC Manufacturer responsible for the rating of this system combination is BRYANT HEATING AND COOLING SYSTEMS Rated as follows in accordance with AHRI Standard 210/240 -2006 for Unitary Air- Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI- sponsored, independent, third party testing: Cooling Capacity (Btuh): 59500 EER RatinCooling): 13.40 SEER Rating (Cooling): 16.50 A * following a rating indicates a voluntary rerate of previously published data, unless accompanied with a WAS which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database: or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate.' Zink and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed below. 2009 Air - Conditioning, Heating, and Refrigeration Institute u AIr- CondRioning, Heating, and 01%11 01%11 �■ Refrigeration Institute � CERTIFICATE NO.: 129058908031340229 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.RCTRICAL 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 constructio whose property is subject to attachment. Also, a certified copy of the recorded noti for the first inspection which occurs seven (7) days after the building permit is inspection will not be approved and a reinspection fee will be charged. Signature 42-ef-- 2„1 Owner or Agent The foregoing instrument was acknowledged wledged before me this day of "(G%r'i�,20[�%j,by `1� /�°�.o -z�ld who is�ersonally knownn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature ten law brochure wil of commenceme nt ed. In the ab The foregoing e delivered to the person •e posted at the job site h p ted notice, the ContrW tor was acknowledged before me this , day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: • YP�p, Sign: Print: My Commission Expires: ********************************** * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** APPLICATION APPROVED BY Plans Examiner Engineer (Revised 07/10/07) * * * * * * * * * * * * ** Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) Owner's Address II/ 0 E , % t „,.�2 City /I`! (:-1'V ( j/1 ?'. State Tenant/Lessee Nam J ,v/ f' Email - ' ;7777711.n r Auu 12 2009 BY: ) Permit No. MC � --1 u 4 (4Y Master Permit No. P COC:i Phone # 36"5-- 7 � l / �% Zip .3 3i 3i: Phone # Job Address (where the work is being done) / / /r'i ,' / Q) .2 57>d2„7-- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # //— 3 r,2.1,") ( 0 / 7- 66/(3 Zip 3 J %,5' e'er Is Building Historically Designated YES NO Flood Zone Contractor's Company Name - (e41,47.11 f7`' 1241-1)- C' Phone # City a VAC; State I- G-- Zip i4 Qualifier Name a�� j 5V L 4() Phone # Contractor's Address State Certificate or Registration No. Certificate of Competency No. Contact Phone 'f/ 74i -1) Lf " (✓l 12 E -mail Architect/Engineer's Name (if applicable) r1 ,T ��`� ; t"\ Phone # '`1) " ` � - 34 /A) Value of Work For this Permit $/ t37-, ( >, Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees**********:** * * *: * * * *s * ** * * * *: * ** * * * * * * * * * ** Submittal Fee $ Permit Fee $ o 75" CCF $ P CO/ Notary $ Training/Education Fee $ led Technology Fee $ / 11 Scanning $ 0 Radon $ DPBR $ ( Zoning $ Bond $ O Code Enforcement $ C) Double Fee $ V Structural Review. $ Total Fee Now Due $ Tic) X41 See Reverse side --> Miami Shores Village 118" �d� Building Department M�,R °^ 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 >,o Tel: (305) 795.2204 Fax: (305) 756.8972 �i� " "' INSPECTION'S PHONE NUMBER: (305). 762.4949 BUIL DING PERMIT APPLICATION FBC 20 Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) r( t-C Phone # Owner's Address l// t Alt / Q .r City W 6424.4' 424_ Silo/2p, State FL Zip 3 3/3 Permit No. Master Permit No. 6c- Tenant/Lessee Name Phone #30 5 - 73-9-0 `, - go Email Job Address (where the work is being done) / //) N / G 9- ,-�� City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building'$istorically Designated YES NO Flood Zone Contractor's Company Name j fL Gt-��C 8 �''A� 'CiZPh Contractor's Address C C 0 I 3 ® ST j 5 t_ 11'1 City ;"0-1"4-4A, JA-4 State .F-1- Zip %C3 1 4 Qualifier Name 4.1,-/ 1 1 t p A -. Phone # C=S- L State Certificate or Registration No. l C - C 13 0 O 2 Certificate not Competency No. 4-7:- C, 1 a O% -7-, 0 Contact Phone 6 2 1 (. 2. I '� E -mail �t �-l_5 L Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3 0 6 Square / Linear Footage Of Work: Type of Work: DAddition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe W ork: G� v �✓!i� ,7®z �.�/I (�t✓ � ) - s * * * * * * * * * *. * * * * *. * * * * * * * * *. * * * * * * * * * ** *Fees * * * * * * * * ** * * * * * * * *. *x * * * * *... * * *. * * *. * *. * * ** I 00, Submittal Fee $ Permit Fee $ Notary $ Scanning $ 3 00 Radon $ Double Fee $ Structural Review. $ Total Fee Now Due $ C6 + 30 Training/Education Fee ti)' .g. CCF sow CO /CC $ DPBR $ Violation date: Technology Fee $ kO Bond $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged be ore me this . 3 The foregoing instrument was acknowledged before re this --s �� erg_:, �� day of ./ , 2010, by ` 1 �i , � � , day of /ii , 20 / , by 0.--/ .. who iqiersonally kno 9 me or who has produced who i . ersonally known me or who has produced As identification and ,�who �}did take an oath. '(PRY pU84P STEPHANE DROLE T NOTARY PUBLIC; ' MY COMMISSION #DD 828519 EXPIRES: October 22, 2012 Bonded rim Budget Notary SBMces Sign: Print: My Commission Expires: 440F FLAP APPROVED BY as identification and who did take an oath. NOTARY PUBI0eei, STEPHANEDROLEr MY COMMISSION 8 DD UM EXPIRES: October 22, 2012 Bonded Thru Budget Notary SeMces 44. pc Sign: °f Print: My Commission Expir IMF ans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC- 6-09405 CL Inspection Number: INSP- 137234 Permit Number: EL -3 -10 -348 Scheduled Inspection Date: March 08, 2010 Inspector: Devaney, Michael Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: KLEAN POWER ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1132060170610 Building Department Comments -LOW VOLTAGE- INSTALLATION OF FIRE ALARM SYSTEM, TV, PHONES & CABLE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 05, 2010 For Inspections please call: (305)762 -4949 Page 27 of 30 Miami Shores Village Building 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 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING. Permit No. / L— G' %”- 6 e) Master Permit No. a! - 0 (I° 00 4 Owner's Name (Fee Simple Titleholder) }196%,(412 ; /4 Phone # Owner's Address 1/ 6 %d, , /0 G p /Mel- City--77/0414.1 ! State Fj_ Zip 3 3 /3 g Tenant/Lessee Name Phone # 3/./ 79() Email Job Address (where the work is being done) y/O kit /0 p City Miami Shores Villa • e County Miami -Dade Zip FOLIO / PARCEL # i /- 3 p a C -'L'/ 7' I? ('/ b Is Building Historically Designated YES NO, t _ Flood Zone 44), V 6 /(44/C.._ Phone # Contractor's Address ` r(�" V/ �r ;f./2(2,21- City -�i�/� '° Y ✓ /%tier;, d� 2 State Zip 5 /3 r Qualifier Name J 4) / , „,, Phone # State Certificate or Registration No. et; C 'Contact Phone , 0 -`° 76- ' - p /6 t iArcltitel`tBngineer'sName (if applicable). • • • '� a.� a Value of Work For this Perttiit $, . A Type of Work: ['Addition Describe Wock: z ['Alteration Certificate of Competency No. Email e r � hone° # Square / Linear Footage Of Work ' [New RepairtRiplace ® Demolition s ** * * * * * * ** ** * * * *x * * ** ** * * * * * * * * ** * ** ** Fees *** * * * * *** ** * * * * ** * * * * * * * * ** **x * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 10 • 7 9' Training/Education Fee $ CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse side —> .;AN21" Amu vi003 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature j� � 444' ' / / Owner or Agent The for oing instrument was ack)wled fed be day of�, 2010, by lol per nally known to m- or who has produced �� (XO• L.�' -' '� cation and who did take an oath. �4 ✓� Signature Contractor e me 1(4 The fore • g instrument was ackno edged . efo day of , 20 10, by r / J who is personally known to me or -who has produced •4 t n and who did take an oath. NOTARY PUBLIC: NOTARY P Sign: LIC: Print:. My Commission Expires: Sign: Print: lye My Commission Expires: ZQ1' C,o,0oc APPROVED BY L�a�'CJ /a- /Q Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Engineering Cover Sheet 1 Job# 09061503 Date: 10/21/2009 This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. • • • • • • • . • • • • Customer Name: Project Name: Project Address: Building Authority: Design Load: Building Code: Software Used: Engineer of Truss Design Package Eduardo Vazquez, P.E. FL Reg. Eng. No. 53893 8876 NW 108 Lane Hialeah Gardens, FL 33018 (305) 817 -9652 CORENO INC. BOUTIN ADD. 402 N.E. 102nd ST. MIAMI SHORES FL MIAMI -DADE CO. FL 55 PSF / 146 MPH FBC 2007 HVHZ / ASCE 7/05 Alpine View 9.02.03.0610. Project Engineer of Record: •• • •••• • •t • • • • ••• • .. 000000 •• •• • 1 • •• ••• • • • • • i Engineering Cover Sheet Job# 09061503 Date: 10/21/2009 Page Truss ID Profile Date 1 T1 2 V16 3 V12 • r , 4 V8 fall 5 V4 ••• ••• • • • • •'• •• ••i • • • • • • • • • •• • • ••• • • • • ••• ••• ••• • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • •• • • • • • ••• ••••• ••• • • • • • i • • ••• •• •• • Page 2 of 2 Job: (090615IN . • top • iiord 2)01891%112 • Bot Chord 2x4 SP #2 . • •• 1. Webs 8ge'#3 • •:Lt ?edge SP1 #3::At •Wedgg 2x4 SP #3: • 4 �%tto m chord •checked F' ' 10 3)0 psf nor -ooncurrent live l ood . .614661Ind ISa .ccses onfillOg.truss hove o 1.33 duration Footor. • • . • • ••••• ••••.s • • •••••oo •••• :••••• • • • ••• • • • CORENO INC. /BOUTIN ADO. / T1 • 000 0.0 000 0" • • • 00000 • • •••••• • • •••• • •• • • • • • 12 10'4" se 4 p 4X5 _ 1.5X 1.5X4 � 3X7 3X4 (A1)� i B-12 .IP. ._4‘101■■•■•_ i1 3X4 (Al`„, 3X7 4X/ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTEO BY TRUSS MFR. 146 mph wind, 15.00 Ft meon hggt, ASCE 7 -05, PART—ENC. bldg, Located anywhere In roof, CAT II EXP C, wind TC oL °5.0 psf, wind BC OL °5.0 psf. Iw °1.00 GCpI ( * / -) °0.55 Component and cladding wind pressures considered for uplift reootlons. Deflection meets L/360 live and L/240 total load. 10'4" • 18'8" R =1153# U =1420# RL=159/-159# A"8" LEFT_ JIG T9= 10'11 "15 PLT. TYP. -WAVE OESIGN CRIT■FSCO7HVH2RES /TPI.2002 FT/RT-20X (0/) /10 (0) • R =1153# U =1420# W =8" OTY= 13 TOTAL= 13 OCT 2 3 2009 RIGHT JIG = 10'11 "15 SE0 = 423708 REV. 9.02.03.0610. &ALE =0.2500 MARTINEZ TRUSS CO., INC: 9280 N.W. South River Dr. Medley, FL 33168 (306)883 -6281 + +WARNING ++ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTRLLING ANO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR PROPERLYY ATTACHEDNSTRUCTURALNPANELS 'ANDNBOTTOMTCHORDSSHALLIHAVEDA HAVE CEILING. + +IMPORTANT ++ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGR ASTM 8653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0I THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI91I.ITY OF THE AMBLING OE,SIGNER. PER ANSI /TPI 1 -1995 SECTION 2. EDUARDO VAZQUEZ PROFESSIONAL ENGINEER STATE OF FLORIDR 453893 8876 NW 108 LANE HIALERH, FL 33018 TC LL TC OL BC DL BC LL TOT.LD. 30.0psf 15.. 0psf 10.0psf 0.0psf 55.0psf REF DATE 10 -21 -2009 DRWG 0/A LEN. 200800 DUR.FAC. 1.33 JOB #: 09061503 - SPACING 24.0" TYPE COMN J ob : (09061503) CORENO INC. /BOUTIN ADD. / V16 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM T41jS6•MFR'S LAYOUT Top ohord 2x4 SP #2 Bot ohord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non- oonaurrent live Iood. All wind Iood oases on this truss hove o 1.33 durotlon Factor. 146 mph wind, 15.00 Pt mean heqt, ASCE 7 -05, PART. ANC. b I dgg•,• d� keated ar kowinaMi in roof, CAT II EXP C, wind TC 01_...5.0 per, wind BC•BL� 5:0 par. Iw =1.00 • GCp 1 ( + / -1 =0.515 • • • •••••• •••••• • • Component and cladding wind pressures considered for Qplift•renotlons. • • Deflection meets L/360 live and L/240 total loa.••••• d •••••• •• • •• • • • • • •• •••• • • •••• • •••••• •• : LEFT ° JIG T6= 8'5 "3 PLT. TYP. -WAVE 0 1.5X4 5X4 16' 1.5X4 DESIGN GRIT- FBCO7HVHZRES/TPI -2002 FT/RT -20X COX) /JOCOI , 0 TY = 1 TOTAL= 1 • 000000 • • • • •••••• • • •••• • • R =111p1P 'U =131pIP RL =7/ -7p If. W =16' ••••• •' • ••••• • • ••• oo • • •••••• •� •••••• OCT 2 3 2009 RIGHT SEOG =- 12248 REV. 8.07.00.1218 SCALE =0.3750 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (305) 883 -8281 ++WARNING.. TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, VI. 53719) FOR SRFETY PRACTICES PROPERLY ATTACHEDNSTRUCTURRLNPRNELS ANDNBOTTOMTCHORDSSHRRLLIHAVE0A PROPCERLYOATTACHEDARIGID CEILING. • *IMPORTANT•• FURNISH R COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1-1995 SECTION 2, EDUARDO VAZDUEZ PROFESSIONRL ENGINEER STATE OF FLORIDA #53893 8876 NW 108 LANE HIALEAH, FL 33018 TC LL TC DL BC DL BC LL TOT.LO. 30.0psf 15.0psf 10.0psf O.Opsf 55.Opsf REF DATE 10 -21 -2009 DRWG 0/A LEN. 16 OUR. FAC. 1.33 JOB #: 09061503 SPACING 24.0" TYPE VAL 4ob:(O9061fl€ €• CORENO INC. /BOUTIN ADD. / V12 • i top•'brord 2x4•1131#2 • Bot 077 ord 2x4 SPX • .41% •:••••Webs 2V106li•U3 • • • i ottom ohord•ohecked Fpr •10.80 psF non - concurrent ••••• on this •truss have • •• •• 000000 • • •••• • • • ••••• • •••••• • 000000 • •• • • • • • All wind • • • liAg •noses • • •• • • 000 • • • • • ••• • •••••• • • • • • •••• THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wend, 15.00 ft roof, CRT II EXP C, wi GCp I C + / -) �0 ". b15 live load. Component and cladding o 1.33 duration factor. Deflection meets L/360 6' mean hggt, ASCE 7 -05, PART—ENC. bldg, L000ted anywhere In nd TC OL =5.0 psf, wind BC OL =5.0 psF. Iw =1.00 wind pressures considered For uplift reactions. live and L/240 total load. 0 LEFT_ JIG TS= 6'3 "14 PLT. TYP. -WAVE DESIGN CRIT■FBC07HVHZRES/TPI.2002 FT/RT - 200(0X) /10(01 QTY= 1 TOTAL= 1 R= 111pIF' U= 144pIF RL= 6 / -6pIF W =12' 0 7 2 3 2003 RIGHT JIG = 122464 REV. 8.07.00.1218..6�ALE = 0.5000 MARTINEZ TRUSS CO., INC: 9280 N.W. South River Dr. Medley, FL 33188 (305) 883-8281 **WARNING•■ TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. REFER INSTITUTE, TO INSTALLING MADISON, WI. 53719)UFORSSAFETTY PRACTICES PRIOR RERLY ATTACHEONSTRUCTURALNPANELS RNONBOTTOMTCHOROSSHALLIHAVE11 HAVE CEILING. +•IMPORTANT++ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST RNO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Oh THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 15 THE SHOWN. THE THETBUILDINGEDESIGNER.CPPEEROR5 1 /�R ANY i55RSEECCTIQN BUILDING EDUARDO VAZOUEZ PROFESSIONAL ENGINEER STATE OF FLORIDA 853893 8878 NW 108 LANE HIALEAH, FL 33018 TC LL TC DL BC DL BC LL TOT.LO. 30.0psf 15.0psf 10.Opsf O.Opsf 55.0psF REF DATE 10 -21 -2006 ORWG 0/A LEN. 12 DUR.FAC. 1.33 JOB #: 09061503. SPACING 24.0" TYPE VAL J ob : (09061503) CORENO INC. /BOUTIN ADD. / V8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM T Top ohord 2x4 SP #2 Bot ohord 2x4 SP #2 Webs 2x4 SP #3 146 mph wind, 15.00 Ft mean hot, RSCE 4.50 Ft From roof edge, CRT II, EXP C, Iw =1.00 GCpI(+ /-) =0.55 Bottom ohord oheoked For 10.00 per non- oonourrent live load. Component and oladding wind pressures RII wind load oases on this truss hove a 1.33 duration Footor. DeFleotion meets L/360 live and L/240 LEFT = JIG T4 = 4'2 "10 PLT. TYP.-WAVE 412 4 -..V 4' 1.5X4 8' .5X4 8 ,-__. DESIGN GRIT■FSC07HVHZRES/TPI -2002 FT/RT- 20X(OX) /10107 OTY= 1 TOTAL= 1 R4)2% OFR'S LAYOUT 7 -05, PART —ENC. bldg!•rjt• looatep yitin•in wind TC DL•ob.0 !psF, wind BC DL =5.Q part • • • • •••••• •.•••• oonsidered•For uplift 1- eaorions. • total load.. .8 *s• • •••• • •••• •••••• • •••••• • • •••••• ..•••• • • R= 111pIP U= 113pIF RL= 6 / -6pIF W =8' • •••••• ••••• • • •••• •••••• • • •••••• • •• •••••• OCT 2 3 2889 RIGHT SEOG == 122450 REV. 8.07.00.1218.BCALE = 0.7500 MARTINEZTRUSS CO., IN0 9280 N.W. South River Dr. Medley. FL 33166 (305) 883 -6281 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB -S1 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE PRIOR TOSPERFORMING3THESE FUNCTIONS.SUUNLESS OITE TOPFOR CHORDTSHALLCHAVES PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE PROPERLY ATTACHED RIGID CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0h THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RN2I /TPI 1-1155 SECTION 2, EDUARDO VAZDUEZ PROFESSIONAL ENGINEER STATE OF FLORIDA 853893 8876 NW 108 LANE HIRLEAH, FL 33018 TC LL TC DL BC DL BC LL TOT.LD. 30.0psF 15.0psf IO.OpsF O.OpsF 55.OpsF REF DATE 10 -21 -2009" ORWG 0/A LEN. 8 DUR.FAC. 1.33 JOB #: 09061503 SPACING 24.0" TYPE VAL Job: (09061543). • • i• • •• • • •• CORENO INC. /BOUTIN ADD. / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT •Boott•shord 2x4 SP #2 • • • •• : ei%m ohoi& • a• ked For. 10.460 psF non-oonourrent live load. • DePleotlon meets L/36( IN ve:and L/240 totol loud. ••••• •••••• p•v,• •••• • •••••• • •••• •••••• • • •••• • • • • •••ee • •••••i • • ••• •••••• • •••••• • •• • •••• • • • • • • 3X4 CD14)CII1) LEFT JIG = 2'1 "5 TAG = T3 PLT. TYP.-WAVE 12 146 mph wind, 15.00 ft roof, CAT II EXP C, wi GCpI (s / -) =0.55 Component and oladdin9 All wind load oases on MARTINEZ TRUSS 00.,1N0. 9280 N.W. South River Dr. Medley, FL 33168 (306) 883-8261 10..0 R1P17Pp1F U =124pIF W =4' DESIGN GRIT- FBCO7HVHZRES/TPI -2002 FT/RT■20X(071/10(01 O TY = 1 TOTAL= 1 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTRCHED RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING HRNOLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPISLICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200R RSTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPQNSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. mean hqqt, ASCE 7 -05, PART—ENC. bldg, Located anywhere in nd TC OL =5.0 psF, wind BC 0L =5.0 psF. Iw =1.00 wind pressures considered for uplift reactions. thls truss have a 1.33 duration rotator. OCT 2 3 2009 REV. TC LL EDUARDO VRZOUEZ TC DL BC DL BC LL TOT.LD. OUR.FAC. SPACING PROFESSIONAL ENGINEER STATE OF FLORIDA 453883 8876 NW 108 LANE HIRLERH, FL 33018 RIGHT JIG = 2'1 "5 8.07.00.1218.SCALE =1.0000 30.0psf 15.0psf IO.Opsf O.OpsF 55.OpsF 1.33 24.0" REF DATE 10 -21 -2009 ORWG 0/A LEN. 4 JOB #: 09061503 TYPE VAL c "in any way to Identify ti 10tation of temporary bracing. u , in *ntlations for handling, �. •;teifipdtary bradng of trusses. to f 7.A3 Guide to Good Practice for rlj'ia"tton- y_ fuss; DeSTgn Drawings may specify locations of -Went bracing on individual compression fier •'Refer to the f3CSI -B3 Summary ° i�t_z_ Nob Member Permanent Bradnolyyeb for more information. All other pc_Werfriedeht bradng design is the responsibility of the Biuilding Designer. NOTAS GENERALES HAND ERECTION — LEVANTAMIENTO A MANO Los busses no atin marcados de ningun modo que Idemtifique frecuenda o localfzadon de los aniostres (bradng) temporales. Use las recomendadones de manejo, instateddn y arriostre temporal de los trusses. Vea el folleto 8C51 1 -03 Guia de Buena Punchy oara el Manejo. Instalad:i y Arriostre de los Trusses de Madera Connectados cat Plans de Mraaloara pars mayor Informadon. Los dlbujos de dseno de los trusses pueden espedfiar las loalizadones de los ardostres• pernanentes en los mlembros individuates en mmpresl8n. Vea la hoja Dasimen 101-83 oars las aniostres oerrnanentes y refuerzos de log mlembros seorndados ,(webs) Para mayor Informaddn. El resto de arriostres pennanentes son la responsabfltdad del ' Dtserlador del EdiHdo. ," Q The consequences of Improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. El resultedo de un manejo, instaladbn y aritostre inadecuados, puede ser la aids de Ia estructura o aim pear, muertos o heridos. Trusses 20' or less, support at peak. Levante del pico los trusses de 20 pies o menos. Ur Trusses 30' or i� less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. Trusses up to, 30' Trusses hasty 30' - HOISTING — LEVANTAMIENTO i-7r Hold each truss In position with the erection egiripment until temporary bradng is installed and truss Is fastened to the bearing points. Sostenga cada truss en posidon con la gnra hasty que el ariostfe temporal este instatedo y el buss asegurado en los soportes. Do not lift busses over 30' by the peak. No levante del pica los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies Banding and truss plates have sharp edges. Wear Q gloves when handling and safety glasses when cutting banding. Empaques y places de metal tlenen hordes afllados. Use guantes y lentos protectores cuando carte los empaques. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS HANDLING — MANE)O Tagfne No permita pas de 3 pulgadas de pandeo por cada 10 pies de tramo. . Use spedal care In windy weather or near power tines and airports. Mike culdado especial en dies ventosos o cerca de cables electricos o de aeropuertos. Approx.1/2 truer, ;length TRUSSES UP TO 30' TRUSSES HASTA 30' Toe-In Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' . Levante de la cuerda superior los grupos vertimlesde:trusses. I'7f Check banding Revise los empaques U prior to moving . ,. antes de mover los bundles. paquetes de trusses. Locate Spreader bar above or adffback • m ld- height Avoid lateral bending. = Evite Ia flexion lateral. Ta BRACING - .411A„mAs Attadr 10' ox. rtmax. Spreads bar 213 to 314 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' ARRIOSTRE Q Refer to IiCSI -B2 Summary Sheet - Truss Installa- tion and Temporary Bradnq for more Information. Vea el resrimen BCSI -02 - Instaladdn de Trusses y Arrtostre Temporal pare mayor Infornaden. • Do not walk on unbraced truss. No camlne en trusses sueltos. Erdies Altered -% rornd.for qqppee week or more should ratsedat Blocking at 8' to 10' on center. - • • • Los paceVes almacenados en•la Berra por • una semana 8 C defier •ser•+1evagos • • can Itatues aoda8o10Iles. • • . •• • • • • • • • r 7( For long term rage, co�ount pre- _ ttJJ vent molsture gain, but alld' for vain atlon. Para almacen- ammento por mayor tiempo, • cubes h pi.que•tes are prevenir aumento • de Sunedasi per:permr ventijadon. • •.• • ••• • • • • [ 7f Locate ground braces for first truss directly 12-1 In line with all rows of top chord temporary lateral bradng. . . Coloque los aniostres de tlerra pare el primer truss diredamente en Iinea con cada una de las files de ardostres laterales temporates de la cuerda superior. Brace first truss well before erection of additional trusses. Top Chord Temporary Late Bracing (fCTLB) 2x4 mir .•a MAIM RACING FOR THREE PLANES OF ROOF • ARRIOSTRE EN TRES PLANOS DE TECHO 1 This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. rop CHORD — CUERDA SUPERIOR Truss Span Longltud de Tramo .Top Chord Temporary Lateral Brace (TCTLB) Spadng Espadamiento del Ardostre Temporal de la Cuerda Superior Upto30' Hasta 30 pies 10'o.c.max. 10 pies maxima . . • 30' to 45 • 30 a 45 ples 8' o.c. max. 8 pies maxim 454 to 60' 45 a 60 pies 6' o.c. max. 6 pies rnexlmo • 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies nretdmo , ' Consult a Professlonal Engineer for trusses longer than 60'. Consulte a un ingenlero para trusses de mas de 60 pies. • f See BCSI -B2 for TCTLB options. 1 Vea el BCSI -B2 para las opdones de TCTLB. Refer to par-B6 Summary Sheet - Gable nd Frame Bracing. Vea el resumer 13CSI B6 - Aniostre del truss terminal de un techo a dos i�ouas. h�; �•�� U "7 y) ' tr BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARR TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI -B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15' O.C. for 4x2 chords Diagonal braces . Permanent Bradna 10 or 1.5.' every 15 truss for Parallel Chord �G spaces (30' max.) ITn sses for more — information. �'4l• ��/ ��/ Vea d resumer •� 1 11111-1 e1 • * � r SCSI -87 - Arriostre s •'', • Unli��1 11�� 7 trusses decuerdas The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support 1 /f Tolerances for Out-of -Plane — Tolerandas para Fuera-de- Plano. LI — Length -- -1 Max. Bev. M ✓ Max. Bow �-7( Tolerances for u Out-of-Plumb.. Tolerandas para Fuera- de- Plomada.' Repeatdiagonal braces. Repite los arriostres diagonalest i?J Set first five trusses with spacer pieces, then add diagonals_ Repeat L-1 process on groups of four trusses until all trusses are set Instate los dnco pdmeros trusses con espadadores, luego los aniostres dlagonales. Reptta este procedimiento en grupos de oiatro trusses hasta que todos los trusses ester lnstalados. BOTTOM CHORD — CUERDA INFERIOR Lateral braces i �'�t�.� 2x4x12' length lapped 1�p \ over two trusses: 4 0 ``��+�`1 �- CONSTRUCTION LOADING — CARGA DE CONSTRUCCION - Q Do not proceed with construction until at bradng is yelp • MaximumStxidc Height; and properly in place. • for Materials on Trusses No proceda con la construedon haste que todos los arriostres . ester colocados en forma apropiada y segura. Gypsum Board 12° No exceda las maxims alturas recamendadas. Vea el resumer SCSI -84 Carga de Construedon pars mayor Infomradbn. Material! Ma Ii3h1(h) Gypsum Board 12° • Plywood or OSB t8' Asphalt !Shingles 2 bu dlao Concrete Block- B' —' ISa 34'tIaa high Diagonal braces - every 10 truss spaces (2' ) • 10' -15' max. Some chord and Web members not shown for darity, WEB MEMBER PLANE - PLANO DE LO5 MIEMBROS SECUNDARIOS • 414 Ivek, P. Web members. �1'� ` I•' II l :, ,,4P.4 ,4,, / 1` ►.: Loft "C'�� '►' 1r1rrr t \�rr 6) Do not overload small groups or single trusses. • • , n 13 �r No sobrecargue pequel' os grupos o trusses individuates. iziPlace loads over as many truscac as possible. i`' .. 1 , 1 Coloque las cargas sobre tantos trusses comer sea+posible. ,I �I II\ - I , ., i,„1 + 17f Position loads over load bearing wails. . lJ Coloque las cargas sabre las paredes soportantes. p, °r%.;, • ALTERATIONS.— ALTERACIONES 0 Refer to BGSI -B5 Sum1nary Sheet - Truss Damage. ]obsfte >Modlftcatlons and Installatlon Enos. Vea el resilrnenaBCSI,85 Davos de trusses. Modificadones en la Obra y Errrores de Instaladen. Do not'cut, alter, or drill any structural member of a truss unless spedflcally permitted by the Truss Design Drawing. • No carte, altere o perfore n(ngun miernbrb estructural de los ev ® trusses, a menos que ester especificamente permiHda en el dibujo del disena del truss. Q Trusses that have been overloaded during construction or altered without the Truss Manufadure's • • prior approval may render the Truss Manufacturer's limited warranty null and void. • Trusses gird se han sobrecargado durante la corsbved$n o hen sido alterados sin una a (rt previa del Fabrlcante de Trusses, pueden redudr o e ilr: r la graitfa deb �abrkante 4 • 1O' -15 max. same spadng as bottom dad • lateral bracing Diagonal braces every 10 truss spaces (20' magi.) Some chord and web members not sh6Ym ;[op•darlty. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! NOTE: The Truss [Manufacturer and Trus.Deslgner oust rely on the fact that the aid crone dyer if ppfir) are ka• paMe tr urdertalke the wort: they have agreed m do an a particular ject The raettanykquPed reflardili construction practices from a competent party. The methods and procedures outer& are to •uaa•tla as o tedmtques employed will floor and roof trueg q into place SAFELY, Thee handy, wood trusses are based upon the mrective experience ofieadry tedadcal pcsaus in r+dn�y. but must, duo: to the nature of respmalblittes Involved, be pry only as a 6Umffar use by a quailed Building DesignerorE bo r Da a Aohtract AO nut Intended that these n datIo s be Interpreted as superior to any design won (provided by etther the Berldbg Belittle; the Eredbn/bousllu as Contractor or otherwise) for handling Installing. and bracing wogdpusas and o •oS not prelude the use of serer equivalent methods for bradng and prodding stab ty fat 1Ca s and nNik•uR as hiS detsmtnwlby Ore truce Erection/Installation Contract= This, the wand Thos rauucd of AkRrba arm Muss Plate Marta uta disdabn•ny respmWbilty tat damages arising from the uae, appratlon, or relWnce an Me and IrdNnatlon beretn. • . . . y • . . 0 . . _ • kr. . Ill . • • • WOOD TRUSS co' UNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6390 Enterprise Lane •Madison, WI 53719 - 583 =nerds Drive • Madison, WI 5371. 4 . 608/214-4849'•www.wa�.tom ' • 6l/S- 0•i •p) org ! 4 L_..� r -rtnr, one A,' )c) �f:.i. E ..rl ? -r. !'1� py�.. sq:;=. 1A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153706 cc6 Permit Number: PL -8 -09 -1347 Scheduled Inspection Date: November 29, 2010 Inspector: Hernandez, Rafael Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: SAGE PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170610 Phone: (954)214 -3961 Building Department Comments PL WORK FOR ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 121928. FINAL INSP AFTER AS BUILT PLANS ARE APPROVED WITH REVISIONS INCLUDED November 24, 2010 For Inspections please call: (305)762 -4949 Page 20 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC. &•o9•goS c�— Inspection Number: INSP - 121928 Scheduled Inspection Date: March 03, 2010 Inspector: Hernandez, Rafael Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project <NONE> Contractor: SAGE PLUMBING INC Permit Number: PL -8 -09 -1347 Permit Type: Plumbing. Residential Inspection Type: Final Work Classification: A dition /Alteration Phone Number Parcel Number 1132060170610 Phone: (954)214 -3961 Building Department Comments Passed C�7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 02, 2010 For Inspections please call: (305)762 -4949 Page 3of31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OM-) 3+7 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) Owner's Address Y / /'' ii � n City 1;t0-,-.7‹,--f-1 '7 -7 State L- Tenant/Lessee Name r ii' / �y rr Email /) / ,� -' y t 1/1-1 1 l /- �' AUb 1 2 2009 J �. Master Permit No. ,UC)1, ° Phone # i' 6' Job Address (where the work is being done) '<./. > 4-' City Miami Shores Village FOLIO / PARCEL # - 6 - 0 P7 - Is Building Historically Designated YES NO zipP Phone # ;)/ ,x c� a 7 County Miami -Dade Contractor's Company Name Contractor's Address / City /?Y% / ✓ `14 .‘2,-, State � -7 Zip / P/ Flood Zone Phone # r ,l U F, t' ®a V °6 Zip Name /L/ r� Phone # °F- . / - State Certificate or Registration No. ! `�'� r � 6 5Y Certificate of Competency No. Contact Phone v' m/- / x/- 3 /� / E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ S ©Q a Square / Linear Footage Of Work: &S'a Type of Work: tEQAddition ❑Alteration ❑New ❑ Repair/Replace Describe Work: ❑ Demolition **** * *** * * * * ******* * * * ** ****** * * ** **** Fees * * * * * * * * * * * * * ** * * * * * * ** * * * * * * * * * * * * * * * * **** Submittal Fee $ c) Permit Fee $_____,5"6-51- % � CCF $ 3 _ -- eorcc --- Notary $ Q Training/Education Fee $ 10 0 Technology Fee $ ‘/: Scanning $ 0 Radon $ C.. DPBR $ 0 Zoning $ Cn Bond $ CD Code Enforcement $ CD Double Fee $ 0 / Structural Review. $ CD Total Fee Now Due $ / " See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT?' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. Ii .the absence of such posted notice. the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was ackno edged before me this ' The foregoing instrument was acknowledged b fore me this_ day of � , 20 6c), by 7,---71,21' •� u Z AQV t{ � �' day of / "�� - � , 20 ® , by y_e who &personally known t me or who has produced who i' personally known t me or who has produced As identification and who did take an oath. Signature NOTARY PUBLIC: apoftY PU96 Sin: Print: My Commission Expires: giERIANE DRO1.E 8 22, 2012 OFFL as identification and who did take an oath. NOTARY PUBLIC: ,r ,=- 1.0)4M1111161 i •ti p ,yi i :i':4 nn� a�..1ii.�unart% • • Print: 9jFOVFl.01' Bonded Thn Budget Notary Services My Commission Expires: APPLICATION APPROVED BY Plans Examiner Engineer (Revised 07/10/07) Zoning Clerk checked s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ocf- Inspection Number: INSP- 113297 Permit Number: PL -5 -09 -758 Scheduled Inspection Date: November 29, 2010 Inspector: Hernandez, Rafael Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: Coreno Inc Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060170610 Building Department Comments SEPTIC AND DRAINFIELD FOR NEW ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 24, 2010 For Inspections please call: (305)762 -4949 Page 1 of 21 At6'ipm TIJJ - GI BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 { RECENt.E.) Permit No. Master Permit No. Permit Type: PLUMBING _ _> L- /9 7--/L Tit ij /C b liry 1 A) F 16) _ Owner's Name (Fee Simple Titleholder) i�ri t 2 E ()Ili / �» Phone # -,-)77.:35-- 7 ' - --V Owner's Address 1,21) A`i/ City /yam e,..-,� ;' .. i IS / "i ,� ,--? State F L- Zip A - `� ` Tenant/Lessee Name Phone # 6' Email p .v;'9 i-,p >, z. ,/ 4 ,f�_e c — - ; --- Job Address (where the work is being done) .VAS /0) City Miami Shores Village County/ Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO °'°' 0-5t1)-1,16) Zip .5757/ Contractor's Company Name Phone # 2 Contractor's Address % J / /E T e' 6 L City /? i /; l - - - State FL, Qualifier Name ti , (f /r Phone # - L / / 3 State Certificate or Registration No. 5 t' 7 7 0 7 , Certificate of Competency No. _Coq' L' , Contact Phone 77 G - 1,° ('f r' 2 ar E -mail a., c�k�! IL Flood Zone /(/ -• Zip 3 , Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ [) (,) Square / Linear Footage Of Work: Type of Work: DAddition DAlteratiop DNew Describe Work: f �! r C- [3, Repair/Replace 0 Demolition (7 ! 1 t CG 4t04Z y Submittal Fee $ Permit Fee $ 36-0 CCF $ 2 CO /CC Notary $ er Training/Education Fee $ 01° Technology Fee $ `J Scanning $ Radon $ DPBR $ and $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT," Notice to Applicant° As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after (he building perCiit is issued. In the absence of such posted notice. the inspection will not be approved and a reinspection fee will be. charged. Signature Signature 44- &7 Owner or Agent The foregoing instrument was acknowledged before me this ' •� , 200', by t i [)ZL(L4) day of It/ who isrpersonally known o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: APPLICATION. APPROVE (Revised 07/10/07) ontractor The foregoing instrument was acknowledged before me this hi . day of �'�,_ , 20(x, by A. -7,-?� �s'' ✓1¢.,- ;7-e/7 d-17— who is 'ersonally known .o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: , Aia ^ a+ 1 9 /Posco*O< Bonded rtuu - `�'.;, NotelySeMCee My Commission Expires: *3e%R **ok** /** . �k******* *�k**** **** k *�kS:�k**** * ** *aka".** **** **** fG Plans E am' er Engineer Zoning Clerk checked e- STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CH tSP RMIT AP/FIXATION FOR: l ] • New System [ 1 Repair MAY R= 2009 [ j Existing System [ ] Abando airt Holding Tank Temporary PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: [ J Innovative [J APPLICANT: or CC rq / 6 o t i r.� /�-/ -� I k c7 c� AGENT: !9 S c p Q �- Sep 1/ L. / Q ev 1 �- TELEPHONE: 3 3 6 T /3 MAILING ADDRESS: 9 7 d / L4' / 8" /Q ,v Y f 4,-e 77 /9- TO BE COMPLETED BY APPLICANT OR APPLICANTS AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANTS RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION pp LOT: / 0 BLOCK 9/ SUBDIVISION: ' n/g s'yr /�� s e 5e4- Y PLATTED: / F3 q PROPERTY ID #: // 2 P. .7-0410 ZONING: O2' / UM OR EQUIVALENT: [ Y / N J PROPERTY SIZE: /7//94-ACRES WATER SUPPLY: [ IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: 0' "7' 1 PRIVATE PUBLIC [ ' c=20000PD [ J >2000GPD DISTANCE TO SEWER: Ale- FT c 0 2. S,71-71 3/ lk -- BUILDING INFORMATION Unit Type of No Establishment 2 f IP 3 4 [L-J ESIDENTIAL No. of Building Bedrooms Area Soft Vree 2c2 c7 [ J COMMERCIAL Commerdal/Institutional System Design Table 1. Chapter 64E-6, FAC 1 1 Floor/Equipment Drains [ 1 Other (Specify) SIGNATURE: g-,.,,, ,vice,-2 T 2 co D A T E : /2 - / 7 -,a S- DI-14015, 10/97 - Page 1 (Previous Editions May Be Used) Stock Number 5744-001 - 4015 -1 Page 1 or 4 dan .aT v,a u0:410e a.urccnu ina. UL BovllM, r °A J V.1- ♦.7J -1CJT r• 1. APPLICANT: i STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS AGENT: p -� LOT: t 1 a a j„ jDBLOCK: 91 SUBDIVISION: pp�� [Sec ` t%oJshhe/arcel No. or Tax ID Number] PROPERTY ID #: li_u o,tt,`0i1'e0ID PERMIT # TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [Ile-YES j ] TOTAL ESTIMATED SEWAGE FLOW: 7742 05 GALLONS AUTHORIZED SEWAGE FLOW: f, c GALLONS UNOBSTRUCTED AREA AVAILABLE• 7' SQFT BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS NO NET USABLE AREA AVAILABLE: (J,, f tf ACRES PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2) PER DAY [1500 GPD /ACRE OR 2500 GPD /ACRE] UNOBSTRUCTED AREA REQUIRED: SQFT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE SURFACE WATER: G FT DITCHES /SWALES: WELLS: PUBLIC: Pd FT LIMITED USE: FT 5. FT PROPERTY LINES: BUILDING FOUNDATIONS: PROPOSED SYSTEM TO THE FOLLOWING FEATURES: f/ FT NORMALLY WET? [ ] YES g.-1--No PRIVATE: /V 4^' FT NON - POTABLE: 1/ & FT FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ) YES [G4NO 10 YEAR FLOOD ELEVATION FOR SITE: _ - FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 smt.-7 3 fG Munsell C Color T xturel Depth �P�Gf 0 to to ?2, 09 91, to to USDA SOIL SERIES: to to to to to 10 YEAR FLOODING? [ ] YES [ f-No 74/R SITE ELEVATION: SOIL PROFILE INFORMATION SITE 2 FT MSL /NGVD M resell Colo Texture USDA SOIL SERIES: Depth c) to to "2 - to to to to to to to OBSERVED WATER TABLE: INCHES [ABOVE / BELOW ] EXISTING GRADE. TYPE* ESTIMATED WET SEASON WAT TABLE ELEVATION: - INCHES [ ABOVE / HIGH WATER TABLE VEGETATION: [ ] YES (4'10 MOTTLING: [ ] YES [ NO DEPTH: PERCHED PARENT] ISTIN INCHES SOIL TEXTURE /LOADING RATE FOR SyATEM SIZINGS s INCHES / DEPTH OF EXCAVATIONS DRAINFIELD CONFIGURATION: [ TRENCH [ ] BED [ ] OTHER (SPECIFY) RDMARKS /ADDITIONAL CRITERIA; SITE EVALUATED BY: DH 4015, 10198 (Replaces HRS -H Form 4015 [Page 3) X14 001 may be used) (Stock Number. 5744-003- 4015 -1) Page 3 of 3 ELEVATION CERTIFICATE Owners Name: PAUL BOUTIN Property Address: 410 NE 102 STREET, MIAMI SHORES, FLORIDA, 33138 LEGAL DESCRIPTION: FOLIO #: 11-3206-017-0610 Lot 11 &W112 LOT 10, Block 91 of °AND PL OF MIAMI SHORES SEC 40 according to the plat thereof as recorded in Plat Book at Page of the Public Records of Dade County, Florida. SURVEYOR'S NOTES: 1) Not valid without the signattue and the original raised seal of a Florida Licensed Surveyor and Mapper- 2) rites are prohibited Additions or deletions to this certificate by other than the signing r g party !� Without written consent of the signing party or parties. 3) This certificate elevation is for the purpose of septic and drains repair and/or construction. 4) This certificate elevation must not be use for the purraise of acquirhig flood instuance 5) Elevations are based on the National Geodetic Vertical Datum of 1 920_ 6) Flood Zone: N/A Base Flood Elev.: N/A as per Dade County, Florida FEMA Panel Number. 120652 -0093 - J -MARCH 2,1994 TOP OF BOTTOM FLOOR: TOP OF NEXT HIGHER FLOOR: ATTACHED GARAGE (at the door): GRADE @ DRAINFIELD AREA CROWN OF THE ROAD: Field Date: 12//6106 12.6' NIA 9.7' 9.8' 10.3' Pablo J. AIfcnso P.S.M. Professional Surveyor & Mapper Slate of Florida Reg. No.5880 m _ gnIN-r' LAND DUOv£YDRS, I ND. 6175 NW 153e° STREET, SUITE 321, MIAMI LAKES. FLORIDA 33014 Phone: 305 -822 -6082 `- 305 - 898 -9468 '• Fax: 305 - 827 -9869 s the BUILDER'S BOND Issued: 05/08/2009 Amount: $ 300.00 Bond #: 1846 Permit #: PL -5 -09 -758 PAUL BOUTIN owner of property, in consideration of the issuance to me of a permit or permits to construct or repair a building or buildings at the following address: 410 NE 102 Street Miami Shores FL 33138 -2453 do hereby deposit the sum of: $300.00 and I agree that when such construction has been completed by me, within the meaning of the ordinances of this district, I will clear all premises and repair any property damaged by me, used for the deposit of material or equipment in the construction or repair and that, if I do not so clear and repair such premises immediately upon the completion of construction within the meaning of the ordinances, the district may clear and repair the same and pay the cost of such clearance and repairs out of the Builder's Bond, and return the remainder to me; and that, if I shall clear and repair the property immediately, then the Builder's Bond shall be returned to me. WITNESS AND DATE: 05/08/2009 Signature INSTRUCTIONS TO BUILDER: When the above mentioned construction is completed and the premises are cleared and repaired, take this bond to the District Building Department for a refund of your money in accordance with the above agreement. BUILDING INSPECTOR'S APPROVAL I hereby certify that the construction contemplated under this Bond, has been completed and that the builder thereof has caused the surrounding premises to be cleared and repaired in as good condition as they were before commencing said construction. WHEN CLEARED AND REPAIRED BY THE DISTRICT: Amount of Bond: Cost of clearing and repairs done by District: Balance due Builder: $ Cancelled: By: Building Official Date Bond refund payable to applicant only. ($10.00 CHARGE IF BOND IS LOST OR DAMAGED) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 (9 4oS Inspection Number: INSP - 151669 Permit Number: RF -8 -09 -1345 Scheduled Inspection Date: September 29, 2010 Inspector: Bruhn, Norman Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: `Coreno Inc Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060170610 Building Department Comments ROOF FOR ADDITION Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 28, 2010 For Inspections please call: (305)762 -4949 Page 12 of 17 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, March 18, 2010 PERMIT No. Mr. Paul Boutin CLIENT: CORENO, INC: 410 NE 10?' Street, Miami Shores, FL 33138 PROPERTY ADDRESS: Roof 6 410 NE 102' Sweet, Miami Shores. FL 33138 TILE TYPE/ATTACHMENT: Barrel roof tiles polyfoam set. Inspected By: PB Testing Equipment Humboldt Scale Model 11 -4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and samplt dependent since roof condition ere contimtoush changing due to the exposure to the element and roof top traffic. Test No. Test Location Field Uplift Pull Test Test Result 01 -14 Field See Sketch Below > Than 35 LBS Passed 15 -17 Comers See Sketch Below > Than 35 LBS Passed 18-21 Perimeter See Sketch Below > Than 35 LBS Passed 22 -24 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT 114 ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 Sincerely yours, PtS m Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 ROOF SKETCH TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Shaded area was NOT tested. (addition was tested only) 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 a Fax (305) 828 -9598 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 128554 Permit Number: RF -11 -09 -1818 Scheduled Inspection Date: December 01, 2009 Inspector: Bruhn, Norman Owner: RISHER, EDWARD AND ADRIANA Job Address: 9125 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ESTRADA ROOFING Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number (786)290 -8815 Parcel Number 1132060133420 Phone: (305)668 -8800 Building Department Comments RE ROOF FLAT TILE COLOR THRU Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 30, 2009 For Inspections please call: (305)762 -4949 Page 19 of 32 4-1 ccoNs TlAif ms, .Vtt ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS A -1 CONSULTING ENGI ROOF STRUCTURES CONSL .! - ON SITE CONCENTRATED UPLIFT LimAY `i IN ACCORDANCE WITH METRO -DADE AU".' TAS No. 106 SITE. SPECIFIC INFORMATION Owner's Name: Permit #: / ` ° // /7 ,2/'- Job Address: Z/47, A, `%2 7 - .. 1._�.,�'`d Roofing Contractor: .; ' O,D_ - �:.�4.�''' Type of Tile: :,1 - `,�'/ - &' 4o Approximate Roof Height: /2 r7 feet Roof Pitch: 4/-~ Type of Access to Roof: kf Scaffolds Ladder Approximate Square Footage of Roof: 3,3 ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: ‘1,/,/,':-) A Date install_;I -EST LOCATION U UPLIFT PULL TEST P PEST LOCATION U UPLIFT PULL TEST T TEST LOCATIOM1 U UPLIFT PULL TEST T TEST LOCATIOM1 U UPLIFT PULL TEST T TEST: LOCATIOA V V7Pi_'" 1 � �`, 3s 2 26 - - 5 51 1 1 r'l: 7 76 . 1 101 2 2 27 5 52 7 77 1 102 3 2 28 5 53 7 78 1 103 4 2 29 5 54 7 79 1 104 5 3 30 5 55 8 80 1 105 6 3 31 5 56 8 81 1 106 7 3 32 5 57 8 82 1 107 8 3 33 5 58 8 83 1 108 9 3 34 5 59 8 84 1 109 10 3 I 3 35 6 60Th 8 4,z--- . 85 1 110 11 I 12 3 37 6 62 \ 8 87 1 112 13 3 38 6 63 8 88 1 113 14 3 39 6 64 8 89 1 114 15 4 40 6 65 9 90 1 115 16 4 41 6 66 9 91 1 16 17 4 42 6 67 \ \ / 9 92 7 7 18 . . . . 43 - - 6 68 / / 9 93 19 4 44 6 69 9 94. 9 Consulting E 9 20 4 45 7 70 . . 9 21 4 46 7 71 / / �� 9 96 TPA,' . . 4 2 1 121 22 I I 4 47 7 72 / / \ 9 97 / / / /V 2 23 i i 4 48 7 73 1 1 9 98 Da te:2'- ` ` /01 24 i i. 4 49 7 74 / / 9 99 1 124 25 I I 5 5 50 i i , 5'5 7 75 ' ' 1 100 1 125 NCE ers * L.,-,-% t IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS OOF ASSEMBLY HAS PASSED THE $TAT1t: +w °. # h t I 1 ((' TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTSi 3F eI'4- i' l rrv�* " DEVIATIONS. - =_i a* _,. I^., `„ i�Ca THIS REPORT SUBMITTED BY: t , r - 1,,.°_,, Emilio Castro RE. #41592 A -1 CONSULTING ENGINEERS, INC. Lab. Certification # 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 744x: ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 Owners Nome A-1 CONSULTING ENGININIS, INC ROOF STRUCTURES CONSULTING UP LET TEST EXPERTS 4..011.1•S•11101110MR. jgb ILISAL221LEIMALEx• PZoofjoa Contract= TRADA atiotatum Typ e anir 1 Meet Appraldinete Roof Hstatt __112/_fset Roof Pitch: 3112 Perna* 1091111a TyOtt axon to Root _Scoffoid raorm.411.••• USW. Approbsste eqUat Faaerli 1113d j3,,ft2 Requ,nad Testing Perm Mb Da* UMW 41/211/2000 Numbs. of Tarsis: fil SKETCH.OF ROOF Ma OW 70 CT 1/100011, P1. 33101 TIALEIPAIX: 309440450 http:Proali.go‘lle.00rtilitisiVIlit,28,:k4)951.712bd38tview=ett-tth.,125428ael6f4266fit,.a... 11/3012(09 RE: Permit # /J / /g /B *mod Sittle4Vitafe V•14 Deft. seine 10050 NE 2"d Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com DATE: /D �7� INSPECTION AFFIDAVIT 1 6/V)? 'l - itehriff-A/ , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCG /3 0-89/3 On or about // / 1i /d f (Date & time) secondary water barrier work at 2/b 4/ 92 ST X /l1. 9 /Z- 4"j 2 X/4 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit M ual (Based on 553.8 , I did personally inspect the roof deck nailing and /or Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this 017 day of t2?vX2P ,00 NOTARY PUBLIC -STATE OF FLORIDA Notary Public, Sate of Florida at Large .� r?sr Elisa Evora ommission # DD495171 Expires: NOV. 30, 2009 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. t ma�C� sf�`4Ss�9i3�ro., rnc. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle): Building Roofing B Owner's Name (Fee Simple Titleholder) ,;,,� Phone # "e 0 D1Permit No. � ti k:tIr- <, Master Permit No. PC (__:- Owner's Address City-/ j f,- Tenant/Lessee Name Email ° State - A� Zip Job Address (where the work is being done) t.'f° /J ,e City Miami Shores Village County Miami -Dade FOLIO /PARCEL # tl — �� / (''; • Phone # Zip Is Building Historically Designated Flood Zone Contractor's Company Name 410 N.E. 1D2nd Street Phone # Contractor's Address Miami Shores, FL 33138 City State Zip Qualifier Name 0 �` ; Phone # State Certificate or Registration No. ( ?' ° d`_, 9 7 `A ' 7 Certificate of Competency No. Contact Phone 7 --- E -mail • Architect/Engineer's Name (if applicable) r - _ - - Phone # Value of Work For this Permit $ °).� �'`; r „ �7�• ❑Alteration Type of Work: ❑Addition Describe Work: -- Square / Linear Footage Of Work: - `'' ❑New ❑ Repair/Replace ❑ Demolition *********** ***: * * ** **:* * * ** * ** *** ** * * *** *F ************** * ** * * ** * * ** * * * * * * * *** * * * * * * **** Submittal Fee $ Permit Fee $ .95'0 CCF $ Leo °wee — Notary $ 0 Training/Education Fee $ • CO Technology Fee $ 6.25" Scanning $ 6 Radon $ ® DPBR $ v Zoning $ 0 Bond $ Cj Code Enforcement $ CS Double Fee $ C Structural Review. $ Total Fee Now Due $ 67 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINGS CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building p mil' J'issued. In the absence of such posted notice. the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 1� ,2009,by /6-1ir -t17. (.4--, v, who is personally known to me or who has produced Signature c�G:`�� ✓�°.° Contractor The foregoing instrument was acknowledged before me this , day of ', ' > , 20 , by / As identification and who did take an oath. NOTARY PUBLIC: opt Put. Print: My Commission Expires: who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Ovet PLe4 s Print: $ert -tio My Commission Expires: APPLICATION APPROVED BY Plans Examiner Engineer (Revised 07/10/07) Zoning Clerk checked High Velocity Hurricane Zone Uniform Roofing Permit Application Forn Masteryerrnit No. Section A (General Information) Process No.. . — anti-actor's Name: (,(LicAyltj, boi): Address: I Shingles ., _Prescriptive f3L1R-RAS 150 • Roof Category Mechanically Fastened Tile Melal Panel/Shingles MC- AU i ad jij BY: ri,Mortar/Adhesive Set Tile --Wood Shingles/Shakes Roof Type 1Z New isow _ Re-Rdoiing _Recoverlq Repair Mainlenanr.e Are there Gas.Vent Stacks localed on the roof? Yes YNo Low slope roof area (ft.zy• If yes, what type? iNatural .LPGX Roof.System Information ; Steep Sloped area ((t.') Total (ft.') Section B (Roof Plan). , .•.. SkatCh 11.0�f Plan: Illualra o II levels and sebtiona, roof drains, Bei:poem, overflow scuppers and overflow drains. Include dimensions of 'sections and levels, cleak Corner Size (a' ea.) dentlfv dimensions of elevated pres41 zoned and ooa(Ion of parapets. Perimeter 'And t 01111111 1111111111111111111111111111111111111111111MIMI Immummonlimmmilmormimmum ummiulmdmiu • m wp po p11pgie1 me 11gu m iiralica 111 1diu 111111it .snm 111111 111111 „II 11111111111111111 111111111 i SUBJECT TO COMPLIANCE WITH AL1fFEDERAL STATE AND COUNTY RULES.AND REGULATIONS . • .— • • PERMIT # CONTRACTOR: 'at SUBMITTAL DATE: ADDRESS: 410_ NAME: RESUBMITAL DATES: PROJECT TYPE: vC e/'i ZONING ARE ( fZEJ 57« /09 R /34 �6 rt gf1$709 i� 07i v o fh LECTRIC IMPACT FEES HRS/DERM NOC BLDG . \�� • • • • HIGH-VELOCITY HURRICANE ZONES F'torica Ff ding God Righ el Vpeify Hur.tiq.ane,i;orie.clnItorrn n CALow141 FiIiih:pac.ific Roof A.ss.ambly Corripprients and Iderit.ifyIlaritlfaturer c-Ofnpoireais ndt used, identifyses "NA") Permit Applieglion rem oPe:APOilotitep) Ea'ste:ier forAn•dtrorlaa•so Sho.Of A tta 6h M.8nt NQA. Ctesign,Wind Preouree, FronTRAS12.8.orCeltutAtione: -Ftroaxt; . Pti-Ce>t3-, Mek;fi.esign/E'ressure;.:rom.:the:SpedffiaN.OA qi,«Stem: . Gedic. Type: . eapgerliftnims: $19.Pe.?: - • • AadioriBas&Bhee1No..0f -fialdh0r1Basci;theet EastSerter7Bisultn0. Mlitettai fnsulallon Base Layer:. ,BaselnSuIetrori.Wevanci BaseqnsplaliarvEasterietiBantithgAtertal; Topins016tiblf:Layer.: 17014.1flalatiOri•SliS.:.*.ariit'ffirtkri.asS: Tiap Fa:Otener/Bonding'Mge 8heat(S)4:1\10.,,0PPly(0. as6'.SI-1001-:F:41e'n'oill3pri din#,MaretieL P ly.'81-2 el (),8i .N6,61F519gY. Ply.'SI,:iee.(HaSteheriBeridir4 Materiel*: " oc:'0 Lap;-It-Rows J " Por.imoter _ . . Corner.: IPRovvs, c c 4114r--of :0-astermm.Porinsukficm hoard PtlmeLr C.o.rne.t Illps.trAto:Gortipartri#Notacivlet lUtgIts:agA14101,tatil0:- Wcfaillgo:daliv, 6.49e. Terrrilnation, tontiuditt. OtRat, oait 0414, Agae ti4shing. Ftastiln§, 86. iritituatu: Mean ittidf 1?*Aperlieight, GOrripprient tvkltari41, fs4iprii)1 Thickness, PRiper Type, .Fastener :Sifietiiiig • .0r Siiitiria Mailerfadtufr$:.Cia411s that. getilf11.V*044248 ti14Y14•0114ter 16. • - Top'Ply: T..00 Py Fa t6iie ri. Bfin diri.610aterle tarfb ding!. FLORIDABUILDING CODE — RESIDENTIAL Parapet HiahI Kean Roof .Hight • • 44.21 . • . • • • HIGii- VELOCITY HURRICANE ZONES Florida Building Code Edition Hi .h Veloejt Hurncana •done tJniformPrmit A Roof System i1/lanufacturer: 40,27,277 Pc 7/Z9 Product Approval Number: Q/k '"' /2. / , 0 . Minimu.rn. Design Wi.n.d Pr.= ssures, if.Appl�icaE le From::RAS 1 :7 or Galcu14t(0ns): ? P 2 :.P2„ a2 . P :. 2)-30 Maxirfurn.Qesign Pressure Product Approval Specific System: /77 g7 Method of the attachment; i S -g , -$te S10.9 0..K4,0 .Kq,0 ystem ;Descri :pti=on oegk:Type ype U:nde, iayrn •Insulation: Fire Ba.rjier: Fastener Type . S.pao'inp Adhesive Type .ype Ga.p Shee ads ed rid/ Ro.vf G.ove:r�ing :: • Ca Or/ Mean Root Height:. Type &: Size Drip HIGH-VELOCITY HURRICANE ZONES Florida Building Code Editiori':*72!-.4n High Veloeity HuaicanaZone • UnifOrm Parra Application Form. Section E Fite :CalcolatiorW For -Monieu t based-tilt systems choose either Ntalkod, 1 0171, Compared the values Jr Is/4wilit •i he values :from :Mr..If: tit e Mr valaeg are greater. than: arequal t(Y theTv values., for earh.area otthe root),then the tileattachnient niethad is:acceptable. i IV,Urtila I. "LW° rrigatlIad rype Calvitli litrOgi. Pet. RAS 1•21" (P,:.-57...f. 0..45 isoug )- ivi;o:frg 7.,,,, j. Product Approval M, 77,r7 .23 ..--. 4W)- mie.93 =1%112, Product ApprovalK77_40 (P.i.;/ ..x,Z3 ,=(';23)- mg:5193 .1%.1,41.■0 Product Approval K77,7 Mathad.,2'"Simpillieer no Ca.lett lo tion..,Der Tti1.1.1g134oie RequiretrMsymetit atilt istattee (M,..ylhola Table gelf:YW • product App rovii mr *MAW: bt usett ix coniitnetiou 'with. 41114 ,01:1AforoeUt.134,i5e14: ..4:ysten,t5:2entior5:ed" BroW4r4 CoT0Iijy *ray& iintlites and ..AiAilsAs. For "00i1t based tile .systenis ageMelbad.3,. -cptutpAred...therwablCular r witt,the volytes for V„:If the:r vanes )11.e...greaterthall.ar-.otl1talota. the, Fr-values; fe l! oteIt area of ti e:_voirf,;.th.e.n.tIxeliteattokiorfeutroothod.b..Paceeptable. giasod'TiVe CAlotitutiotts•Tek RAS x = ) X C.0.5-.0. . Product Approval F. (°5. Pa; P rod u App ro a I F :s: wt• • ..•'g-e09.61: . Product Approval rinr PAcruirOd fsflortuartt RAO:Aurae Maori Roofneight Root Slops lit —*- 15' . -- Iles oription '20' .20' • VI' 44' 212 . 11 :34A 35.5 • 35,2 39.7 42.2 12 • .32:2, • It otoripe:.:Munient:Apc.1.0=ClruYi14' 34:4 310 37;4 . M filimprn- A t Wchmenf, tks'i5.0nce. .1(requi'r.cdAtpli1t.11.tisiMainct Fr '304 .Ave-r4fifilWAitill 32-2 • .... 3511 37,a 5:12 - *14 I ctig(1) . Nv=,Wiitth thelidirding.Offidill...atlhetin*iytparOiy:Milti.e. 28,4 ' •30.1 31..6 3R8 44;0 5:42 20:4 .244 ' 20.4 1:12 :24:4 me I1.1 '411:2 30.0 *MAW: bt usett ix coniitnetiou 'with. 41114 ,01:1AforoeUt.134,i5e14: ..4:ysten,t5:2entior5:ed" BroW4r4 CoT0Iijy *ray& iintlites and ..AiAilsAs. For "00i1t based tile .systenis ageMelbad.3,. -cptutpAred...therwablCular r witt,the volytes for V„:If the:r vanes )11.e...greaterthall.ar-.otl1talota. the, Fr-values; fe l! oteIt area of ti e:_voirf,;.th.e.n.tIxeliteattokiorfeutroothod.b..Paceeptable. giasod'TiVe CAlotitutiotts•Tek RAS x = ) X C.0.5-.0. . Product Approval F. (°5. Pa; P rod u App ro a I F :s: wt• • ..•'g-e09.61: . Product Approval FLORIDA BUILDING COD RESIDENTIAL 44.23 • •Whero:16,1011),nrial:jiiitte.:tonitioxi CSY4Pb01 P.1 .or PlorTS . -- Iles oription Where. to, Ansi kAn 27 Tablitt-lidriTtly.c/ngt.Pecuing,analykis proartay:143.fr.a.tott. 7 losi.t4r.C.'r.u.sure.• oti.ASC:E • • Mearibt- . 11 Ro•ofslove , . 0.. X. • Product Approval • Product Approval . . . .Product Approval ..Cniculared . • Product.Approval . . . .. :. ... .. .. . ... . kspclyuPniic,lquIliplitr. It otoripe:.:Munient:Apc.1.0=ClruYi14' '.1,4 .. •ivit- .. .. 'Mr • ' F • • Atii;Plumallesistnce. ...1Ucitlire:d Iviofiient 111e,110kote M filimprn- A t Wchmenf, tks'i5.0nce. .1(requi'r.cdAtpli1t.11.tisiMainct Fr ' .1C0.1:culated . .Ave-r4fifilWAitill • W. • . • Prodpc(Approva I ,.. ' Product Approval • . ' • • • ' tifel)imtrislons . - *14 I ctig(1) . Nv=,Wiitth thelidirding.Offidill...atlhetin*iytparOiy:Milti.e. . . . . ',.-Nil;tirlc_Plafio.01..kott$t:lit;'sulinfitt&I. tp tificiP. FLORIDA BUILDING COD RESIDENTIAL 44.23 SEC:'fION HIGH- \'l± LOCyi'y HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION! FOR R.00FIN(p CONSIDERATIONS :04402.13,1 Scope_ As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions Of Section 84402 govern the minimum requirements and standa_tfls of the. industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. t• ; .__ Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for th purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. • 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may ve to be renailed in accordance with the curr•,ent provisions .of Section,R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. °4f Common roofs: Common roofs. are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent unit of roofing to be performed. 4. exposed Ceiling: Exposed; open beam ceilings are where the underside of the roof : ecking can.be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. 6, 'I Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing cyst is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. - Ventilation: Most roof structures should have some ability to vent natural air ow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional ventin.whi h can result.in extending the service life oftherroof • Owner/ gent's. ignature Date ontracto ignature Date M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA MB RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Lamoti Roof Tile 1360 N.W. 29th st. Miami, FL 33142 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barrel High Profile Concrete Tile 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 renews and revises NOA #02 -0205.09 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.:06- 1214.07 Expiration Date: 03/14/12 Approval Date: 06/28/07 Page 1 of 4 ROOFING ASSEMI.Y APPROVAL Category: Roofing Sub - Category: Tile Sub -Tune: Concrete 1. SCOPE: This renews a roofing system using Lamoti Barrel High Profile Concrete Tile, as manufactured by Lamoti Roof Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachement calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Test Product Product Dimensions ,Specifications Description Barrel Concrete Tile Length : 18" TAS 112 High profile, two piece, concrete roof Width : 8 34" tile. For direct deck, adhesive set Thickness : 1" applications only. Trim Pieces Length : varies TAS 112 Accessory trim, concrete roof pieces for Width : varies use at hips, rakes, ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1. EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date IBA Consultants, Inc. 2358 -54 TAS -101 05/08/07 IBA Consultants, Inc. 2358 -50 TAS -112 12/19/06 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quartely test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Application Standard listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance i s for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 2 ":12" to 7 ":12" NOA No.:06- 1214.07 Expiration Date: 03/14/12 Approval Date: 06/28/07 Page 2 of 4 4. INSTALATION: 4.1 Lamoti `Barrel high Profile Concrete Tile' and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data for Attachment Calculations: Table 1: Average Weight (W) and Dimensions (I x w) from TAS 112 Testing Tile Profile Weight W (Ibf) Length - 1(feet) Width -w (feet) Barrel High Profile Concrete Tile 8.1 1.50 0.73 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barrel High Profile Concrete Tile N/A 0.23 Tab e 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Barrel High Profile Concrete Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.66 5.56 5.43 5.25 5.01 4.72 Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibt) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barrel High Profile Concrete Tile Polyfoam Polypro AH 160T'" 77.87' 1 Pad • • Iacement of 37 • rams of Pol /• ro AH 160TH for • an tile, 17.5 • rams on each side for ca • tiles. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". LRT LAMOTI BARREL CONCRETE TILE LABEL (LOCATED ON UNDERSIDE OF TILE) NOA No.:06- 1214.07 Expiration Date: 03/14/12 Approval Date: 06/28/07 Page 3 of 4 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable buildign code in order to properly evaluate the installation of this system. 7" PROFILE DRAWING T2" 8" 8.75" 8.75" I 1 1 I o 1 1 1 1 1 1 1 1 1 I 1 I 1 8" 1 I 1 1 1 I 1 T 2" 8.75" LAMOTI ROOF TILE "BARREL CONCRETE TILE" END OF THIS ACCEPTANCE NOA No.:06- 1214.07 Expiration Date: 03/14/12 Approval Date: 06/28/07 Page 4 of 4 NOA No.:06- 1214.07 Expiration Date: 03/14/12 Approval Date: 06/28/07 Page 5 of 4 M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) TAMKO Building Products, Inc. P.O. Box 1404 220 West 4th Street Joplin, MO 64801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tamko Underlayments 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 NOA No. 07- 1130.01 and consists of pages 1 through The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product TW Metal and Tile Underlayment (Manufactured in Joplin, MO) Moisture Guard Plus (Manufactured in Joplin, MO) TW Underlayment (Manufactured in Columbus, KS) Awaflex (Manufactured in Joplin, MO) Awaplan 170"" (Manufactured in Joplin, MO) Awaplan Premium"" (Manufactured in Joplin, MO) Tamko SA Base (Manufactured in Joplin, MO) Tamko SA Cap (Manufactured in Joplin, MO) Dimensions 75 mils thickness 39-%" x 30.5'rolls 393,4 x61'rolls 4" x 66' rolls 6" x 66' rolls 9" x 66' rolls 60 mils thickness 39-%" x 30.5'rolls 39-%" x 45' rolls 39-%" x 61' rolls 4" x 66' rolls 6" x 66' rolls 9 "x66'rolls 40 mils thickness 39-%" x 61' rolls 4" x 66' rolls 6" x 66' rolls 9 "x66'rolls 125 mils thickness 35.9' x 36" rolls 145 mils thickness 33' 11 "x393/8" rolls 150 mils thickness 33' 11" x 393/8" rolls 60 mils thickness 65' 10" x 39 3/8" rolls Test Specification TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104 TAS 104 TAS 104 ASTM D 1970 140 mils thickness ASTM D 6164 33' 61/4"x393/8" rolls Product Description Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. SBS modified cap sheet with a non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A fiberglass- reinforced self - adhering SBS modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! A dual- coated SBS - modified cap sheet with a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies, Inc. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(2): Base Sheet: Membrane: Surfacing: Test Identifier 4448.12.01 -1 4448.05.02 -1 T11090.09.08 TAP - 058 -02 -01 TAP - 058 -02 -02 TAP - 191 -02 -01 TAP - 192 -02 -01 TAP - 193 -02 -01 TAP- 207 -02 -01 REV TAP - 185 -02 -01 REV TAP - 196 -02 -01 Test Name/Report TAS 103 TAS 103 TAS 117(B)/ TAS 114(C) TAS 103 TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104 / ASTM D 4798 ASTM D 6164 ASTM D 1970 Date 12/19/2001 05/29/2002 09/18/08 04/30/02 05/23/02 11 /16/07 11/13/07 11/16/07 12/10/08 11/06/08 01/09/08 Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12 o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 3 of 5 Deck Type 1: Deck Description: System E(3): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(4): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(5): Base Sheet: Membrane: Surfacing: Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Any Approved Roofmg Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non- insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (90 °) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Approved Mechanically Fastened Tile or Metal Roofmg Assembly or Any Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. MIAMI•DADE COUNTY APPROVED NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 4 of 5 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofmg applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base /Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflcx, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Apprqved" or the Miami -Dade County Product Control Seal as shown below. MIAMI ADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 5 of 5 M IA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property, Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofmg Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. J i F' 2 F= MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyproi, AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in fleshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 1T to 23 Optional <4 s for square Inches In contact with the pan the Pitch aPPflcaleils 2) rem covers upside down. Place adhesive 112 In. To 1 hr. From outside edge of cover tIle. Then Until] the tile. Underlayment 1 Nall through plastic cement Remo top porgon of the eave course cover We. Abut to second course of pan tden. Ensure eave end of pan and cover See are flush at nave line. Eave closure (mortar shown} Weephole Fascia Bo Sheathing Optional Point -up Mortar on long@edinal Elfin of fife NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Nail through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Underlayment Eave Course Fascia Ease Closure Nail through plastic cement Paddy (Beneath Tfle) nderlayment Eave Closure NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) Single paddy 3 in. under tile x3in. Single paddy on under - layment Single paddy on top of tile Eave course 2 in. X 7 In. medium size paddy eave Fascia course only Nall through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium she paddy eave course only *Zr3in.x3in. Single 41n. paddy on under - layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy between tile in.x 3 in. jingle paddy n underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 In. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Re- 5-09.105 0,9 Inspection Number: INSP - 137067 Permit Number: EL -5 -09 -806 Scheduled Inspection Date: March 08, 2010 Inspector: Devaney, Michael Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: KLEAN POWER ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170610 Building Department Comments ELECTRICAL WORK FOR ADDITION OF MASTER BEDROOM AND BATHROOM Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 05, 2010 For Inspections please call: (305)762 -4949 Page 22 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-153707 KS Permit Number: EL -5 -09 -806 Scheduled Inspection Date: November 29, 2010 Inspector: Devaney, Michael Owner: BOUTIN, PAUL Job Address: 410 NE 102 Street Miami Shores, FL 33138 -2453 Project: <NONE> Contractor: KLEAN POWER ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060170610 Building Department Comments ELECTRICAL WORK FOR ADDITION OF MASTER BEDROOM AND BATHROOM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 137067. FINAL INSP AFTER AS BUILT PLANS ARE APPROVED WITH REVISIONS INCLUDED November 24, 2010 For Inspections please call: (305)762 -4949 Page 21 of 21 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ` Permit No. E Log -3�1c BUILDING PERMIT APPLICATIO FBC 20 Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) eqL l r-i t.-7 Phone # , U C - 7S ,' - �cY&7) Owner's Address //( A, , /6,2_ 2 i/;�D. i7 � i City d� ' ? ,c/V2-0 State L _ Zip 3 ..3./_F- Tenant/Lessee Na e 47,,,49 Phone # ;- Email Master Permit No.Ta q `N Job Address (where the work is being done) �� ,, / 6 -A Slizv_ej City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip 3 Flood Zone Contractor's Company Name K s t / ��,�� - . C / j€ Phone # Contractor's Address C. 6 0/ S Gt g 6 4 5 ,01 City so- / -7-Kzz�� State Az. Zip -5 3 /4/3 Phone # 36c- -K9-8 > cy State Certificate or Registration No. 'C 1. ,1 p f Certificate of Competency No. /11/% Contact Phone 31/3"-- l g /cr E -mail Architect/Engineer's Name (if applicable) Phone # Qualifier Name (2,1-2 a Value of Work For this Permit $ /() 00,0-v Square / Linear Footage Of Work: Type of Work: ` Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: : ✓ -'r �� A� R•� yolb * ** * **** ** * **** * * * * ** * ** * * * * * ** ** * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * *** * * * *** Submittal Fee $ Permit Fee $ o G Notary $ / Training/Education Fe Scanning $ Radon $ DPBR $ CCF $ d VD CO /CC Technology Fee $ 0 0 O Zoning $ Bond $ ,/ Code Enforcement $ Double Fee $ fr Structural Review. $ Total Fee Now Due $ 15 5 3 b 0 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin: 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 al 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 roust 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 he posted at the job site for the first inspection which occurs seven (7) days after the building petrnit is issued. In the absence of such posted notice. the inspection will not he approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day ofJ1,20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: ''oFrIoP My Commission Expires: BondedThm Budget Notary Services Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: •*jc .1 n�lyili SS • 7 o1' 'w1' %4.0m,se. c Bonded Thru c?rm '1 ;?" Y. ... Print: My Commission Expires: *** * *** PX-.Y* ***** ** c* 7cx a',********: *kXe> F*>; e** iR'***** *tgx g* xe***** skxg*de3, c*****=k****E * ***** **F****** ** e**sk*********"*"** ** APPLICATION APPROVED BY Plans Examiner Engineer (Revised 07110/07) Zoning Clerk checked n C I+ n" _ 1- 7;z1 7716-7 -77v7 Miami Shores Village MU 12 2009 J Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. \� Master Permit No. BY_a_�_ eom__am_oaoo ©o Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) J e�i Phone # Owner's Address '71,1i ;r=' L j ,r "%j/ State F City V u y l ,�; Tenant/Lessee Name j'WA Job Address (where the work is being done) ii • City Miami Shores Village FOLIO / PARCEL # m "�, Is Building Historically Designated Contractor's Company Name Contractor's Address 11 r Zip JJ Phone # g \) ✓ A County Miami -Dade Zip 5 e YES NO CORENO, Inc. 410 N.E. 102nd Street Miami Shores Florida 33138 -2453 City State Qualifier Name P!) State Certificate or Registration No. u` 6 Phone # Zip Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) 7 i Phone # Value of Work For this Permit $ Type of Work: ['Addition Describe Work: ' ['Alteration Square / Linear Footage Of Work: ['New Repair/Replace ❑ Demolition * *************** * * *** ** **** ** * * ****** *Fees:x** ** *** *** ** * *** * * ************ * * * ********* Submittal Fee $ Notary $ Scanning $ 0 Bond $ V Permit Fee $ /So Training/Education Fee $ . tab Radon $ 2 DPBR $ Code Enforcement $ Structural Review. $ 0 CCF $ Technology Fee $ Double Fee $ d Zoning $ 0 Total Fee Now Due $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved,and a reinspection fee will be charged. ,/ Signature L/ _ 4 i wner or Agent The foregoing instrument was acknowledged before me this Signature Contractor The foregoing instrument was acknowledged before me this day of , 2011 , by , ' i t,) `'� �a" `. , day of , 20 _, by who is personally known to me or 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: Sign. Print: My Commission Expires: NOTARY PUBLIC: k MY COMMISSION # DD 828579 Print: EXPIRES: October 22, 2012 >:/rtoF F1.0e Bonded Thru Budget Notary Services My Commission Expires: * * * * * * * * * * * * * * * ***** ** : *** *********** **: x************** ***: x**** x:: **:x******** * * * * * **>r<*A ***BOID > ' MO �pSPA PuBl�P STEPHANE DROLE 1 MY COMMISSION #DD828579. �. - -- EXPIRES: October 22, 2012 APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) ra>MINIM a! worm woman era rt•� airr -.4 see m e ra.im -' �.r•• MINIM bra maw. o, 1111•1111,4 c..1 =4ryrr� swrlel i••• C-4 mom C1 MI AMI -DADE COUNTY I Le- al c. CALI 03 ",..) et ce Lea a a.. •-.t ea: shsCe03 �yP.sr�.J This Instrument Prepared By: Name 6U %i Ai Address V //G /p,9 , -7,74 Permit No. a NOTICE OF COMMENCEMENT STATE OF r !or COUNTY OF Tax Folio No. t Ij3 - O11"°t6 THE UNDERSIGNED hereby gives notice That improvement 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. 1. Des p ion o property: (legal descrintinn of oronerty. and street addraca If evenekl , 14 III e 6v i AtN , - L u) '\ o - - 1* -4 1 '(1/2..)1.6-F 1v' Jo 19c4 'I 2. G al'd7f`c on ikpmeT_ ebw" r Se4. ' (4j°‘ 14 j ° r s°i c)14 p1 r � 'kJ-Sr-3z 'L1 1150 SF oil e. Stor0 A+t ilt�n to T e p1 3. Owner information , a. Name and address: P 1 BOv J 1 ✓\ LJk tUE., 102.7‘a- 51' a t1A,yw1 Stare Ft- 3i3 i? b. Interest in property: ( { c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: B. Lender a. Name and address: b. Phone number. c' - 1 A c ' , I i x 910 AID 1o2" Si. M;t> ; 6 I n a e s P i - 33) 35 -1- 0290 7. Persons within the State of Florida designated by Owner upon whom notices or other . documents may be nerved as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: q �/ ✓1 b. Phone number: ®� f 0 7 6. In addition to himself, Owner designates the following personjs) to receive a copy of the Llenor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: ?, //� a. Name and address: /V b. Phone number. 9. Expiration date of 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT p , bvT N Signature of Owner or Owner's Authorized Officer /Director Partner /Manager Signatory's Title /Office The for Ding nst ument was acknowledged before me this day of (�a:46�, (year) by Re--v< 4C j (name of person) as 1 (type of au ority, ...e o�icar, trustee, attorney In fact) for (name of party on behalf of whom instrument was executed). STEPHAIE My p,,,,,:,,[..,. ,: l� 'Print, of Notary Public - a e o o • a '� * Print, Type, or Stamp Commissioned Name of Notary Public �, uQ D�IRES:OctoIr?2,2O12 Commission Number ' 14.oFFLe¢ Bended'mtu Budget Nattily Sobs - Personally Known V or Produced Identification Verification Pursuant to Section 92.626 Florida Statutes Under penalties of perjury, I declare that I have read• the. foregoing and that the fac stated In It are true to the best of my knowledge and belle(. �J�� 's ignatura of Nat rat Person Signing Above Permit No: 09 -805 Job Name: May 29, 2009 Miami Shores Viiiage 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 ) Plans must be approved by HRS for the septic system. ) Provide receipt from Miami Dade planning and Zoning for impact fees. 0/1--- -N, Corrections for electrical, structural and zoning must be completed. Provide permit applications for all sub work including but not limited to; plumbing electrical, mechanical, septic tank demo, drain field and new tank, and roof, ect. " /Provide two up to date surveys signed and sealed. c-y N6 Provide an elevation certificate signed and sealed. ) / Provide three copies of energy calculations. 8)J The plans show several option (example: slab has options for reinforcement) no options are permitted, show how the construction is to be done. N116 Provide the wind Toad design criteria on the plans. rovide a statement of masonry design. \\41 rovide a special inspector form. The plans show a beam schedule but the plans do not identify where they are located. how each beam label on roof framing plan. rovide truss plans. Floor framing plans specifies bolts for ledger but not the method of attachment or type of olt. The roof framing plan must show the connection of each member to the structure. ) The flag F /s-4 on s -3 does not have a corresponding detail. S-4 may be mislabeled G /s-4 7) Provide product approvals for all exterior openings being altered that have been me,,, reviewed and signed approved by the designer of record. !1 18) • exterior openings mus • - ' • . - is an • rovi • e product approvals for shutters or 9IAc windows and doors must be impact resistant. 01) 19) The plans must identify attic ventilation. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09 -805 Job Name: August 28, 2009 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) Corrections for structural must be completed. 2) Provide three copies of energy calculations. 3) Provide the wind load design criteria on the plans. The correct criteria is ASCE -7 -05 4) The roof framing plan must show the connection of each member to the structure. 5) The flag F /s-4 on s -3 does not have a corresponding detail. S-4 may be mislabeled G /s-4 6) Provide product approvals for all exterior openings being altered that have been reviewed and signed approved by the designer of record. The P.A. supplied does not match plans. Revise window schedule. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /? C o 7— gar- Job Name doe/7 / .t) ELECTRICAL CRITIQUE SHEET 40;9-. )-ke- irftr;ttlyv AleY-ett Aiv rid; .� zoo W.zeee-tr+cii ar P4'av�ii. h -' Kt.* '% /3L° �3 e m0 /�MJ° 5 i' / c 20 Al �� 9 r olttwva AL we r z a /Q (zv.g-gruGTdiZ • © /a*If Q,4 %' /?te,t 61— Aso H T' PoL .• ®it _v3r_ » 10 t-r 5W,21/, t w■■•_■r AM.;1=1/4F4 sew Ak c ? d''Ai9 4/m/l e Zafflszarmiv ,4f, Ncpx /'i e— p tere�,'c9ns /* .s 4 Z/'s yi �fre A .eta 779 e.00 P #1-pc- 7.�T o Q-,r e 4110711W Miami Shores Village Building Department 12M2 (ZEVJEW 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 09- gas" Job Name /004/ rid Date 8 /z3Jd STRUCTURAL CRITIQUE SHEET Pre viokt) reri-e5t leee exi-e,efor Secti-ro'n mptsubniikfed, 511ek. all deft,iils,, bJ ,*.,f, 0 )V0/aZS y4e stabm; ?ice 1,4,1Y41 Perini/. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OTp 8 Job Name f54 U 7 //)! Date 67191°9 STRUCTURAL CRITIQUE SHEET OM Sh. 3 -1 / /6 C.zi/. -r1.#771 0,1-4 -er, /5 .3/5-2i 6A,/ oJ7 s,4 , S- z try 11 siipi,re as c/S - z. Sb©u/d 6e 8/5-z. an, W4# '7;7F $ched' /e4 gkj -r it iisf , 'wice -t/ $f -e4 s o ev,s14 S see // js /abated. f rov; de a 'nip- ad4,4 a 5 eef 1-hp-e,( cjem 41411 s ' ) altd e Cc. "VOA r ec('d for / c X Cfe,r 4I n cde kJ5 J � 41 R°4' Ft-4147111 Ploo/ fh ew yra v, 401;24 /001615 corrh ,ec 17an Apr gyp/ (7 #- 45$p.5 Sheiiv d ,in en ;ion aP id -entity 9a /e P ca rot 05 7-8. -1- Retke 13e.4m. PERMIT #: 3(7- £ M ia pi i Shores V,iiage Building Department RECEIPT DATE: ;a1 vl 0 contractor ❑ Owner ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picked up 2 sets of plans and (other) ; S / Address: /0 /1/( /L . 5 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 a brought back to Miami PO �_ Shores Village Building Department to continue permitting pr • f ss. S&l7 /rC ftii� Acknowledged -by: PERMIT CLERK INITIAW/ L(2 RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; /L° I, RECEIPT 11: L Contractor ciCOwner ❑ Architect - DATE: 05- ,`1-0g Picket up 2 sets of plain and (other) Address: � /��J /( �— . '�� ,1// L l 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 Department to continue permitting process. Acknowledged by: l li PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Permit No: 09 -805 Job Name: September 21, 2009 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 3rd 1) Corrections for structural must be completed. 2) The roof framing plan must show the connection of each member to the structure. The detail shows three connectors, which do you want to use? 3) The flag F /s-4 on s -3 does not have a corresponding detail. S-4 may be mislabeled G /s-4 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 3/ L7 /ZcVJG 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (f % d5 Job Name /3OU 77 /N Date 971, ',l0 °f STRUCTURAL CRITIQUE SHEET pip I ee cl T oicar,/ I /cal/ Sec />oa „ See 2ndEe r . Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT # ^t DATE: 0 0( 1 22 1 Contractor Owner Architect Picked up 2 stets of plans and (other) Address: 410 tv b 102 5 4- 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 Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Permit No: 09 -805 Job Name: August 28, 2009 Miami Shores Viiiage 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) Corrections for structural must be completed. (21,_. .2) Provide three copies of energy calculations. r`4 v — 4 3) Provide the wind Toad design criteria on the plans. The correct criteria is ASCE -7 -05 4) The roof framing plan must show the connection of each member to the structure. 5) The flag F /s-4 on s -3 does not have a corresponding detail. S-4 may be mislabeled G /s-4 ®�® 6) Provide product approvals for all exterior openings being altered that have been reviewed and signed approved by the designer of record. The P.A. supplied does not match plans. Revise window schedule. —A-3 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 • • VS- t ibct 61/1 D/ ,C e�.�:c�j: • ji Miami Shores Viiiage Buiiding Department RECEIPT PERMIT #: ?-ajf DATE: I, 'UL g 0 On' ) 'Contractor to Owner ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picked up 2 sets of plans and (other) Address: 77Q /C/E 4p.2 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 Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIA RESUBMITTED DATE: 01 ` e _o VI PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E. 2" Avenue, Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 AUG 12 2009 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER �:eaooaooa0000 >m_o__ THE FLORIDA BUILDING CODE t (We) have been retained by (name of owner /agent) i Bo (AA to perform SRecial Inspector services uncle; the Florida Building Code at the project (a ess ® N s !b '2 Sty eet- , Miami Shores, as of i ' 0' (date). I am a registered Architect or Professional Engineer licensed in the State of Fierikla. PERMIT NUMBER: %1 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. 1. 2. 3. 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. n eer /A htpe� t �fr � c�Ze Name (Print) Address I 314—S ik) E7 /8 0 51- Phone No. �j. Q 5 f7f3 O 0035 Florida License No: ARAI 1 1 ite B it)TE3ICT,T_CW la AUG 12 2009 NOTICE OF ACCEPTANCE (NOA) BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION 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 • • Sunshine Windows Manufacturing, Inc. 1745 w. 33rd Place Hialeah, Florida 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use The documentation submitted has been reviewed by Miami -Dade County Product Con by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oth the Authority Having Jurisdiction (AHJ). . • • • • .. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product.Ggittol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code; ESCRIPTION: Series 2001 Aluminum French Door Impact Resistant. APPR.OVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 04 /02/08 with no revisions signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. TERiMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any . product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1104.03 consists of this page 1, evidence page 1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohamm ° t Iqb Shaikh, P.E. NOA No 08- 0417.05 Expiration Date: May OS, 2013 Aroval Date: May 22, 2008 /y��D� pp Page l • • • • • • • • • • • Sunshine Windows Manufacturing. Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • .. • • • • • • • •••• • •• • •. • • • • .. • A. DRAWINGS • 1. Drawing No. FD08 -01, titled "Series 2001 Aluminum French Door juapact . . Resistance ", sheets 1 through 3of 3, prepared by the manufacturer,•datei 04/012./ with no revision, signed and sealed by Francisco Hernandez, P.E. , • :'. • • B. TESTS (Submitted Under NOA # 2- 1104.03) •• •• • •..• 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 . 2) Uniform Static Air Pressure Test, Loading per F'$C: I AS 2(294 • . •••• • • ..• 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 3399, dated 07/24102, signed and sealed by Late Gilbert Diamond, P.E., reviewed by J. O. Chan, P. E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Francisco Hernandez, PE, dated 03/31/08 signed and sealed by F. Hernandez, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for "Saflex III G clear and colored interlayer ", expiring on 05/21/11 2. . Die drawings prepared by Alcan ExtrusionsAWC -36, 37, 38, 39, 47 & 57, dated 2003. E. STATEMENTS 1. No Interest Letter signed and sealed by Francisco Hernandez, PE. on April 02, 2008, 2. Code Compliance letter signed and sealed by Francisco Hernandez PE, on April 02,2008 3. Test Compliance letter issued by Fenestration Testing Laboratory, Inc on . 08/16/02 signed and sealed by J. Chan, PE.(Submitted Under NOA# 02- 1104.03) F. OTHER 1. NOA # 02- 1104.03 E -1 Mohammed Igbal Shaikh. P.E. Senior Building Code Compliance Specialist NOA No. 08- 0417.05 Expiration Date: May 08, 2,008 Approval Date: May 22, 2;I I'3 • • • • • • • • 01 1a" FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN PRESSURES CHART OF TITS SHEET. FOR DETAILS SEE SECTIONS SHOWN ON SHEETS 2 OF 3 AND 3 OF 3. 5" 10" 10° Lgj 14-AX 1 1 I ( I � I I I 1 I 26 1/8" 26 1/8" — MAX MAX. DAYLIGHT M O � 18 I 1 I l I . 1 I� 0 MAX: MAX. ELEVATIONS 10" MAX: 72" MAX DOOR WIDTH MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED • DESIGN PRESSURES T- PSF DOOR DOOR I i DOOR LEAF 26 HEIGHT LEAF MAX. WIDTH ANCHORS (NOMINAL) 4 POS. NEG. (NOMINAL) PER HEAD SILL PER JAMB 40 3' -0" 4 I 70.0 70.0 4 8' -0" 8 2' -6" 3 �1• 70.0 1 1 I ( I � I I I 1 I 26 1/8" 26 1/8" — MAX MAX. DAYLIGHT M O � 18 I 1 I l I . 1 I� 0 MAX: MAX. ELEVATIONS 10" MAX: 72" MAX DOOR WIDTH MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED • DESIGN PRESSURES T- PSF DOOR DOOR DOOR DOOR LEAF LEAF HEIGHT LEAF WIDTH ANCHORS (NOMINAL) ANCHORS POS. NEG. (NOMINAL) PER HEAD SILL PER JAMB 3' -0" 4 70.0 70.0 8' -0" 8 2' -6" 3 70.0 70.0 3' -0" 4 70.0 70.0 6' -8" 7 2' -6" 3 70.0 70.0 NOTES: 1, ANCHOR OPTIONS AND NUMBER OF ANCHORS: 1/4" ELCO TAPCONS WITH 1 1/2" MIN. EMBEDMENT INTO CONCRETE DOCK OR #14 S.M.S. WITH 1 1/2° MN. EMBEDMENT INTO 2BY WOOD BUCK.OR #14 S.M.S. X 1 1/2° IN METAL FOR NUMBER OF ANCHORS FOR EACH DOOR UN6 SIZE REFER TO DESIGN PRESSURES CHART. 2. FLUSH BOLT& ALL DOOR FLUSH BOLTS SHALL BE ENGAGED 111 ORDER TO ACHIEVE DESIGN PRESSURES SHOWN ABOVE. 3. GLAZING. 5/16° OVERALL LAMINATED GLASS MADE OF TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090" INNER LAYER Fall SAFLEX- KE"PSAFE BY SOLUTIA INC. GLAZING PENETRATION 0.533 °. 4. COLONIAL'MUNTINS CAN BE APPLIED. 5, FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) #10 X 1° PAN HEAD SHEET METAL SCREWS. & SEALANT AROUND PERIMETER OF DEAD 80L7, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, PANEL, ETC. 7. REFERENCE TEST REPORT FTL -3399. & TH15 PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING JOIE. • • • • • • • • — • • • •. w • • .. • • • • • • • • • • •• ••• -. • PRODUC7 AL'NFAITD G4.04404.11114) et. Pu71 8_. • +Ecr 7.eto •• • • •• • •ji2 ro� MOMS= KMWATIEZ FL PE ®51393 Sunshine Windows Manufoc#uring, b 1745 W. 33rd Ploae l0aleoh, Florida 33012 Ph: (30.5)384 -9852 Fme(305)825 -5118 ••• • • • • • •' • • • • • • • •• •• • • • • ••• • • • •• ••• • • • • • • • • • • • • • •• •• ••• • • ANCHORS ®6' FROM CORNERS AND THE REST ®12' O.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SE NOTE #1 AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR ODOR JAMBS) 1/4° mu 1daX. •v• Sunshine Windows Manufacturing, Inc, 1745 W. 3311 Piave WWmR FIa11aa 33012 Ph: (309)354-9952 P (305)828 -6118, • • . m� 1BY OR 2BY WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYPICAL FOR AU. WOOD BUCKS) CHU WALL ANCHORS ®6° FROM CORNERS AND THE REST 012' O.C. MAX FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE d1 AND DESIGN (TYPICAL FOR DOOR JAM) 1 OF 3. © $ 0 0 REV, GLAZING DETAIL HORIZONTAL SECTIONS •• ••• • • • • • • • • • • • • • • •• • • • • • as :FS111;9w n6:s N01140 AMP.a.C" rio o = -e .or Wi /17 • • • • • • • • • • • • • (t • • •• •• • • •• • FRANCISCO ¢ 1363 • •¢:2:Q4 ••• • • If • ••• • • .• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • . • • ••• • • IMPACT GLASS: SEE NOTE g3 ON SHEET 1 OF 3 MID GLAZING DETAIL SHOWN IN SHEET 2 OF 3. STRUCTURAL SUCONE DOW CORNING OR MOLAR MATERIAL LIST ITEM # PART REQD. DESCRIPTION MATERIAL 1 SW -38 1 FRENCH DOOR HEAD 6063 -T6 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL 6063 -T6 3 SW -36 4 FRENCH ODOR VERTICAL STILE 6063 -T6 4 SW -37 2 FRENCH DOOR JAMB 6063 -T6 5 SW -40928 (4") 1 PER ANCHOR FLAT FILL COVER 6063 -T5 6 SW -40 1 FRENCH. DOOR SILL (MILL FINISH) 6063 -T6 7 SW -47 1 FRENCH DOOR ADAPTER 6063-45 8 SW -3332 AS REQ'D FIN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW -57 3 PER LEAF 8" BUTT HINGE 6063 T5 10 SILICONE AS REQD DOW CORNING 995 /PECORA 895 SILICONE 11 SW -L1 1 LOCK (LATCH) METAL YALE NEW TRADm0NS' 800 SERIES DEAD BOLT METAL 12 SW -L2 1 LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR 13 SW -FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS-REVD # 10 X 1" SMS 15 SCREWS AS-REVD # 10 X 1 1/2" SMS.. 16 SW -30 AS -REQ'D APPLIED PERIMETER TRIM 6063 -T5 17 SCREWS AS -REVD {� 8 X 1/2" SMS 18 SW -H 1 SURFACE MOUNT HANDLE METAL Sunshine Windows Monufcotufng, Inc. 1745 8, 33rd Pima I• abc5, Floddc 33012 Ph: (353)364 -9952 Fmc(305)928 -5118 FD HEAD (SW -38) OFD TOP & BOTTOM RAIL (SW-39) 4.375 •FO VERTICAL STILE (SW/ -36) PERIMETER TRIM 1— ANCHORS 85° FROM CORNERS AND THE REST ®10° 0.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE E1 AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR HEAD AND SILL) FD JAMB (SW-37) • O FD FLAT FILL COVER (Sw-409280) • s 1.808' VERTICAL SECTION FO ADAPTER(SW -47) FD HINGE (SW -57) • t 1.c , '+:;':.1-:: Lida • ...:.,., >� 08 D. -Pr • Maki ' • `I: cenammt • • • • • • • • • • • • •• • - - -- • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • •. • • • • • •• •• • • • •• •• • • • • ••• • • • • • • .•• • •• • • • •• • • • • • • • • • • • •• • • • • • • F V i av rot". THF Z `11714 CatIT z . 7 0P. ;;:7: .. • • • • • • •• • • .•• • • •••• •••• R V I X E A S F )TED - *Y • •• • • • • •••• >�Q %i il�ie WITFiC•UT ....tit .:d i i',C:ia •• ...,. C,O1TRACT 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Sunshine Windows Manufacturing, Inc. 1745 W. 33"' Place Hialeah, FL 33012 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3051172 6339 www.miamidade. ' ov/bui • Ede • • • •• • •• • • • • •• • • • • • • • •••• • This NOA is being issued under the applicable rules and regulations governing the use ott'onstructk n • • • materials. The documentation submitted has been reviewed by Miami -Dade County Product•C ontrolpi'4 n • and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County gpd 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 Cpunty.Pr• oduct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cog reserve the tight to have this product or material tested for quality assurance purposes. If this product or materiar faits 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 1650 Aluminum : orizontal Slidin ; W' t , • APPROVAL DOCUMENT: Drawing No. HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, prepared by manufacturer, signed and sealed by Francisco Hemandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E- 1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. AIL APPROVED SAW ' NOA No. 08- 0107.08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 Page 1 • • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • • • 2. Drawing No 11S08 -01, titled "Series 1650 Aluminum Horizontal SSidiPg1WindoW • • (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, prepared:13yy • • manufacturer, signed and sealed by Francisco Hernandez, P.E. • • B. TESTS •••• • • • • •••• • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • 2) Uniform Static Air Pressure Test, Loading per FOC'PAS 202 -94 • 3) Water Resistance Test, per FBC, TAS 202 -94 • • • 4) Large Missile Impact Test per FBC, TAS 201 -9d •....• 5) Cyclic Wind Pressure Loading per FBC, TAS 243;511.: • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 •• • along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Butacite PVB. Interlayer." dated January 05, 2006, expiring on December 11, 2010. E -1 Manuel Pedal' .E. Product Control , i er NOA No. 0: , .08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed b••••• Francisco Hernandez, P.E. • • • • .. • • 2. Statement letter of no financial interest, dated December 15, 2007seipod and Seal &d by Francisco Hernandez, P.E. • 3. Laboratory compliance letter for Test Report no. FTL -5331, issueb laenestratirnt• Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by CarlAs S. Rionda, P.E. • • • • • • • •• 4. • • • • Laboratory compliance letter for Test Report no. FTL -5015, issuer:1.10 Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Cnrlos $' • • • • Rionda, P.E. •••• •• • • • • •••• G. OTHER 1. None E -2 Manuel Pe Product Control E ; r NOA No. 08-0107.08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 • • • • • • • • • • • • •••••• • • DESIGN PRESSURE CHART .'83' SERIES 1650 AMMON HORIZONTAL SLIDING WINDOW (E0) HEAT STRENGTIRMID UNMATED IMPACT RESISTANT GLASS WINDOW ANCHOR DIMENSION SCHEDULE IIIIREICANREI20CTECI309 60NOTlEQV1 MOTH PER HEIGHT HEAD & SRL PER JAMB 13/4" SILL 3" SELL EXT. INT. EXT. 1 281/6. 37. 531/6. 74' 3 4 6 8 3 33.33 120.00 80.00 120.00 53.33 120.00 80.00 120.00 53.33 119.30 80.00 119.3 53.33 90.0 80.00 90.00 281/6. 37' 59 tir 74- 3 4 3, 3/5° 8 5 33.33 120.0 80.00 120.00 53.33 120.0 80.00 120.00 53.3395.50 83 1/6° 74' 37' 6311,6. 74' 24' sr 45* Or 76. sr ar 72 X sr 48" err 76. 35" 45" ef 72' 508/6. 6 8 6 53.33 78.90 43.33 104.70 53.33 88.40 80.00) 78.80 80.00 80.00 95.50 7820 104.70 88.40 53.33 67.30 87.30 87.30 4 53• 8 8 7 53.33 8820 80.00 8820 5133 75.00 75.00 75.00 5133 82.00 62.00 62.00 24' 3 4 8 7 3 53.33 120.0 80.00 120.0 120.0 80.00 120.0 53.33 120.0 80.00 120.0 53.33 120.00 80.00 120.0 53.33 90.00 80.00 90.00 3 4 sr 5 6 7 4 1133 120.00 80.00 120.0 53.33 120.00 80.00 120.0 53.33 120.00 80.00 120.0 53.33 99.90 80.00 99.90 53.33 88.60 80.00 88.80 48' 4 5 6 7 5 53.33 100.40 80.00 100.40 53.33 93.90 80.00 93.90 53.33 87.00 80.00 87.00 53.33 74.30 74.30 74.30 512" 4 5 6 7 7 53.33 90.00 80.00 90.00 53.33 87.00 80.0 87.00 53.33 8340 80.0 83.40 53.33 87.80 67.80 67.80 TYPICAL ELEVATION (X0) GENERAL NOT IMPACT HORIZONTAL. ROLLER WINDOW 1.- CONFIGURATIONS OX AND X0 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SZE REFER TO OEM PRESSURE WART 3.- REFERENCES: TEST REPORTS FTL-8015 AND FTL-5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST RAVE THEIR OWN NORCE OF ACCEPTANCE AND MUST IM MAIM OF STAINLESS sza. OR HAVE ADEQUATE PROTECTION MANST CORROSION. PER DIN 50018. AUMINUM CONTACTING METALS SHAU. 8E PROPERLY PROTECTED. 8.- GLAZING 0.340" OVERALL UVANATED 01/SS USING TWO UTES OF 0.125" HEM STRENGTHENED MASS WITH A 0.090* INTERUCTER FILM DUPONT BUTACITE PVII, BETWEEN THE TWO UTES OF MASS. LAMINATED EN TECNONASS OR SIMILAR IMAM. DADE IMPACT RESISTANT sigurrmas ARE NM REQUIRED IMPACT RESISTANT WINDOW • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '8 • • • • • • $ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : : -*VA* •FR8N0101: HERNANDEZ PLORIDA• PE # 51393 • • • • • • • • • • • • • * • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DESIGN PRESSURE CHART • PSF SERIES 1650 ALUMINUM LIORIZONTAL SLIDING WINDOW 40) HEAT STRENGELIENED LAMIDULTELI DAPACT RESISTANY GLASS WINDOW DIMIDDRON ANCHOR SCIIEDULE OURRICANS PROCIECHON 1510311501103019 MTH REM* PER HEM Es PER JAMB 1 314° BELL 3' SILL 1 1 74' ,r74. Sr 53 1/5' 74* 38 3/5° 50 5/5'" 53. 11 11 6 ENT. 6 53.33 OIL INT. 8 53.33 8 11 9 53.33 00.00 90.00 90.00 80.00 j80.00 80.00 90.00 90.00 90.00 53.33 90.00 80.00 90.00 33.33 85.20 80.00 85.20 72* 48* 11 7 53.33 90.00 80.00 80.00 48. 50' 7r ece 7 9 11 9 53.33 90.00 80.00 90.00 53.33 90.00 80.00 90.00 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (X0) GENERAI. NOTES: IMPACT HORIZONTAL ROU.ER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FM NUMBER OF ANCHORS FOR EACT1 UNIT SIZE REFER TO DESIGN PRESSURE CHMW 3.- REFERENCES: TEST REPORTS FTL-5015 AND FTL-4331. 4.- MS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST WE THEIR OWN NOTICE OF ACCEPTANCE AND tAJST BE MADE OF MUSS STEEL OR HOME ADEQUATE PFETTECTEN AGAINST CORROSION. PER DIN 50018. AUGATIUM CONTACTING METALS SHALL BE PROPERLY PROTECIED. 6.- CLAM& 0.340' OVERALL D GLASS USING TWO UTES OF 0.125' HEAT STRENGTHENED GUNS WITH A 0.090' INTERLAYER FILM DUPONT MOTE NIL INIWEIN THE TWO MS OF GLASS. LAM= BY TECNOGLASS OR SMEAR MAW- DADE WPACT SESISTANT SWUM ARS NOT BMW= IMPACT RESISTANT WINDOW 405T".71-7F 00 00• • • 0 • • • ••• ***• • • • 00 • ■ 0 II ■ • •0-0 • do • • • 0 4•0 • • 0• •04 • 00 *OS •0 • • • • • • • 9,...1q411 •* ••• 000 • •• • • • • • • • • * • ■ • • • . 0 0 • • • • • • • ••• • • • • • • • • • •• #: 51393 000 • 0 0 • . 0 1600 0 0 • • • • • • • • • 006 . 6 0 • • • • • • • • • • • •• •• • • • 0• 00 •6• 0" 0 • 0•• • • MATERIAL LTST PART* RIMEL DESCRWOOK MAI52AL 1 SW-019 1 EWE HEB! 8003 -T5 2 SW-019 1 FRAME SRL 8053-75 3 Stim21 WERT TRACK 6053 -111 5 SW -012 2 Stmt TOP/BOTTOM RUT. 9083 -15 6 563015 AS ROD FIN SEAL FILE FELT 6 V/3212 BRASS 9 56-017 1 M016N0 MIET6+R R 6083 -15 10 SW40111 1 FOXED WEIRS RAIL 6083 -75 11 SW-AS AS ROD AMY SCREWS 08X1'SMS. 12 SW -013 JAMB 10 MOWS PANS. 5083 -78 MATERIAL UST 71521 PART READ. MATESTAL 13 SE-0113 1 M002 G SIDE NIL XT5 14 SW3257 AS ROO HEATHER STRP BULB 18 SW-687 AS ROD 2810 16 SH -$10 2 /SILL RERCLbATEO FILTER FOAM 17 5240771 1 SAL MSER 6063-15 18 511 -014 1 JAMB TO MO PANEL 8-75 19 AS ROD 8U ONE 20 SW -101 AS 290 IMPACT CLANS BEAD PEC. -895 OR 868/2 6083 -T8 21 SW -311. 1 3/8' X 3/4' FLAT BAR STEEL 22 SW-AS ASSEM.Y SAS /8X21/r MOM WE= Ite SW- 6083 -'15 MOYA10 MEET610 RAIL 6063 -T5 1.312 JAMB 10 FIXED PANEI. 8833 -745 L077 --I FRAME JAMB TO IMMO PANEL 6083.75 SAME 1540 56-018 6063 -15 80*8£ FWJSO A16f SIL SW-019 6063 -T5 20829 SSE RAIL 8063 SILL Met 6083-15 MEW TRACK 6 ', 0. 1.060 4060 1 0.814- SUM TOP MO BOTTOM it71IL 75 IMPACT RESISTANT WINDOW •. • • ••S • •• • • •. • • • ••• .• • ••• .. e• • •e • • .• • •. • •.• • • . . • • •e ••• .•• ••• • • • • •. • • • • •• • • ••. • • • • ••• '• • • • • • • • • ••• • • • • • • • • • •• .• • • :• 0 •• • • • ••• • • • • • • •• • • • •.•• • • • t38 • • ..,;� PE • 54393 • • • • • • • • • •• -•• ■ •. DETAIL AITACIUNENT TO MASOXRY TYPICAL /WAR; I /a° s S 1 t/Y •0u. PENETRA710ti RWO Yom. IMFO DOOM 1• St %DOD BUCK (FOR WX AND OR spills N+0 rum OF ANCHORS REFER TO DESIGN P ) r EA' WOOD DUCK D TAIL$ ATTAC®eNT1OWOOD DETAILC ATTACHMENT 10 METAL STRUCTURE OMAR. (STEEL OR MARL 1/8' iRV T TYPICAL HEAD SECTIONS IMPACT RESISTANT WSW a•amallytoaa ®• .I1?71 `?s tit,.;. _..�, •• •• • • • • • • '• • •' • •• •• • • • • • • •• • • - • • • • • • •• • • •• • • • •••• • • • • • • • • ••• • • • • • • • • •• • • • •• ••• • •• • • • • •• • • •• • •• • • • • • • • • • • • • • • • • •• ••• • • •• • • ••• •• •• • • • • • • • •• • • FLORIDA PE 7 51393 ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 2 1/2- MIN. 1•121CAL ANCHORS 2 1/2° MIN. I/4• TARIM 1 1/4.ImN. OREDNENT two ( OR MAX. AMp{OR MONO AND Num= OF ANA REFER TO DES= PRESSuRE a1ARt1 ATTACHMENT TO PRECASTSIU. 2• BY WOOD B11cc TYPICAL AMA 1/4 WES 1/2• MO. PENETRATION QITO W000. (FOR MAIL WWI SPP INO MW NUMBER OF ANCHORS REFER TO DiS0N PIRESSURE c HJ DETAIL it ATTACH TO WOOD DETAILG Maiustsikn 3/4* Npwf -mom wow co 1. 8Y W010 100 :� .. 4 J2 1/2° Mw. 2 1/2° MIN.. DETAIL TYPICAL A 1/4' -SWOONS 1 1/4' ROL EMBEDMENT BOO MASONRY ROOM 1° BY TAM Buac oR NER Stave NON MEOt = GROUT (lost MAX. N MI0 swam AND meta OF ANCHORS Rat To DESIGN PRESSURE CRARY) ATTACHMENT TO MASONRY TYPAL MOM 1/4• SNS ThIROF 4 "ESC (FOR MAX. ANCHOR SPACING ANC 'MOM OP ATE REFER TO OMSK PRESSURE CHART) ATTACHMENT TO METAL SIRI PIE (SIEW. OR AIM. 1/8• wit TTE9O • • • • • ral -AT CTi i SECTLONS EvIPAC°T RESISTANT WINDOW • s•°°%1?8.8bBr bra • 63 v ••• • •• • 0• •III •• • • • • •• • • • • • • • • • • • • • • ■ • • • • • • • • • • •• .•• • • •• • • • ••• • • • • • •• •• •.• • • • • • • • • -* •- • • it • ■ • • • • •• • -• • • • • • ••. . • • • • • • • • • . -• • • •• •• ••. • • • • •. •• ••• • • • • • • • 3-164 •• R.0E6% PE P ••• • • • • • • • • • • • • • •• • •• ••• • • Stalin fitimes kientiachitg, Ire. Mb i'6fde.330t2 Pam. R -8111 Wpm. • RF odu sod• 1 1 O MMNi R0. HM-Q1 sHtET 8OF7 DETAII. L4 ATTACHMENT TO MASONRY MOM. ANCHORS 1/4' TAPCONS 1 1/4' MN. ETMEOMENT . INTO MOW THROUGH 1• BY WOOD BMeK OR NON SHRDnt NON NET WC GROUT (FOR MAIL ANCHOR SPACm AND NIAMERi NICHORS REFER TO DEiTON PRESSURE CHART) ATTACHMENT IO MUILIONS DETAIL r BY WOOD BUCK TrPica. moms 1 /s• in , 1/r MIN. PENETRATION ear) woos. (+CR AWL MOOR M CDNT AND N» or MO HORS REFER TO COMM PRESSURE CHAR*) DETAIL ATTACHMENT TO WOOD DETAIL GLAZING DETAIL 0. ice' 1� T RITA= PLO mama 3.340° (MALL LAMA= GAUSS USW TWO UTES OF 0.121' HEAT QED GLASS WITH A 0.080' INTER1AYER LAMINATED BY mow= OR MAR T LITES OF GLASS. TYPICAL. JAMB SECTIONS IMPACT RESISTANT WINpOW •• TYPICAL ANCHORS 1/4' SIAS. THROUGH METAL (FOR NM ANCHOR SPACING MB NUMBER OF MOMS REFER TO DESIGN Pfd MIST) JETAA___,IL ATTACHMENT TO METAL STRUCTURE DETAIL ($IEEE OR ALM 1/6' 101. THICKNESS) ••• • • •• • • • • ••• •• • • •• •• • • • • ■ • • • • • • • • • • • •• • • • • • • • • • . • •• • • • •• ••• ••• • • • ••• • • • • • • • . • • • • • • • •• • • • • • • • • ••. • •. • • ••• • • • . • ... • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �— rti--o8 • FRANCISCO ►i #31393 Onom a, RF BWc sw, .1 Ntwht•e -- HSO8 —01 SHEET 7 OF 7 •••• • • • •••• • • • • •• • • • • • • • • •• •eeee• • •• • • • • •••••• eee.ee • • • • • • • • •••• • •• • • • • • • •• • •• •• • • • •e•ee• •ee• • • • • • • • • • • • • •• • • • • • • • • e• •••• DATE RE DATE RET'D • • • ,_ -16 copr -t BEVIES:- EDASWTED y RE'J'EW A3 ^t.!> M T1t J -EY r THE f;^:. "n 511'1 6 U ,iiT7' '° :1 `('t'' - b A' L.,';o Tt:3a._,r'Td B - lit' 41 C: , rr 1rT(J.l a_ e n .' 6'�l.� ka'•��i�lT4�Y�?s %1� f� ! 1r',�� f:C)n, L5 .1,;, ^c _ � ... �: .. •i7 �t � ., � C;. a r?'.Q 2df;!; if�� E1�� -� < } 1 ` -� -, c':? °_ F��_1_L t•OP;TWci ��{ s " • zA ALLISON ASSOCIATES, INC. Professional Land Surveyors Phone () 771 -2231 Fax 01154) 771-0522 4570 N.E. 4th Avenue Ft. Lauderdale, FL 33334 1 MIA.I▪ IQL ti4) eLi.7��CT� \: •• •• • (PRIVAT � , utw ss1„,„ 1 mist L9T_ -�S sa.rr� • BOUNDARY SURVEY LOT 11, TOGETHER WITH THE WEST ONE- HALF(Wh) OF LOT 10, BLOCK 91, AMENDED PLAT OF MIAMI SHORES SECTION NO. 4 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT RECORDS OF DADE ABBREVIATIONS: ADJ ADJACENT ABC -NR CONDITIONER SLAB AE -ANCHOR EASEMENT BBQ - BARBEQUE PIT BM - BENCHMARK BLK -BLOCK BCR - BROWARD COUNTY RECORDS BSB -BUILDING SET BACK (C) - CALCULMED CFT - CALCULATED FIELD TRAVERSE CE -CANAL EASEMENT CME -CANAL MAINTENANCE Q -CENTER LINE CH -CHORD COL - COLUMN CONC - CONCRETE CBS - CONCRETE BLOCK STUCCO C&G - CONCRETE CURB & GUTTER COR - CORNER DCR -DADE COUNTY RECORDS DB -DEED BOOK DE - DRAINAGE EASEMENT COUNTY, FLORIDA. DU&ME - DRAINAGE, UTILITY& MAINTENANCE EASEMENT DH -DRILL HOLE ESMT - EASEMENT ER -EDGE OF PAVEMENT E/W .EDGE OF WATER EL - ELEVATION FF - FINISH FLOOR 0 FRONT DOOR FE - FLOODPLNN EASEMENT FND -FOUND GF - GARAGE FLOOR H/W - HEADWALL INV - INVERT IP -IRON PIPE IPIC -IRON PIPE IN CONCRETE IP&C -IRON PIPE A CAP IAA -IRON ROO IR&C -IRON ROD & CAP LME -LIAM MAINTENANCE EASEMENT LAE - LIMITED ACCESS EASEMENT LF - LOWEST FLOOR MNNT - MAINTENANCE BOOK 15, PAGE 14, ME - MAINTENANCE EASEMENT q - MEASURED KO -NAIL & DING NGVD - NATIONAL GEODETIC VERTICAL DATUM NR -NON RADIAL NA -NOT ARPUCABLE NIC -NOT INCWDED TUTS -NOT TO SCALE OA -OFF SET ORB - OFFICIAL RECORDS BOOK Q -ON UNE OPT - OPTIONAL PG -PAGE PBCR -PALM BEACH COUNTY RECORD PAVE AAVEMFM PCP - PERMANENT CONTROL POINT PRM - PERMANENT REFERENCE MONUMENT 0') -PLAT PB -PLAT BOOK OF THE PCC PC PI PRC PT RGE RP RES RAN REE SEC SAV STY TOB TAMP .UNR UE UEA U&ME PUBLIC •••••. • • • OOOOO • 4 •••••I • OOOOO • OOOOO ••••• • • • ••••••• • ••••11•11 • • -POINT OF COMPOUND CURVATURE -POINT OF CURVATURE -POINT OF INTERSECTION -POINT OF REVERSE CURVATURE -POINT OF TANGENCY •PROPERTYLNE -RANGE - RADIUS POINT . - RECORD - RESIDENCE -RIGHT OF WAY -ROOF ENCROACHMENT EASEMENT SECTION SIDEWALK -STORY -TOP OF BANK TOWNSHIP - UNREADABLE - URUTYEASEMENT - UIRITVEASEMENT ACCESS - URUTY& MAINTENANCE EASEMENT ADDRESS: 410 N.E. 102ND STREET, MIAMI SHORES, FL. 33138 CERTIFIED TO: CARPENTER GROUP TITLE INSURANCE AGENCY COMMONWEALTH LAND TITLE INSURANCE CORPORATION PAUL BOUTIN DESJARDINS FEDERAL SAVINGS AND LOAN, ITS SUCCESSORS AND /OR ASSIGNS NOTES: ® LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND, R RIGHTS- OF-WAY OF RECORD. ® UNDERGROUND OR INTERIOR IMPROVEMENTS ARE NOT LOCATED EXCEPT AS NOTED. ® THE BOUNDARY LINES SHOWN HEREON ARE BASED ON THE LEGAL DESCRIPTION FURNISHED BY THE CLIENt NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY ROBERT L. ALLISON TO VERIFY SUCH. ® BUILDING TIES ARE 90' OR RADIAN. TO THE PROPERTY LINE. ® ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. © BEARINGS BASED ON RECORD PLAT. D LAST FIELD WORK: 9-30 -gal l/•4.08 I HE : CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES ti E MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS C y�: • IN CHAPTER 61G17, FLORIDA ADMINISTRATION CODE. ROBERT L. ALLISON PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION No. 4278 REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. JOB NO: 96-6E9 F.B./PG: L.3//2 FILE NO: D /5 -/4 SHEET 1 OF 2 SHEETS •••• • •••• • • •00 • •00. • • ••0• • •• • • • • 00 • •• 000000 iVE /02id ST •.i 000000 • •••••• 0000 • • •••.1 •: '47.r JO.O�'> •• ••• • ••YM•: • • • •• N • ••• • 0000 •• • • • /g . LOT /2 •• • •• • .7500 -.. 2S 2 -�.�// 5' O.es ( ZR 8. LOT // /5 ALLEY --- /opv1-/ LEDGEND: O MANHOLE GM.H.) G CATCH BASIN (C.B.) e- ANCHOR & GUY o SET 541* IRON ROD is CAP 84278 . WOOD POWER ROLE (WD. P.P.) -•.•• O CONCRETE POWER POLE (CONC. RR) • PERMANENT CONTROL POINT (RC.R) Ire ® PERMANENT REFERENCE MOUNMENT I$R.M.) Ca FIR:. MDRNIT 61.) WATER METER (NGM.) CABLE tK (CALM) TELEPHONE (TELE.) METAL FENCE WOOD FENCE ELECTRIC TRANSFORMER OVERHEAD POWER CONCRETE BENCHMARK REFERENCE: NA. ELEVATIONS BASED ON N.G.VD. AND SHOWN THUS ADDENDUM DATE BY CK'D BOINDARY L %EVEY(uPI,E) //- 4-08 FLOOD ELEVATION INFORMATION: COMMUNITY / 20 ase DATE OF FIRAA_-2 -94 BASE FLOOD EL FIRM ZONE X LOWEST FLOOR EL N • PANFI 009.3 HIGHEST ADJ. GRADE N A • SUFFIX cT LOT SQUARE FOOTAGE: 8, 625Y SCALE: /11=80' 1 SHEET 2 OF 2 SHEETS U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For rarance Company Use: Al. Building Owner's Name PAUL BOUTIN Poticy Number A2. Building_Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 410 NE 102 STREET Company Number City MIAMI SHORES State FL ZIP Code 33138 ••••• • •••• .••••• • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SEE FOLIO# 11 -3206- 017 - 0610 " PB 15 PG 14 OF THE PUBLIC RECORDS OF MIAMI -DADE • • • • •• • COUNTY, FLORIDA • • • • • • • • • A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25 °52'07 -N Long. 80 °11 -W21 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in •••••. • • •••••• Horizontal Datum:.. • j❑ NAD :u4: • surance. ••••• • A7. Building Diagram Number 8 • A8. For a building with a crawlspace or enclosure(s): For a building with an attait etiagap?age: • • • a) Square footage of crawlspace or enclosure(s) 1407 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 14 c) Total net area of flood openings in A8.b 2338 sq in d) Engineered flood openings? ❑ Yes No A9. • • • • • NAD1j• e.• a) Square footage of atta chi �I q age 168 sq • • ; • b) No. of permanent flood.opePlinCs in the ,filartigd garage within 1.0 foot above adjacent grade • • ANNA •••••• • c) Total net area of flood c()tenirag9 in A9.4 Na scf in d) Engineered flood openings? • ❑ `fees; •a No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025 C 093 J Date Effective /Revised Date Zone(s) AO, use base flood depth) 7/17/1995 3/2/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 4 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AI-I, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BM# D -159 Vertical Datum NGVD -1929 Conversion /Comments NONE a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.3' b) Top of the next higher floor 12.6' c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) 9.7' e) Lowest elevation of machinery or equipment servicing the building 10.0' (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.6' g) Highest adjacent (finished) grade next to building (HAG) 9.8' h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A. structural support Check the measurement used. feet feet ® feet feet feet feet feet feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? e Yes ❑ No Certifiers Name PABLO J. ALFONSO License Number 5880 Title PROS FESSf@1 SURVEYOR & MAPPER Company Name Royal Point Land Surveyors A. , res- 6175 'STREET, # 321 City MIAMI LAKES Sig =tun State FL ZIP Code 33014 1 1 �' 1 -31, Mar 09 Date 08/10/09 Telephone 305 - 822 -6062 See reverse side for continuation. Replaces all previous editions 0' IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET City MIAMI SHORES State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Numbe SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) budding owner. Comme CROWN. 6F ROAD ELEVATION IS 10.3" AC SLAB ELEVATION 10.0' • • •• •__ ,• • •••••• Date 08/10/09 •• • • ❑ Check here if attachments °• $ MTION E - BUILDING ELF.V'ATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) •••••• • • . •••••• F86Zones AO arid•A (vfIthout B%),•%grnplete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, gig A For Items E1 -E4, use aatyrrj,grade, if available. Check the measurement used. In Puerto Rico only, enter meters. ,E1. PPovide elevra$dq information foCthe following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent • • • grade (HAM 9rtd the lowest adj §cent grade (LAG). a5 Top oj;I t`omfloor (iaclecjirbasement, crawlspace, or enclosure) is e feet ❑ meters ❑ above or ❑ below the HAG. b) Top of botbo r floor (including basement, crawlspace, or enclosure) is e feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ® feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET City MIAMI SHORES State FL ZIP Code 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix the instructions for Item A6. Identify all photographs with: date taken; Side View" and "Left Side View." if submitting more photographs than reverse. 1Photographs date taken: 08/10/09 1 For Insurance Company Use: Policy Number •••• Compaty,, 14I�Tlumbe� °°° : • • . • • • • •• • • • • • • • • • •.•.•._w •• • • ..... at least two building pholg raphs below accordi-rgt0: "Front View" and "Rear VjQw ; and, tf•r .sired, "Rjgbt will fit on this page, use tINC.Ontinuation Page op•tte.' •• • . • • •• •• .....• • • • • • • •••• • • ••. • ...... ..•.•• FRONT VIEW REAR VIEW • • • • • • LEFT SIDE VIEW RIGHT SIDE VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 410 NE 102ND STREET Policy Number City MIAMI SHORES . State FL ZIP Code 33138 ••• •..... • Company NAIL Number • • . • .. • . . If* Seibrpritting ttAvphotoOraplts than will fit on the preceding page, affix the additional photographs below. Identify all p?1ptQgnaphs with. date take0•''Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." . . •...•. .••.. •.... ••.•.. • .' •• • • • • •••• ...... • . •. • . tr.N /A• VENT VIEW N/A • • •. . . . •••• .'. • •• FORM 1100A -08 r-ORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Boutin Builder Name: Owner Street: 402 NE 102 ST Permit Office: Miami Shores City, State, Zip: Miami Shores , Fl , Permit Number: 09 -805 Owner. Paul Boutin Jurisdiction: • • Design Location: FL, Miami • • • • •••• i • • • 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2053 7. Windows Description Area a. U- Factor: Dbl, U =0.80 136.00 ft2 SHGC: SHGC =0.70 b. U- Factor: Sgl, U =0.80 58.50 ft2 SHGC: SHGC =0.70 c. U- Factor: Sgl, U =1.20 53.00 ft2 SHGC: SHGC =0.70 d. U- Factor. Sgl, U =0.80 42.00 ft2 SHGC: SHGC =0.60 e. U- Factor: other 18.00 ft2 SHGC: other 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2053.00 ft2 b. N/A R= ft2 c. N/A R= ft2 •• -- - 9. Wall Types I sIetion• Area• • • • r a. Concrete Block - Int Insul, Exterior Rr4.d• • • 1698.00 ftz b. Concrete Block - Int Insul, Common R =4.2• • 168.®0 ft2 • • • c. N/A 11=•••• • ft 2 d. N/A R • •ftz • • • • • • 10. Ceiling Types In';dlatloli Area • • a. Cathedral/Single Assembly (Vented) R=3 4 • :2053.00 ft2. • • •42•• b. WA R • I • •�• • c. N/A RI • • • • • • • • 11. Ducts • • • • •' a. Sup: Interior Ret: Interior AH: Exterior Sup. R= 6, 240 ft2 12. Cooling systems a. Central Unit Cap: 60 kBtu/hr SEER: 16 13. Heating systems a. Electric Heat Pump Cap: 60 kBtu/hr HSPF: 7.7 14. Hot water systems a. Electric Cap: 66 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.150 Total As -Built Modified Loads: 46.78 PASS Total Baseline Loads: 59.63 I hereby certify that the plans and sp- ' i ons covered by this calculation are in complpdnce ' : i • rida Energy Code. I PREPARED BY: DATE: - - ! . . 1, 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. `! i� . WNER/AGENT:- '� J > ; a Review of the plans and = ©c1oE specifications covered by this calculation indicates compliance ;r �'.r,,, with the Florida Energy Code. - n Before construction is completed u ` sT,q = --= ,er ` • °�.`� .es . b� this building will be inspected for - 1„ compliance with Section 553.908 * zd Florida Statutes.' =µ ''OO BUILDING OFFICIAL: DATE: • .). ,� 1 vh) ,. DATE: " 0 c - o-5 - O ci - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 61.5900001525879 cfm at 25 pascals pressure difference in accordance W iii111Q62requires a roof absorptance test in accordance with N1104.A.4. - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with N1113.A.1. 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 •••• • • •••• •••• •• • • • •••• •••• • •• •••• •••o PROJECT • Title: Boutin Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Paul Boutin Conditioned Area: 2053 SubDivision: - # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Owner Worst Case: No Street: 402 NE 102 ST Permit Office: Miami Shores Rotate Angle: 180 County: Dade Jurisdiction: Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: Fl , •••• New /Existing: Existing (Projected) • •••• • • • • Comment: • • • •• • •• • • • • .• • CLIMATE • • I I •••• / IECC Design Temp Int Design Temp Heating • • • Design• Daily Temp ' V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree env • Iroisturt • .R5rjge •• •• • •• FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.E 56 Low • • • • ( FLOORS • • • I # Floor Type Perimeter R -Value Area Tile Woacj„Garpet 1 Slab -On -Grade Edge Insulatio 203 ft 0 2053 ft2 0.3 0 0.7 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Flat Gravel 2053 ft2 18 ft2 Light 0.96 Yes 30 1 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Vented 300 2053 ft2 N N CEILING V# Ceiling Type R -Value _ Area Framing Fra c Truss Type 1 Cathedral /Single Assembly (Vented) 30 2053 ft2 0.11 Wood WALLS / Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 S Neighbor Concrete Block - Int Insul 4.2 168 ft2 0 0.01 2 W Exterior Concrete Block - Int Insul 4.1 111 ft2 0 0.75 A 3 S Exterior Concrete Block - Int Insul 4.1 165 ft2 0 0.75 4 S Exterior Concrete Block Int Insul 4.1 75 ft2 0 0.75 5 W Exterior Concrete Block - Int Insul 4.1 225 ft2 0 0.75 1 6 N Exterior Concrete Block - Int Insul 4.1 75.75 ft2 0 0.75 7 W Exterior Concrete Block - Int Insul 4.1 45 ft2 0 0.75 8 N Exterior Concrete Block - Int Insul 4.1 185.25 ft2 0 0.75 9 N Exterior Concrete Block - Int Insul 4.1 36 ft2 0 0.75 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 •••( • • • •••• ••••' •••• • •••• •••• • •• •• • • •••• 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 ••• •• • •••• •••. .••• •••• •••• • •• •••• ••••, WALLS ■ # Omt Adjacent To 10 N Exterior 11 E Exterior 12 W Exterior Wall Type Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Cavity R -Value 4.1 4.1 4.1 Sheathing Framing Solar Area R -Value Fraction Absor. 135 ft2 0 0.75 531 ft2 0 0.75 114 ft2 0 0 0.75 - DOORS •••• / V # Omt Door Type 1 S Insulated Storms Metal U Value • Area • . • • • 0.46 " 21%t2 • • • •••• ■ WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" sectjpe aeoye. . • V # Omt Frame Panes 1 S Metal Low -E Double 2 S Vinyl Low -E Double 3 W Vinyl Low -E Double 4 W Metal Single (Tinted) 5 W Metal Single (Tinted) 6 W Metal Single (Tinted) 7 N Metal Single (Tinted) 8 N Metal Single (Tinted) 9 N Metal Single (Tinted) 10 N Metal Single (Tinted) 11 E Metal Single (Tinted) 12 E Metal Single (Tinted) 13 E Metal Low -E Double 14 E Metal Low -E Double NFRC Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes U- Factor 0.8 0.8 0.8 0.8 0.8 0.55 0.8 0.8 0.8 1.2 1.2 1.2 1.2 0.8 SHGC Storms 0.7 N 0.7 N 0.7 N 0.7 N 0.7 N 0.7 Y 0.7 Y 0.6 Y 0.6 Y 0.7 Y 0.7 Y 0.7 Y 0.7 Y 0.7 Y Overhang • • • Area Depth Separation ..913ttShade : '$Greening 12 ft2 4 ft 0 in 4 ft 0 in • •I■ER9 2006 *None 24 ft2 2 ft 0 in 4 ft 0 in ' HERS 2006 • None 84 ft2 2 ft 0 in 4 if 0 in • Jiang 2006 • Alone 24 ft2 3 ft 0 in 4 ft 0 in HERS 2006 • • *None 25.5 ft2 3 ft 0 in 4 ft 0 in HERS 2006 None 9 ft2 2 ft 0 in 4 ft 0 in HERS 2006 None 9 ft2 6 ft 0 in 4 ft 0 in HERS 2006 None 36 ft2 3 ft 0 in 4 ft 0 in HERS 2006 None 6 ft2 2 ft 0 in 4 ft 0 in HERS 2006 None 12 ft2 2 ft 0 in 4 ft 0 in HERS 2006 None 32 ft2 2 ft 0 in 4 ft 0 in HERS 2006 None 9 ft2 2 ft 0 in 4 ft 0 in HERS 2006 None 9 ft2 2 ft 0 in 4 ft 0 in HERS 2006 None 16 ft2 2 ft 0 in 4 ft 0 in HERS 2006 None INFILTRATION & VENTING V Method SLA Proposed ACH(50) 0.00036 CFM 50 1939 ACH 50 6.30 ELA EqLA 106.4 200.2 - Forced Ventilation - Run Time Fan Supply CFM Exhaust CFM Fraction Watts 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type 1 Central Unit Subtype Single _ Efficiency SEER: 16 Capacity Air Flow SHR Ductless 60 kBtu/hr 1800 cfm 0.75 False HEATING SYSTEM # System Type 1 Electric Heat Pump Subtype None Efficiency HSPF: 7.7 Capacity Ductless 60 kBtu /hr False 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 ••• •• • •••• •••. .••• •••• •••• • •• •••• ••••, HOT WATER SYSTEM # System Type EF Cap • Use SetPnt Conservation 1 Electric 0.92 66 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 • • • • •••• • DUCTS • . / — Supply — — Retum — Air Fiefc'e'�i' • V # Location R -Value Area Location Area Leakage Type Handler CFM 25 LOAM • Q. • •: RLF i •••• – • 1 Interior 6 240 ft2 Interior 48 ft2 Prop. Leak Free Exterior 61.59 cfm 3.43 %• • • 0.08• • Q.60 ' • • • • • • •• TEMPERATURES • • • • - • ••••_ Programable Thermostat: Coolin [[ Jan Heating [X] Jan Venting [[ Jan Thermostat Schedule: HERS Schedule Type Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) Y Feb Mar lX Feb lX] Mar X Feb X Mar 2006 Reference 1 2 AM 78 78 PM 80 80 AM 78 78 PM 78 78 AM 66 66 PM 68 68 AM 66 66 PM 68 68 Ceiling A r [XI Apr [X Apr 3 78 78 78 78 66 68 66 68 Fans: X Ma lX May [X' May 4 78 78 78 78 66 68 66 68 X Jun lXi Jun [X Jun 5 78 78 78 78 66 68 66 68 X] Jul [[X lX] Jul [X [X] Jul [[X Hours 6 7 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 Au Aug Aug 8 78 78 78 78 68 68 68 68 X Se IX Sep X Sep 9 80 78 78 78 68 68 68 68 • • • • • X Oct lX Oct [X' Oct 10 80 78 78 78 68 68 68 68 •••• • X Nov lX Nov ': [X' Nov 11 80 78 78 78 68 66 68 66 t ec � Dec X Dec 12 80 78 78 78 68 66 68 66 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 •••k • • • ••••• ••••[ •••• • •••• ••••. • • • ••.• •••• 1 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 402 NE 102 ST Miami Shores, FI, PERMIT #: 09 -805 INFILTRATION REDUCTION COMPLIANCE CHECKLIST •••• • • COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fixtures Multi -story Houses Additional Infiltration reqts SECTION N 1106.AB.1.1 NI 106.AB.1.2.1 N 1106.AB.1.2.2 N 1106.AB.1.2.3 N 1106.AB.1.2.4 N 1106.AB.1.2.5 N1106.AB.1.3 REQUIREMENTS FOR EACH PRACTICE . • •• • Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area • Caulk, gasket, weatherstrip or seal between: windows /door frames, surrounding wall; foundation & wall sole or sill plate: WI. I. between exterior wall panels at comers; utility penetrations; "" between wall panels & top/bottom plates; between walls and tun EXCEPTION: Frame walls where a continuous infiltration b'a!rier'is installed that extends from, and is sealed to, the foundation28 tf%': top plate. • •- Penetrations /openings > 1/8" sealed unless backed by truss •Qr, • ; joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. C1iECK • • • •• • • • • • •• • • • • • •• • •••• • • •••• • .• • • • •••• OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION N1112.AB.3 Swimming Pools & Spas NI112.AB.2.3 Shower heads Air Distribution Systems HVAC Controls Insulation N 1112.AB.2.4 N1110.AB N 1107.AB.2 N1104.AB.1 N1102.B.1.1 REQUIREMENTS Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: 8. Floor Types a. Slab -On -Grade b. N/A c. N/A Description Dbl, U =0.80 SHGC =0.70 Sgl, U =0.80 SHGC =0.70 Sgl, U =1.20 SHGC =0.70 Sgl, U =0.80 SHGC =0.60 other other Edge Insulation Existing (Projecte Single - family 1 2 No 2053 Area 136.00 ft2 58.50 ft2 53.00 ft2 42.00 ft2 18.00 ft2 Insulation Area R =0.0 R= R= 2053.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Common c. N/A d. N/A 10. Ceiling Types a. Cathedral/Single Assembly (Vented) b. N/A c. N/A 11. Ducts a. Sup: Interior • • • • •••• • • • Inseletio• Aret• • • • R•40I• • • 1698.09 ft2 • Rs4e• • • 168.00 ft' R =•••• :•t12.:. • • • R =•••• • ft2 Innsulaal'oni Anea • • • R=30.8' 2053.50 ft2 • • R• • • ft2 • ft ••2 •• R= ' • • • •••• • • • •• • • •• Ret: Interior AH: Exterior Sup. R= 6, 24042.:••• 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: • Department of Community Affairs at (850) 487 -1824. Cap: 60 kBtu/hr SEER: 16 Cap: 60 kBtu/hr HSPF: 7.7 Cap: 66 gallons EF: 0.92 Pstat * *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. EnergyGauge® USA - FlaRes2008 FORM 1100A -08 _FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system - leakage to outdoors is not greater then 61.5900001525879 cfm at 25 pascals pressure difference in accordance Waialila h2requires a roof absorptance test in accordance with N1104.A.4. - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with N1113.A.1. 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 - Project Name: Boutin Builder Name: Owner Street: 402 NE 102 ST Permit Office: Miami Shores City, State, Zip: Miami Shores , Fl , Permit Number: 09-805 Owner. Paul Boutin Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 13. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2053 7. Windows Description Area a. U- Factor. Dbl, U =0.80 136.00 ft2 SHGC: SHGC =0.70 b. U- Factor. Sgl, U =0.80 58.50 ft2 SHGC: SHGC =0.70 c. U- Factor. Sgl, U =1.20 53.00 ft2 SHGC: SHGC =0.70 d. U- Factor. Sgl, U =0.80 42.00 ft2 SHGC: SHGC =0.60 e. U- Factor. other 18.00 ft2 SHGC: other 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2053.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1698.00 ft2 b. Concrete Block - Int Insul, Common R=4.2 168.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Cathedral/Single Assembly (Vented) R =30.0 2053.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Interior Ret: Interior AH: Exterior Sup. R= 6, 240 ft2 12. Cooling systems a. Central Unit Cap: 60 kBtu/hr SEER: 16 13. Heating systems • • •: • • •: • a. Electric Heat Pump • • • • • Cap: 60 kBtu/hr • • IHSPF: 7.7 • • 14. Hot water systems • • a. Electric •••• Cap: 66galions • • • • • •' : • • V: 0.92 b. Conservation features • • • None • • • • •' • • • • • • 15. Credits • • • • Pstat •. • • • • • Total As -Built Modified Loads: 46.78 • • PA 1t S Glass /Floor Area: 0.150 • • Total Baseline Loads: 59.63 • • ' • I hereby certify that the plans a specifica r % - covered by this calculation are in compile • 'd =_Energy Code. J` �' PREPARED BY .. DATE: i _ '�._ t I, I hereby certify that this building, as designed, is in compliance with the Florida Energy Code i' OWNER/AGENT:_. '� DATE: :..,0 ,� f 6 1 Review of the plans and 0 ...... specifications covered by this ,,� calculation indicates compliance v j,,, '' p �' �f with the Florida Energy Code. m+,r Y . 3i'R2 / ` = , "i' ��` = �° 0 ` °- . r Before construction is completed this building will be inspected for cs': it , compliance with Section 553.908 * ` Florida Statutes. �' ' owe__ BUILDING OFFICIAL: DATE: - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system - leakage to outdoors is not greater then 61.5900001525879 cfm at 25 pascals pressure difference in accordance Waialila h2requires a roof absorptance test in accordance with N1104.A.4. - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with N1113.A.1. 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Boutin Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner. Paul Boutin Conditioned Area: 2053 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Owner Worst Case: No Street: 402 NE 102 ST Permit Office: Miami Shores Rotate Angle: 180 County: Dade Jurisdiction: Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: Fl , New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 203 ft 0 2053 ft2 0.3 0 0.7 ROOF Roof Gable Roof Solar • Dec • • • • • • # Type Materials Area Area Color Absor. Tested • pSul: Pit.. • • • • • •• • • • 1 Flat Gravel 2053 ft2 18 ft2 Light 0.96 Yes • • •30. • 1 deg • • ..• • • ATTIC "" • • • • • • • # Type Ventilation Vent Ratio (1 in) Area RBS • •IitQO • • • • 1 No attic Vented 300 2053 ft2 N • N• • •••• • • • • • CEILING •••• # Ceiling Type R -Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Vented) 30 2053 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R-Value Fraction Absor. 1 S Neighbor Concrete Block - Int Insul 4.2 168 ft2 0 0.01 2 W Exterior Concrete Block - Int Insul 4.1 111 ft2 0 0.75 3 S Exterior Concrete Block - Int Insul 4.1 165 ftZ 0 0.75 4 S Exterior Concrete Block - Int Insul 4.1 75 ft2 0 0.75 5 W Exterior Concrete Block - Int Insul 4.1 225 ft2 0 0.75 6 N Exterior Concrete Block - Int Insul 4.1 75.75 ft2 0 0.75 7 W Exterior Concrete Block - Int Insul 4.1 45 ft2 0 0.75 8 N Exterior Concrete Block - Int Insul 4.1 185.25 ft2 0 0.75 9 N Exterior Concrete Block - Int Insul 4.1 36 ftZ 0 0.75 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 WALLS # Omt Adjacent To Wall Type 10 N Exterior Concrete Block - Int Insul 11 E Exterior Concrete Block - Int Insul 12 W Exterior Concrete Block - Int Insul Cavity Sheathing Framing Solar R-Value Area R -Value Fraction Absor. 4.1 135 ft2 0 0.75 4.1 531 ft2 0 0.75 4.1 114 ft2 0 0 0.75 DOORS - # Omt Door Type 1 S Insulated Storms Metal U -Value Area 0.46 21 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. . / V # Omt Frame Panes 1 S Metal Low -E Double 2 S Vinyl Low -E Double 3 W Vinyl Low -E Double 4 W Metal Single (Tinted) 5 W Metal Single (Tinted) 6 W Metal Single (Tinted) 7 N Metal Single (Tinted) 8 N Metal Single (Tinted) 9 N Metal Single (Tinted) 10 N Metal Single (Tinted) 11 E Metal Single (Tinted) 12 E Metal Single (Tinted) 13 E Metal Low -E Double 14 E Metal Low -E Double NFRC Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes U- Factor SHGC 0.8 0.7 0.8 0.7 0.8 0.7 0.8 0.7 0.8 0.7 0.55 0.7 0.8 0.7 0.8 0.6 0.8 0.6 1.2 0.7 1.2 0.7 1.2 0.7 1.2 0.7 0.8 0.7 Storms N N N N N Y Y Y Y Y Y Y Y Y Overhang Area Depth Separation Int Shade 12 ft2 4 ft 0 in 4 ft 0 in HERS 2006 24 ft2 2 ft 0 in 4 ft 0 in HERS 2006 84 ft2 2 ft 0 in 4 ft 0 in HERS 2006 24 ft2 3 ft 0 in 4 ft 0 in HERS 2006 25.5 ft2 3 ft 0 in 4 ft 0 in HERS 2006 9 ft2 2 ft 0 in 4 ft 0 in HERS 2006 9 ft2 6 ft 0 in 4 ft 0 in HERS/ 2006 36 ft2 3 ft 0 in 4it 0 in. • HERS.200e 6 ft2 2 ft 0 in 4 feein • HERS2.981 12 ft2 2 ft 0 in 4 ft 0 in HERS 2086 • 32 ft2 2 ft 0 in 4 Mlle* HERS 2006 • • 9 ft2 2 ft 0 in 4 ff It ITS' HERS 2006 •s • 9 ft2 2 ft 0 in 4•fj,0Ip• • HEiRS'2 16 ft2 2 ft 0 in 4400 in. • HERS 2D06 Screening None None None None None None None dgge • • None• • one • • 1118rV •: Itler • • None Nona' INFILTRATION & VENTING • • • •' • "" •- - -- • ' - - V/ V Method SLA Proposed ACH(50) 0.00036 CFM 50 1939 ACH 50 ELA 6.30 106.4 EqLA 200.2 - Forced Ventilation - ' Auei me Supply CFM Exhaust CFM Fraction 0 cfm 0 cfm 0 Fan Watts 0 COOLING SYSTEM # System Type 1 Central Unit Subtype Single Efficiency SEER: 16 Capacity Air Flow SHR 60 kBtu/hr 1800 cfm 0.75 Ductless False HEATING SYSTEM # System Type 1 Electric Heat Pump Subtype None Efficiency HSPF: 7.7 Capacity Ductless 60 kBtu/hr False 8/3/2009 1:35 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms r 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" a. U- Factor. SHGC: b. U- Factor. SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: Description Dbl, U =0.80 SHGC =0.70 Sgl, U =0.80 SHGC =0.70 Sgl, U =1.20 SHGC =0.70 Sgl, U =0.80 SHGC =0.60 other other 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Existing (Projecte Single- family 1 2 No 2053 Area 136.00 ft2 58.50 ft2 53.00 ft2 42.00 ft2 18.00 ft2 Insulation Area R =0.0 2053.00 ft2 R= ft2 R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Common c. N/A d. N/A 10. Ceiling Types a. Cathedral/Single Assembly (Vented) b. WA c. N/A Insulation R=4.1 R=4.2 R= R= Insulation Area 1698.00 ft2 168.00 ft2 ft2 ft2 Area R =30.0 2053.00 ft2 R= ft2 R= ft2 11. Ducts a. Sup: Interior Ret: Interior AH: Exterior Sup. R= 6, 240 ft2 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits 1 certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: • • • • • • • Cap: 60 kBtu/hr SEER: 16 •••• CeU ok€tu/hr • •HrF: 7.7 • • • •• • Cap: 68 gallons • •••• • EF: 0.92 • • • •••• • • • • • • •• •• • • • • • • • • • • •• • •• • • • • Pstat • • • ••• • • • •••• • • • • • *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **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. EnergyGauge® USA - FlaRes2008 • t 4 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • ••••••• WINDO2 v2 -17 Simplified Wind Load Design (Method4p4rASCE:7 -Q2'. Description: Residential Addition: Paul Boutin • • • Analysis by: TM Design Associates, Architects P.A. • • • • • • • ••• ••• ••• • • •• • • • • •• V Basic Wind Speed Cat Structural Category (I, II, III, and IV) Exp Exposure Category (B, C, or D) •• • • • •• ••• • • • • •• • • • • • •flr• MAY 1 2 uU9 • RHt Ridge Height Eht Eave Height Ht Mean Roof Height of Building Theta Roof Angle L Length of Building (If Gabled roof, along Ridge) B Width of Building (Perpendicular to Ridge) Lambda Adjustment Factor for Building Height and Exposure Importance Factor a 10% of Least Horiz Dim or 0.4h, whichever is less 2a Length over which Zone A acts on Each Corner 8 13.1 19.37 59 ft 55 ft 1.21 1.00 5.27 ft 10.53 if Wind Pressure ps (pSf) on Main Wind Force Resisting System (MWFRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F G H EOH GOH 1 57.55 -15.62 38.33 -8.69 -50.55 - 3.4.87 -35.14 0.00 -26.47 0.00 -70.74 -55.39 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 Notes: * ps = Lambda * I * ps3 www.mecaconsufting.co I ERM T #: Miami Shores Village APPROVED BY DATE St T "%L.- Sit? `a I BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Page 1 of 2 1 • • • • •• • • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • WINDO2 v2 -17 Simplified Wind Load Design (Method.l1.4•ASCW-O2• • •°• • • • • • • • • • • • • Description: Residential Addition: Paul Boutin • Analysis by: TM Design Associates, Architects P.A. • • • •• • ••• ••• • •• • •• • • • •• ••• •• Hip Roof (7° < 0 5 271 Gable Roof (0 <_ 7 °) Gable Roof (7° < 0 545°) ❑ u tator zones ❑ Enn zon s MI Comer Zones amra ,a s,-za4 ma.713ma ,-eoe o�•m.a Double Click on an data en W line to receive a help Screen Wind Pressure s Os on Com . onents and Claddin . C &C Description Width (ft) Span (ft) (ft^2) Positive Negative mdow 80 widow mdow 2.25 4.25 t mdow 0 0 widow Window IIHV1i 2.16 0 widow ® 21.00 French Door 0 Overhang ® . Overhang 108.00 -101.13 Overhang ' Roof • 6 19 25 120.33 208.33 a 19.43 -39.62 -55.76 Roof Notes: Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls WNW. Page 2 of 2 Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN Project : ADDITION FOR:Boutin Residence Location: MIAMI SHORES TIME: 12:16 PM DATE: 01-26-2009 DESIGN METHOD : MASONRY MATERIAL : MORTAR TYPE : MORTAR MATERIAL : BLOCK PLACEMENT : MASONRY WALL DATA: —cow .• 4.• • w.. • • • 41-:.• •!:40 • • , • •••:' • • • oc; 0. • • • • • • WO • • • • 00 • • • • • • • • • • • • • • • GOO 00• ACI 530-99: Working Stress Design Hollow Core Type S Portland Cement Lime Mortar Running Bond By: TM DESIGN GROUP • • • • • • • • •• • • • • •• Concrete Masonry Units. •• ••• •• • • • • •••,• • • • •• • !•„• •• • • • • •••• • • • • i:••'••'. • • ••• • Wall Height Nominal Wall Thickness Depth to c.g. Steel, Wall Parapet Height Nominal Parapet Thickness Depth to c.g. Steel, Parapet Design Strip Width Main Wall Reinf. Layers Wall Grout Spacing Support Type at Base Span Type WALL LOADS: Wall Weight Floor or Roof Load: Additional Equivalent = 11.00 ft. • 8.00 in. • 3.81 in. • 0.00 ft. • 0.00 in. • 0.00 , 1.ob OnettaYer *Partially Grouted ■•. •-'•••! = Pinned Support = Supported Top and Bottom 70.00 psf. Dead = 20.0 Lb Live = 20.0 Lb Eccentricity = 0.00 in. Vertical Load: Dead = Live = Eccentricity = Vertical Distance: (Y)= Fluid Pressure '= Vertical Distance.:(x),.= . . . SEISMIC LOADS: Site Class (A to F) Seismic Use Group Short Period Spectral Acceleration, Ss = One Second Spectral Acceleration,, .S1 = (Computed) Design Category,, ; Parapet Component Importance Factor,.Ip,= Parapet Height/Roof Height Ratio Veneer Weight 0.0 Lb 0.0 Lb 0.00 in. 0,•90. ft 4, ()AO pcf. 0.00 ft. Class A 0.00 % 1, • 0054. .1'Categ,(5ry'.A:H; 0 0.00 psf. . , '1„1- • - • • • • Page: 1 Project : ADDITION FOR Location: MIAMI SHORES TIME: 12:16 PM . DATE: 01-26-2009 WIND LOADS: MasOnry,Wall::- MASONRY WALL ANALYSIS AND DESIGN •• •• • • • s• •• • :Boutin Residence • • • • ••• • • • • • • • • • • • • • • • • • • • • =_=• 1 2 3 4 5 Load W or H W Magnitude (plf, lb) • , I 4- *: Distance From Base of Wall (ft) Start End • 70.00 0.00 11.00 • CO 11.:C -IF Al • • 44 • • 4 • . 400000 •• • • • •• • • • • . • .• • 6 • • •• • • • • •• • • • • • • • • • •• O.* • • • 000 0• : • I Notes: 1. "W" designates a uniform distributed wind load. "H" designates a concentrated horizontal wind load. 2. Horizontal loads are positive to the right. MASONRY DATA: Masonry Unit Strength =,2800.00.4)si: Masonry Compressive Strength, fm =2000.00.Psi. Allowable Flexural Stress, • 'Flo = 666.67 psi. Allowable Shear Stress, Fv = 44.72 psi. Allowable Tension: No Grout, Ft = 25.00 psi. Solid Grout, Ft = 68.00 psi. Modulus of Elasticity, Em = 1,800 ksi. Modular Ratio, Es/Em = n = 16.10 Single Grouted Cell + Web Width Nominal Length of Masonry Unit = 16.00 in. Block Face Shell Thickness . =' 1.25 in. Nominal Minus Actual Thickness ! = 0.38 in. FY • MATERIAL DATA: Steel Yield Strength, Allowable Steel Stress, Modulus of Elasticity, REINFORCED WALL DATA: =• ksi? = 24.001kSi. Es =' 25,000' ksi. Minimum Steel Ratio, As/bt = 0.0007 1— By: TM DESIGN GROUP Page: 2 Masonry Wall: MASO.NitY :WiN144;',01*4. 'DESI6N • ; do 0- s • Project : ADDITION FOR:Boutin Resid • ire enc& - • .6 • • lo • • • • • ••• • • • Location: MIAMI SHORES . • • • • • • • • TIME: 12:16 PM DATE: 01-26-2009 70.00 7.00 By: TM DESIGN GROUP • ••• • • • • • • 0• • • • • elle • • •• • •• ; • • ••,i • ,, 0, • • •• e et slAr op;'t • :i4' • • • 1 ',-i •••:::••• 0 0, 1 ' ' ,—.;• , ' • , , ' • • ... .;:',., - :i: '. .. 4 ••• ::, .: ii,,.'.,■ .; ;it. : - .d. ..•., GRAPHIC StiMMARi!OFINN144211041, il;t4TA„,, . % i i -A, .. 4, ...*, 4 ', • op • • •foe • olio 4 411,6 • doe • ::: a.. • • • al. • • • 00 • • • • • ••• 00 11.00 ft. Page: 3 Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN •• *• a •,:••'• •• • • •. • ,;•+, • fa' :6:• • • • ' • • • -,x - -- .mss-- �'m��:cai' �� •.coo =1- • Project : ADDITION FOR:Boutin Residence Location: MIAMI SHORES TIME: 12:16 PM DATE: 01 -26 -2009 • ••• • • • •• • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • ..• .•• • •• ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F R E S U L T S F O R M A I N •••PA',L Z, : *...', ••• •• * * * * * * * * * * * * * * * * * * * * * * * * * * * *' e;t• *�r�kscl *� *�D,•1",Wk*k� **0,* •;,• 0.1 •.• M'• , • - • e •.. :,it • . 0, •-.• • DESIGN LOADS: :,•s> ;.• ;foil • •' :.r ,a ••• .• Moment, Ms = 1,050.8 ft -lb / 12.00' in. Axial Load, Ps,.= 405.0 Lb "/:12.00 in. Load Combination 1 *DL +1 *WL Eccentricity at Moment, e = M /P'= 31.37 in. By: TM DESIGN GROUP NOTE: Max. moment is located in Zone C, (e > 2d/3) Wall is cracked, steel is stressed in tension. Max. Shear, Load Combination ANALYSIS RESULTS: Vs = 385.0 Lb /,12.00 in. = 1 *DL +1 *WL:. Design Strip Width Actual Wall Thickness, Effective Height, Seismic Force, (IBC 2000 1620.1.7) Minimum Area of Steel, Vertical Reinf. Minimum Area of Steel, Horiz. Reinf. Ref. ACI 99 1.11 /IBC 2000 2109.6:5 DESIGN RESULTS: Bar Fa, psi fv, psi Size (4 /3 *.25 *f1m *R) (V /b'd) = 12.00 in. t = 7.63 in. h' = 11.00 ft. Fp = 7.00 plf., / 12.00 in. = 0.064 iai.40 ( 1.,p4' in. Nq, Requiz qd,, All. Moment @ Axial Load (P =405.0 lb) Bar Spa. (in. o.c.); #3 544.35 #4 569.71 #5 587.39 #6 594.11 #7 594.11 #8 594.11 #9 594.11 8.41 16.20 32.40 48.60 56.70 56.70 56.70 1,627.8 1,496.2 1.,197.4; 1.,14;.6' 1,29$.4 1,580.8' 1,710.0 8.00. 16.00 3240 48.00 56.00 5'6.00 56.00 Max. vertical bar spacing is 72 inch per ACI 99 2.3.3.3 (commentary) Page: 4 MasOnry Wall: MASONRY WALL ANALYSIS AND DESIGN ------ A AAAAL =ea• •• •• • • • •• •• • Project : ADDITION FOR:Boutin Residence • • • • • • • • • • • • • • •• • • • Location: MIAMI SHORES • • • • • • • • By: TM DESIGN GROUP • •-4•!-07-0!---c C , TIME: 12:16 PM Page: 5 DATE: 01-26-2009 • 0•• %11 I 0 : • • • • ; r r • ,* , te :i • or" is e 9 • • • • • .. ; ':" r• :' '0...). '"' .• ':'',•'..', 1 • • • •• .. • - ; •• • • l• :•;! . • ..• • • • • • ••• ••• • •• MASONRY WALL INTERACTION: DIAGRAM; (DEAD + LIVE LOAD ONLY) Effective Actual Wall Thickness Depth to c.g. Steel Design Width Reinforcing Design Wall Height = 11:00 ft. All. Axial Strees • Fe =.•44400.054f0i. - 7.63 in. All. Bending titrkitift ZEL.67%psi. • 3.81 in. All. Steel Str44: :44°,44.00 Npi. = 12.00 in. • • • • = #5 @ 32 in. o.c. ;'•; •' Moment * * * * * * Axial 20252 18806 17359 15912 14466 13019 11573 10126 8679 7233 5786 4340 2893 1447 0 * * • * ! * • ' • ••:!! • , !!•.! ! * * * * * * . : • , .,. * :!: •" .,,:•• ',.• * I., •i '',": . ..• * ! : : • '..ij: . ......• , : t •,• , rt.. ,, 1699 1935 2171 2408 2621 2715 2655 2501 2319 2114 1900 1687 1479 1213 813 • NOTES: Axial Load = Lb, Moment = ; , • Positive moment is:Hdefined as :::iii.Omeil.t.,:AthicnaU6,181s compression on the .'outside faCeHof.wall: •,, 1. , i : • tr • Masonry , Wall;. kASON WA+MAiSIS` 'AND _ D `-DESIGN _.-1...t..=.____-..--===__='...,17=71-11:4-7, »-- -. 7-• -- • • • • • • • • • • • • • ••. • • • • • • • • • • • • ! 1•• '0'-3= i- --:_04ts Project : ADDITION FOR: Location: MIAMI SHORES TIME: 12:16 PM DATE: 01 -26 -2009 Boutin Residence; 2=4_=- ____ --_ MASONRY WALL INTERACTION DIAGRAM: Effective Wall Height Actual Wall Thickness Depth to c.g. Steel Design Width Reinforcing Design Axial 27003 25074 23145 21216 19288 17359 15430 13501 11573 9644 7715 5786 3858 1929 0 * * * = 11.00 ft. = 7.63 • 3481:in. = ' 12:00 = #5 @ 32 in. * * • ••• • • • • • •• * • • • • • • • • • *' • • • • • !' , • , +.• ' • • •'• 4 •,. ;: • ;P.:, ••• ,444, (WIND / SEZSMTC Ali . Axial Street •. F5 .• 58.7,•39 psi. `All. Betiding Dress„ :141 F8F.891Psi. •:A11. Steel Stress ; 7ss =V•• 3Q.00 k• ei. • • * • • •• • ' • •; • •• •• • • • • • ••• •• * * * By: TM DESIGN GROUP Moment 2265 2580 2895 3210 3494 3620 3541 3335 3093 2818 2533 2249 1972 1618 1084 NOTES: Axial Load = Lb, Moment = ft -lb Positive moment is defined as moment which' 'Icfu$gs,:• • compression on the outside face of well, ;'., Page: 6 Masonry Wall: MASONRY WALL ANALYSIS 1 NP;DESIGN ! io ta; =1� =a:: =4. Project : ADDITION FOR:Boutin Residence • ••,• •...•;• •. • • • • Ho. "•Z•. • • • Location: MIAMI SHORES • 1 "• �+ A(• • • • • By TM DESIGN GROUP ____ - - -- m - -- • • y•i -•_� -� - -k =- = TIME: 12:16 PM DATE: 01 -26 -2009 DETAILED RESULTS FOR MAIN WALL: LOAD COMBINATION : REBAR DESIGN : FURNISHED AREA OF STEEL : MINIMUM AREA OF STEEL : 1 *DL +1 *LL #5 @ 32 in. 9. c. a 0.116,inA2 /112.0'O in.''i 0.064 in^2 /•12.00. in. • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• ••• • •• • • • •• `•j; .•_.10 , ,''••• •• • *re ': • W.I. i°; • • • • • •: • .i'. ;• ••, • • . • 4101- -.•. '. • ••• •• bf ,= No. Dist From Mom. Axial Bot (ft) (ft -lb) (lbs) Shear (lbs) 0 11.00 1 9.90 2 8.80 3 7.70 4 6.60 5 5.50 6 4.40 7 3.30 8 2.20 9 1.10 10 0.00 WALL PROPERTIES: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40.0 117.0 194.0 271.0 348.0' 425.0 502,0' 579.0, 656.0 733.0 810.0 Effective Flange Width Effective Grouted Core Width, Solid Masonry Area, Gross Moment of Inertia, Section Modulus, Radius of Gyration, Slenderness Factor, ALLOWABLE STRESSES: 0.0 0.0 0.0 0.0: 6.o 0.0 0.0 0.0 0.0 0.0 0.0 1x.00 ' / -12.0. n. 1,= 3.12 in. / 12.00 in. Ae= 45.'97 in.A2 / 12.00 in. Ig = 343.67 in. ^4 / 12.00 in. S = 2 *Ig /t = 90.14 in. ^3 / 12.00 in. r = 2.734 in. / 12.00 in. h' /r = 48.28 Allowable Axial Stress, Allowable Bending Stress, Allowable Shear Stress, Allowable Steel Stress, Fa = • 440.54 psi. Fb = 666.67 psi. FV= ,44.72 psi. Fs = 24000.00 psi. Page: 7 • . Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN • ' A=41,0- 9,--11mr- •• • • • • • • • • • • • • • • ••• • • • • • ,.4••_• • • • • • ••• • • 0•• to ,t = ==== Project : ADDITION FOR:Boutin Residence Location: MIAMI SHORES TIME: 12:16 PM . DATE: 01-26-2009 DETAILED RESULTS FOR MAIN WALL:.:. • • Eiv..4;-;At.. • 1•;...:44;" • " • • • • • for • •• • • ' • ' • • • • • • • • • • ires pee . , • • • • • • • • •• By: TM DESIGN GROUP ••• • • • •• ••• •• LOAD COMBINATION : 1*DL+1*LL+1*WL • • • • • • REBAR DESIGN : #5 @ 32 in. o.c. • • fit; • • ,• a • • • FURNISHED AREA OF STEEL : 0.116 inA2 / 12.00 in. " ; ' ' ' 4 4 4 4/41 00 : . . MINIMUM AREA OF STEEL : 0.064 in'2 / 12.00 in. . . , , ' , ■ ' i ;, ; d' No. Dist From Mom. Axial . Shear Bot (ft) (ft-lb) (lbs) (lbs).. 0 1 2 3 4 5 6 7 8 9 10 11.00 9.90 8.80 7.70 6.60 5.50 4.40 3.30 2.20 1.10 0.00 0.0 40.0 381.2 117.0 677.6 194.0 889.4 271.0 1,016.4 348.0 1,058.8 425.0 1,016.4 502.0 889.4 579.0 677.6 656.0 WALL PROPERTIES: -385.0 -308.0 -231.0 -154.0 -77.0 0.0 77.0 1154.0 231.0 381.2 733.0,. 308.0 0.0 810.0 385.0 Effective Flange Width Effective Grouted Core Width, Solid Masonry Area, Gross Moment of Inertia, Section Modulus, Radius of Gyration, Slenderness Factor, ALLOWABLE STRESSES: • • bf = 12.00 in. / 12.00 111,.. b' = 3.12 . . ln. Ig!= 343,67 iri A4 t12'.00 in S =2*Ig/t = 90.14 in•A3 / 12-.00 in. r,= 21;',734 in. / 12.00 in. 611r = 48.28 Allowable Axial Stress, Allowable Bending Stress, Allowable Shear Stress, Allowable Steel Stress, • Fa = 587.39 Fb = 888.89 PS4-• Fv= ; ! Fs -= -32000. 00 P81 .• ;,•;ie 1..• • ;; ;... I 33 Page: 8 • Masonry Wall': GIASONRY WALL ANAL7,SIS AND DESIGN �c�__�__ �.�� =- r-rrr- -•-- - -3= r- -- •s •• • • • •• •• • Project : ADDITION FOR:Routim'ReSidenee: • • • • • • •• • • • Location: MIAMI SHORES • • • • • • • • By: TM DESIGN GROUP TIME: 12:16 PM DATE: 01 -26 -2009 DETAILED RESULTS FOR MAIN WALL: LOAD COMBINATION REBAR DESIGN : FURNISHED AREA OF STEEL : MINIMUM AREA OF STEEL : No. Dist From Mom. Bot (ft) (ft -lb) 1 *DL+1 *LL3 L *E #5 @ 32 in. o. c. 0.116'in ^2 / 12.00 in. •• 0.064 in ^2 / 12.00 in. Al ••• • • It • • •• • • • • •!■ • 4 . , -• • •.. • • :; • ..s tae • • • • • • i •• • or • •• ••• •• • • • • • • • • • • • • • • • • • • •. • A • •'- •• Axial (lbs) 0 1 2 3 4 5 6 7 8 9 10 11.00 9.90 8.80 7.70 6.60 5.50 4.40 3.30 2.20 1.10 0.00 WALL PROPERTIES: 0.0 38.1 67.8 88..9 101.6 105.9 101.6 88.9 67.8 38.1 0.0 Shear (lbs), 40.0` ; -361.5 117.0 -30.8 194.0.: -23.1 , 271:0 848.0 425.0 502.0 579.0 656.0 733.0 810.0 Effective Flange Width Effective Grouted Core Width, Solid Masonry Area, Gross Moment of Inertia, Section Modulus, Radius of Gyration, Slenderness Factor, ALLOWABLE STRESSES: Allowable Axial Stress, Allowable Bending Stress, Allowable Shear Stress, Allowable Steel Stress, S= '-15.4 -7.7 0.0 7.7 15.4 23.1 30.8 38.5 • • • • • • ••• •• bf = 12.00 in. / 12.00 in. b' = 3.12 in. / 12.00 in. Ae = 45.97 in. ^2 / 12.00 in. Ig = 343:67 in. ^4 2 *Ig /t = 90.14 i}i; ^,3 !18:0(i• r = 2034 in.• /1;'2;00 ;in:• hI /ri= Fa = 587.39 psi. Fb = 888.89 psi. Fv = 59.63 psi. Fs = 32000.00 psi: "; = Page: 9 Masonry Wall: MASONRY WALL ANA%STS :1Ilj :DESIGN �i .''••' .:. -�� - - -_ v• :.A:: • r • ;•:• • • • • • • • • • • • • • • tt t _- By- TM DESIGN GROUP • °• • • • • • • Project : ADDITION FOR:Boutin Residence Location: MIAMI SHORES yam TIME: 12:16 PM DATE: 01 -26 -2009 Page: 10 DETAILED RESULTS FOR MAIN WALL: LOAD COMBINATION : REBAR DESIGN : FURNISHED AREA OF STEEL : MINIMUM AREA OF STEEL : • • • • • • • • • • ••• • • • •• • • •• • • • • • • • • • • ••• ••• • • • • • • • • •• • • • • •• y c .• ,.• •-,e. • • ....• 0.116'in ^2 "/ 12.00`in.4• • •i • • • ••• 0.064.in^2 /.12.'00•.in. • No. Dist From Mom. Axial Bot (ft) (ft -lb) (lbs) Shear (lbs) • • • •• 0 1 2 3 4 5 6 7 8 9 10 11.00 9.90 8.80 7.70 6.60 5.50 4.40 3.30 2.20 1.10 0.00 0.0 381.2 677.6 889.4 1,016.4 1,058.8 1,016.4 889.4 677.6 381.2 0.0 WALL PROPERTIES: 20.0 97.0 174.0 251.0 328.0 405.0• 482:0': 559.0 636.0 713.0 790.0 Effective Flange Width Effective Grouted Core Width, Solid Masonry Area, Gross Moment of Inertia, Section Modulus, Radius of Gyration, Slenderness Factor, ALLOWABLE STRESSES: -385.0 -308.0 -231.0 1. 154.0 -7/.0 0.0 77,0 154.0 231.0 308.0 385.0 --bf'= 12.00 i'/ ' 12.00 in b' = ' 3.12 in. / 12.00 in. 'Ae = Ig = S = .2 *Ig /t = r = h' /r = Allowable Axial Stress, Allowable Bending Stress, Allowable Shear Stress, Allowable Steel Stress, 45.97 in. ^2 / 12.00 in. 343.67 in. ^4 / 12.00 in. 90.14 in. ^3 / 12.00 in. 2.734 in. / 12.00 in. 48.28 FA = 587.39 psi. Fb = :"88,8.89 psi. Fv = 59.63 psi. Fs = 32000.00 psi. Masonry Wall: Project : ADDITION FOR:Boutin Residence Location: MIAMI. SHORES • TIME: 12:16 PM DATE: 01 -26 -2009 DETAILED RESULTS FOR MAIN WALL: MASONRY WALL ANALYSIS AND DESIGN • 1..e ! -a a -f a !!!- u.-.u" -'- .• •• •• • LOAD COMBINATION : REBAR DESIGN : FURNISHED AREA OF STEEL : MINIMUM AREA OF STEEL : No. Dist From Mom. Bot (ft) (ft -lb) • • • - • ' -• • • • • • • " -'• • '000_0: •. • • •: '• . • :i .•: • • t' • • • • • •• • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • ••• ••• • •• 0.9 *DL +1 *E #5 @ 32 in. o.c. 0.116 in ^2 / 12.00 in. 0.064 inA2 / Axial (1bs) :.': •• • • • •• ••• • •• • • -• • • • • • • 080.0 .• '!. I, • • • • • •v;: • • A. . • • • • :• . • • • • .� • • •• � ;• {�'•, b ■.• _.'U. ::.• ••• •• Shear (1bp) 0 11.00 1 9.90 2 8.80 3 7.70 4 6.60 5 5.50 6 4.40 7 3.30 8 2.20 9 1.10 10 0.00 WALL PROPERTIES: 0.0 38.1 67.8 88.9 101.6 105.9 101.6 88.9 67.8 38.1 0.0 18.0 87.3 156.6 225.9 295.2 364.5 433,.8, 503.1 572.4 641,7 711,0: Effective Flange Width Effective Grouted Core Width, Solid Masonry Area, Gross Moment of Inertia, Section Modulus, Radius of Gyration, Slenderness Factor, ALLOWABLE STRESSES: - 38.5 - 30.8 -23.1 -15.4 -7.7 0.0 7.7. 15.4 23.1 ' 30.8 38.5 bf = 12.00 in.: ( 1449 4:-. b' = 3.12 in:./ 12,00'`: n:.". P Ae;_ 45097 irr.' /'-12.00 in. Ig = 3.43.67 in. ^4 / 1.00 in. S:= :2 *Ig /t:= ,90.14 in.A3 / 12.00 in. r = 2.734 in. / 12.00 in. h' /r = 48.28 Allowable Axial Stress, Allowable Bending Stress, Allowable Shear Stress, Allowable Steel Stress, Fa = 587.39 psi.. 'r1 Fb = 008:0 .;:Rai -• ' Fq' = a59.63;' psi . Fs = 32000.00 psi. By: TM DESIGN GROUP Page: 11 Engineering Cover Sheet 1 Job# 09061503 Date: 6/29/2009 This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Project Name: Building Authority: Design Load: Building Code: Software Used: Engineer of Truss Design Package Eduardo Vazquez, P.E. FL Reg. Eng. No. 53893 8876 NW 108 Lane Hialeah Gardens, FL 33018 (305) 817 -9652 CORENO INC./ BOUTIN ADD. MIAMI -DADE CO. FL. 55PSF /146 MPH FBC 2007 HVHZ / ASCE 7/05 r Alpine View 9.02.0501.11 Project Engineer of Record: • • •• •• • •• ••• • • • • • •• • • •• • • • • •• • • • • • • • Page 1 of 2 • • •• • • • • • • • • • • •• 66/30/1 ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Engineering Cover Sheet Job# 09061503 Date: 6/29/2009 Page Truss ID Profile Date 1 T1 2 TG1 3 V16 4 V12 ! °� / 5 V8 I 6 V4 } Page 2 of 2 •• •.• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • ••• ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • .•• • • J ob : (09061503) CORENO INC. /BOUTIN ADD. / TI THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psF soFFit loud. Deflection meets L/360 live and L/240 total load. u0 3'12 9'4" 146 mph wind, 15.00 Ft moon hot, ASCE 7 -05, PART—ENC. bldg, Located anywhere in roof, CAT II EXP C, wind TC DL =5.0 psF, wind BC DL-5.0 psF. Iw =1.00 GCp i ( + / -) =0.55 Component and cladding wind pressures considered for upliFt reactions. Bottom chord checked For 10.00 psf non- concurrent live load. All wind load cases on this truss hove o 1.33 duration Factor. 9'4' 18'8" R =122# U =1619# RL =210/ -210# W14„8' LEFT RAKE = 2'0 "2 LEFT_ JIG T1= 9'11 "5 PLT. TYP. -WAVE DESIGN CRIT- F8CO7HVHZRES /TPI -2002 FT /RT- 202(02) /10(0) OTY= 11 TOTAL= 11 0 0 T R =122944 6 =1619# W =8" JUN 3 0 2009 • • • • • •• • 0000 , • •' 0000 • • •• •• • • • • • • • • • • •• • ••• • • •0•• •• • • • • •• • • • • • •• • • • • • •• • 0000 • • 0000 • •• • • • •0• • • • • • • • •• • • • • RIGHT RAKE = 2'0 "2 RIGHT JIG = 9'11 "5 SEO = 379741 REV. 9.02.03.0610.& ALE = 0.2500 MARTINEZTRUSS CO., IWC: 9280 N.W. South River Dr. Medley, FL 33166 (305) 883-6261 * *WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANOLING, SHIPPING INSTALLING ANO PLATE INSTITUTE, 583T0'ON0FRI000R. INSTALLING AND MADISON, WI. 53719)UFORSSAFETTY PRACTICES PRIOR TO SHALL HAVE PROPERLY ATT ACHED N FUNCTIONS. ACHEDSTRUCTURALPANELS AND NBOTTOM TCHORD SSHALLIHAVE A PROPERLY A ATTACHED RIGIO CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANOLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GR ASTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1 -1995 SECTION 2. TC LL EDUARDO VAZOUEZ TC OL BC DL PROFESSIONAL ENGINEER STRTE OF FLORIDA 853893 BC LL 8876 NW 108 LANE HIALEAH, FL 33018 TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 06 -29 -2003 DRWG 0/A LEN. 180800 DUR . FAC . 1.33 JOB #: 09061503 SPACING 24.0" TYPE COMN Job:(09061503) CORENO INC. /BOUTIN ADD. / TG1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 SPECIAL LOADS (LUMBER DUR.FAC. =1.33 / PLATE DUR.FRC. =1.33) TC - From 92 PLF ot -2.00 to 92 PLF ot 0.00 TC - From 175 PLF ot 0.00 to 175 PLF ot 9.33 TC - From 175 PLF ot 9.33 to 175 PLF of 18.67 TC - From 92 PLF of 18.67 to 92 PLF at 20.67 BC - From gg PLF at -2.00 to 4 PLF at 0.00 BC - From 4,-208%,_F at 0.00 to 20 PLF at 9.33 •88••0From •a'0.PLF at 09 33•to 20 PLF at 18.67 - From • • 4 • PLF at•18a67•to 4 PLF at 20.67 • •• • 4•4lnd log860es on•tibiietruss hove a 1.33 duration foctor. • • • • • • • • •• • • • •• • • • •• • • •••• 0000 •• • • • • ••0• in CO 8 "12 0000 • • 01100 • • •• •• • • • • • • • • • • 0• 9'4' 2 Complete Trusses Required F==5-5 Nailing Schedule: (12d_Box_or_Gun_(0.128 "x3.25 ",_min.) sails) Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and sta99er nails In each row to avoid splitting. 146 mph wind, 15.00 ft mean hqqt, ASCE 7 -05, PART -ENC. bide, Located anywhere in roof, CRT II EXP C, wind TC 0L =5.0 psf, wind BC OL =5.0 psF. Iw =1.00 GCp I (+ / -) =0.55 Component and cladding wind pressures considered for uplift reactions. Roof overhang supports 2.00 psf soffit load. Deflection meets L/360 live and L/240 total load. 9'14" 18'8" R =200q# U =1522# RL =210/ -210# Wl "8" LEFT RAKE = 2'0 "2 LEFT JIG = 9'11 "5 TAG = T2 PLT. TYP. -WAVE MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (306) 883 -6261 y 0 0 R =2004# =1522# W =8" DESIGN CRIT- FBC07HVHZRES /TPI-2002 FT /RT- 203(0X) /10[01 O T Y = 1 PLIES= 2 TOTAL= 2 *•WARNING.. TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HRNOLINGy SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING RNO BRACING) PUBLISHED BY TPI (TRUSS PRIOR INSTITUTE, TOPERFORM 3 D'ONOFRIO INGTHESEFUNCTIONS SUITE 200, FOR SAFETY THERWISE INDICATED, TOPCHOROSHAL PRACTICES SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTRCHED RIGID CEILING. * *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST RND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2. JUN3®WUS EDUARDO VAZOUEZ PROFESSIONAL ENGINEER STATE OF FLORIDA 453893 8876 NW 108 LANE HIALEAH, FL 33018 REV. TC LL TC DL BC OL BC LL TOT.LD RIGHT RAKE = 2'0 "2 RIGHT JIG = 9'11 "5 SE0 = 380985 9.02.03.0610.SCALE = 0.2500 30.0psf 15.0psf 10.0psF 0.OpsF 55.0psF OUR.FAC. 1 33 SPACING 24.0" REF DATE 06 -29 -2009 DRWG 0/A LEN. 180800 JOB # 09061503 TYPE COMN J ob: (09061503) CORENO INC. /BOUTIN ROD. / V16 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked For 10.00 psf non - concurrent live load. 146 mph wind, 15.00 Ft mean hot, ASCE 7 -05, PART —ENC. bldg, Located anywhere in roof, CAT II EXP C, wind TC OL =5.0 psF, wind BC DL-5.0 psF. Iw =1.00 GCp i (+ / -) =0.55 Component and cloddin9 wind pressures considered For uplift reactions. All wind loud cases on this truss hove o 1.33 duration factor. Deflection meets L/360 live and L/240 total load. CO CO N 3X4 CD1) 3X4(D1) N 1.5X4 m� 8' 4 12 1.5X4 4X4 8' • • • • • •• • • •• • • • 0000 • • •• •• • • • • • • • • • • •• • 1.5X4 LEFT =JIT6= 8'5"3 PLT. TYP. -WAVE 51X4 16' DESIGN CRIT- FBCO7HVHZRES /TPI -2002 FT /RT -20X COX) /10(01 1.5X4 OTY= 1 TOTAL= 1 O ••• • • • 0000 •• • • • • •• • • • • • •• • • • • • •• • • • • • 00• • •• • • • •0•• R =111pIF''U =131pIF RL =7 / -7p IF W =16' JUN 3 0 200 • •• • • • • • •• • • • • RIGHT JIG = 8'5 "3 SE0 = 12248 REV. 8.07.00.1218 &GALE = 0.3750 MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (305) 883-6261 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ANO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE PRIOR INSTITUTE, OR TOPERFOR 583 H O INGTESEFUNCTIONS SUITE 200, FOR SAFETY PRACTICES OTHERWISE INDICATED, TOPCHORDSHAHAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIC CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1 -1995 SECTION 2. EDUARDO VAZOUEZ PROFESSIONAL ENGINEER STATE OF FLORIDA #53893 8876 NV 108 LANE HIALEAH, FL 330L8 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psF 10.0psF 0.0psf 55.0psF REF DATE 06 -25 -2009 DRWG 0/8 LEN. 16 DUR . FAC. 1.33 JOB #: 09061503 SPACING 24.0" TYPE VAL Job:(09061503) CORENO INC. /BOUTIN ADD. / V12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 Fief non - concurrent live load. All wind load oases on this truss hove o 1.33 duration Foctor. •• • • • • • •• • • • • • • •• • • •••• • •• • • • • •• • • • • • •• • • • •• • • •••• • • •••• •• • • • • •••. • • • • • • •• • • • •• • • • • •• •• • • 0 • • • • • • • • • • 13X4CD1) 6' 12 4 L 146 mph wend, 15.00 ft roof, CRT IIt EXP C, wi GCp1 C + / -) =0.55 Component and oladdin9 Deflection meets L/360 4X6 6' mean hgt, ASCE 7 -05, PART—ENC. bldg, Located anywhere in nd TC DL =5.0 psf, wind BC DL =5.0 psF. Iw =1.00 wind pressures considered For uplift reactions. live and L/240 total load. 3X4 CD1) 2///.,/,.////_ 12" 0 3X5 LEFT_ JIG TS= 6'3 "14 PLT. TYP. -WAVE DESIGN CRIT- FBC07HVHZRES /TPI -2002 FT/RT- 203(0X) /10001 12' 0 OTY= 1 TOTAL= 1 R =111p1P' U= 144pIf RL =6 / -6pIF' W =12' JIM 9 0 ?nn9 RIGHT JIG 6'3"14 12 4 4 REV. 8.07.00.1218.&CALE = 0.5000 MARTINEZ TRUSS CO., INC: 9280 N.W. South River Dr. Medley, FL 33168 (305) 883-6261 .. ..WARNING .... TRUSSES REOUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLING BRACING. RND TO HIB-8I (HANDLING PLATE INSTITUTE, 5830'ONOFRIO INSTALLING R., SUITE200, MADISON, WI. 53718)) FOR SAFETY (TRUSS TY PRACTICES PROPERLYY RTTRCHE NSTRUCTURRLNPANELS 'ANDNBOTTOMTCHOROSSHALLIHAVEDA PROPERLYDATTRCHEOARIGID CEILING. .. ..IMPORTANT .... FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHEO BY THE RMERICRN FOREST AND PAPER ASSOCIATION) RNO TPI. ALPINE CONNECTORS RRE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 15F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNFR, PER ANSI /TPI 1 -1995 SECTION 2. EDUARDO VAZOUEZ PROFESSIONRL ENGINEER STATE OF FLORIDA 953893 8876 NW 108 LANE HIALEAH, FL 33018 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15. DpsF 10.0psF' 0.OpsF 55.0psF REF DATE 06 -29 -2009 DRWG 0/A LEN. 12 DUR.FAC. 1.33 JOB #: 09061503 SPACING 24.0" TYPE VF1L Job: (09061503) CORENO INC. /BOUTIN ADD. / V8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf' non - concurrent live load. 146 mph wind, 15.00 ft moon hgt, ASCE 7 -05, PART—ENC. bldg, not located within 4.50 Ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC OL =5.0 psf. Iw =1.00 GCpI (r / -) =0.55 Component and cladding wind pressures considered for uplift reactions. All wind load cases on this truss hove o 1.33 durotion factor. Deflection meets L/360 live and L/240 total lood. 1.2 4 4X4 4' LEFT JIG = 4'2 "10 TAG = T4 PLT. TYP. -WRVE 1.5X4 DESIGN CR IT- FBC07HVHZRES /TPI.2002 FT /R7■200 (OX) /)0(0) 3X4 (01) 2/,>1 8' OTY= 1 TOTAL= 1 0 t • • • • • •• • • 0000 • • 0000 • • •• •• • • • • • • • • • • •• • ••• • • •••• •• • • • • •• • • • • • •• • • • • • •• • 0000 • • 0000 • •• • • • •••• R =111p I f' U =113p I F RL =6 / -6p I f' W =8' JUN 0 2009 REV. •• • • • • • • • • •• • RIGHT JIG = 4'2"10 SEO = 12245 8.07.00.1218.ECALE = 0.7500 • MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33166 (305)883 -8261 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR YY PERFORMING CHORD ATTA CHED INDICATED, PROPERLY LDA PROPERLY ATACHED STRUCTURAL PANELS AND BOTTOM RIGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI /TPI 1 -1995 SECTION 2. EDUARDO VAZOUEZ PROFESSIONAL. ENGINEER STATE OF FLORIDA 453893 8876 NW 108 LANE HIRLEAH, FL 33018 TC LL 30.0psf TC DL 15.OpsF BC OL 10.0psf BC LL 0.0psF' TOT.LD. 55 . OpsF OUR.FAC. 1.33 SPACING 24.0" REF DATE 06 -29 -2009 DRWG 0/A LEN. 8 JOB #: 09061503 TYPE VAL J ob: (09061503) CORENO INC. /BOUTIN ADD. / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Bottom chord checked For 10.00 psf non - concurrent live load. Deflection meets L/360 live and L/240 totol load. • •• • • • • • • • •• • • • • • •• • • •••• • •• • • • • •• • • • • • •• • • • •• • • 00.0 • • 000• •• 0 • • • 41.0 • • • • • • •• • 41.00 • • •0•• • • • •• • • • • • • • • • 0 • •• 3X4 LEFT = JIG T3= 2'1"5 ALT. TYP. -WAVE 12 24' L 2' 146 mph wind, 15.00 Pt mean hggt, ASCE 7 -05, PART—ENC. bldg, Located anywhere in roof, CRT II EXP C, wind TC oL =5.0 psF, wind BC OL =5.0 psF. Iw =1.00 GCpi C + /- )=0.55 Component and cladding wind pressures considered for uplift reactions. All wind load cases an this truss hove o 1:33 duration Factor. 10 "O t R=111;77 U =124pIP W =4' DESIGN CRIT- F5C07HVHZRES /TPI -2002 FT/RT- 20X COX) /10(01 O TY = 1 TOTAL= 1 JUN 3 0 2009 RIGHT SEOG= 12244 REV. 8.07.00.1218.ECALE = 1.0000 MARTINEZTRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (305) 883-6261 **WARNING ** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING, HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING ANO BRACING) PUBLISHED BY TPI (TRUSS PRIOR SAFETY PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * *IMPORTANTee FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN POSITION CONNECTORS PER ORRWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2. EDUARDO VAZOUEZ PROFESSIONAL ENGINEER STATE OF FLORIDA 853693 8876 NW 108 LANE HIALEAH, FL 33018 TC LL TC OL BC DL BC LL TOT.LD. DUR.FAC. SPACING 30.Opsr 15.Opsr 10.OpsF' 0.OpsF 55.0psf 1.33 24.0" REF DATE ORWG 06 -29 -2009 0/R LEN. 4 JOB #: 09061503 TYPE VAL VARYA 1FET . a GENERAL NOTES Trusses are not marked In any way to Identify the frequency or location of temporary bradng. Follow the recommendations for handling, installing and temporary bradng of trusses. Refer to BCSI 1 -03 Guide to Good Practice for Handling, Installing & Bradng of Metal Plate Connected Woad Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on Individual compression members. Refer to the $CSI -B3 Summary Sheet - Web Member Permanent Bracing/Web. Reinforcement for more information. M other permanent bradng design Is the responsibility of the Building Designer. NOTAS GENERALES HAND ERECTION — LEVANTAMIENTO A MANO Los trusses no estan marcsdos de ningCn modo que identrfique la frecuenda o Iocalzadon de los aniostres (bracing) temporales. Use las recomendadones de manejo, lnstaladon y arlostre temporal de los trusses. Vea el folleto J3CSI 1 -03 aria de Buena Pradica oars el Manejo Instaladon u au• • lF • Y•p "G X11 " .1c •••• ••I Plains de Metaloare pars mayor informadon. Los dibujos de diseiio de los trusses pueden espedfl r las localizadones de los aniostres pernanentes en los miembros IndMNduales en compreslon. Vea la hoja Oxiimen $CSI- B3para los amostres oennanentes v refuerzos de los mlembros secundarios (webs) pars mayor informadon. El resto de.arriostres permanentes son la responsabiiidad del Disefiador del Edifido. The consequences of improper handling, Installing and bradng may be a collapse of the structure, or worse, serious personal Injury or death. • El resultado de un manejo, instaiadon y.arrlostre lnadecuados, puede set la caida de la estructura o dm pear, muertos o heridos. Trusses 20' or less, support at peak. Levante del pico los trusses de 20 pies o menos. Trusses up to 20' Trusses hasty 20' • Trusses 30' or less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. Trusses up to 30' - Trusses haste 30 HOISTING — LEVANTAMIENTO r 7r Hold each truss in position with the erection equipment until.tempgraty bracing is installed and 12-1 truss is fastened to the bearing points. Sostenga cada truss en position con la gnia hasta que el arridstre•temporal este lnstalado y el truss asegurado en los soportes. - Do not lift trusses over 30' by the peak. No levante del pica los trusses de mss de 30 pies. Greater than 30' Mss de 30 pies Banding and truss plates have sharp edges. Wear ell gloves when handling and safety glasses when cutting banding. Empaques y placers de metal tienen bordes afilados. Use guantes y lentes protectores cuando carte los empaques. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60'orless HANDLING - MANIOC) - No pemtita mas , Use spedal care In de 3 pulgadas de windy weather or pandeo por cada 10 ' near power Ones pies de tramo. and airports. Tagline Utilice aidado' especial en dias ventosos o cerca de cables electrical o de aeropuertos. Approx.1/2 —� truss Length TRUSSES UP TO 30' y TRUSSES HASTA 30' reader bar Toe-In '� oe In Spreader bar for truss bundles \, Tagrtne Spreader bar 1/2 to —0_I 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' QCheck banding Revise los empaques prior to moving . . antes de mover los bundles. paquetes de trusses. Locate Spreader bar above or atlffbeck • mid- height 6, Avoid lateral bending. — Evite la flexion lateral. Attach 10' o.c. max AVM" j l \I�!�I► / /I�III ►ice Tagltne Do not store No almacene unbraced bundles verticalmente los upright trusses sueltos. H' Spreader bar 2(3 to . Ij� — 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE. A Refer to )3CSI -B2 Summary Sheet - Truss Installa- tion and Temporary Bradng for more Information. Vea el resirmen BCSI -B2'- Instaladon' de Trusses y Arrlostre Temporal para mayor lnformadon. Do not walk on unbraced trusses. • • • • • No camine en trusses sa lto!. • • • • • • • ur • Locate • ground blace-g • • in line with fows 5f Tap chord temporary lateral bradng. Coloque los arriostres de tierra para tit primer trust Pirect!mente'en li ee eon: • cada unldi las las:1e arrlostr s Iateraies temporatis de !acueda sup Dior.• • • • • • • • • • • • Bracefirst truss well before erection of additional trusses: • • • ••• • • • • • • ••• • • • • • • • • • • •• •• • ••• • • • ONE WEEK OR 1555 MORE THAN ONE WEEK 17f Bundles stored on the ground for one LI week or more should be raised by bloddng at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mss deben ser elevados con bloques a cads 8 o 10 pies. 17f For long term storage, cover bundles to pre- L1 vent molsture gain but allow for ventilation. Para almacen- amiento por mayor tiempo, cubra los paquetes pars prevenir aumento de humedad pero permita ventilation. No almacene en terra desigual. Top Chord Temporary Later Bradng (TcTLB) • • • • • • • • • • • 2x4 min. :ACING FOR THREE PLANES OF ROOF ARRIOSTRE EN TRES PLANOS DE TECHO This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es pars todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. IP CHORD — CUERDA SUPERIOR . Truss Span tngitud de Tramo Top Chord Temporary Lateral Brace (TCTLB) Spacing Espadamiento del Arriostre Temporal de la Cuerda Superior Up to 30' Hasty 30 pies 10' o.c. max. 10 pies maxima 30' to 45' 30 a 45 les 8' o.c. max. 8 pies maxima 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maxlmo 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maxima insult a Professional Engineer for trusses longer than 60'. msulte a un ingeniero para trusses de mas de 60 pies. See SCSI -62 for TCTLB options. Vea el BCSI -B2 para las opciones de TCTLB.. Refer to BCSI -86 Summary Sheet - Gable J=nd Frame Bracing. Vea el resumer B0SI -B6 - Arriostre del truss terminal de un techo a dos Aguas. BRACING 'FOR 3x2 AND 4x2 PARALLEL:CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Q Refer to ACSI-87 Summary Sheet - Temporary and Permanent Bracing for Parallel Chord Trusses for more information. Vea el resumen ACSI -67 - Arriostre temporal v permanente de 1.0 t5 Maximum lateral brace spacing 10' o.c. for 3x2 chords ' 15' o.c. for 4x2 chords The end diagonal trusses de cuerdas brace for cantilevered paralelas pare mayor trusses must be placed informadon. on vertical webs in line with the support. Diagonal braces every 15 truss spaces (30' max.) Lateral braces 2x4x12' length lapped over two trusses. INSTALLING - INSTALACION ElTolerances for Out -of- Plane. — Toferandas pars Fuera -de- Plano. • i� Length —> Max Bow Max Bow Max Bow w —�'<_ h Length f 7( Tolerances for Ll Out -of- Plumb. Tolerandas para Fuera- de- Plomada. Repeat diagonal braces. Repita los arriostres diagonalesr: QSet first five trusses with spacer pieces, then add diagonals. Repeat process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espadadores, luego los arriostres . diagonales. Repita este procedimiento en grupos de cuatro trusses hasty que todos los trusses ester instalados. DTTOM CHORD — CUERDA INFERIOR Lateral braces ��\► = -: t�® ■ 2x4x12' length lapped �� r� :� r two trusses. k `` 1... es- ate- 1y Diagonal braces D /50 D (ft) 1/4° 1' 1/2° 2• 3/4° 3r 1° 4' 1 -1/4° 5'. 1 -1/2° 6' 1 -3/4° 2° 8' Max. ow 3/4° 7/8° 1° 1 -1/8° 1 -1/4° 1 -3/8° 1 -1/2° 1 -3/4° 2' Truss Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' 2.33.3' CONSTRUCTION LOADING —. CARGA DE CONSTRUCCION 0 Do not proceed with eanstrudion until all bradng is securely. Maximum Stack Height and proptsly in place. . for Materials on Trusses 'No proceda con la construction hasty que todos los arriostres ester colocados en forma aproplada y segura. Do not exceed maximum stack heights. Refer to BCST 8484 ' Summary Sheet - Construction Loading for more information. No exceda las meximas alturas recomendadas. •Vea el resumer BCSI -B4 Carga de Construction para mayor informadon. Metedal • Height (h) Gypsum Board 12" Plywood or OSB 1B Asphalt'Shingles 2 bundles Concrete Block 8" Clay Tila 3 -4t2ee high �� ^�� ti► Fi° x every 10 truss spaces (2D' max.) 10' -15' max. Some chord and web members not shown for clarity. MB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members ;*11%,'"41.4411, 'i r` • lxs� "Diagonal �is braces, • • every 1 t • %pales O'•rnab.)• • •• • • • • • • • • • • 10' -15' max. same spadng as bottom chord • lateral bracing Some chord and web members not shbwnsfor,dadty. • • ••• • • • • ••• DIAGONAL BR$CINO I/ VE Ah II1POgtTANT iEL ARRIOSTRE DIIMOCIAJ S•ItdYYIMPORtAN TE! 0 • Do not overload small groups or single trusses. F �y No sobrecargue pequenos grupos cetrusses indNlduales. Q Place Toads over as many trusses as possible. .- -- Coloque las cargas sabre tantos trusses comp sea posibTe: • Position loads over load bearing walls. t Coloque as cargas sabre Ias paredes soportantes. ALTERATIONS — ALTERACIONES - !' O Refer to pCSI -B5 Summary Sheet - Truss Damage. ]obsite Modifications endlnstallalion Errors. Vea el restimen BCSI -65 Danos de trusses. Moditjeadones en la Obra v Errores de Instaladdn, Do not cut, alter, or drill any structural member of a truss unless spedfcally permitted by the Truss Design Drawing. No torte, altere o perfore ningen mtembro estr uct ural de los a 3 trusses, a menos que este especificamente permftido en el dibujo del disePo del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render. the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcddn o han sido alterados sin una autorizaddrf previa del Fabricante de Trusses, pueden redudr o eliminar la garartia del Fabricante de Trusses. NOTE: The Tors Manuractwer and Tnas D&gner must rely on the fact that the Contractor and cane operator (q applicable) are ov- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required as stance regarding hxnstruGion padices from a competent party. The methods and procedures outlined areintehtled to.gr}wre t Itthe 9(elait wlumcaon techniques employed MU put floor and roof tnssea Into place SAFELY. These recammendatonti'gr handling, hSiaSng and bracing wood trusses are based upon the collecttve experience of leading technical personnel to the wvod tAssindustne but must, due to the nature of responsibfltes involved, be presented only as a GUIDE for use by a qualified Building Designe•br on/InstaI 5gn Cgntrattac DS not Intended that these recdmmendatlans be Interpreted as superior to any design spedflmtlon (provided by gflha an Architect, Engineer, the Budding Design, the EratongnstalWton Contractor or of erwlse) for handling, installing and brad!lg wood.?4sas and Ir does not predde the use of other equMafent methods for bradng and providing stability for the wags And cot ` . , as may be-determined by the tors Er ctanInsmgation Contractor. Thus, the Wood Truss Caurd of America and the This P1te,L ••••,..,- e ly dlsdaim any repmrslblary for damages arising from the use, appUcaton, or reliance on the r ndetma andt(if..o0ton mmatned herein. af" WOOD TRUSS COUNCIL OF AMERICA Dire WTCA Center • 6300 Enfeip{lse Lane • Madison, WI 53719 608/24-4849 7 :-* w.wq,..41: . 0.1 .. to UEF'AI' 1 MINT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS #: B20091100805.0 FOLIO #: 1132060170610 FEEPAYER: BOUTIN, PAUL 410 NE 102 ST BATCH: SITE ADDRESS: 410 NE 102 102 ST COLLECTION NO.: 98500 DATE: 08 /06/2009 MIAMI FL 33138 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT AREA 1.0 5002 00 UNIT SIZE (SQ FT) 458 0.9180 a�n ea TOTAL AMOUNT DUE: $420.44 PAID CHECK: $0.00 PAID CASH: $420.44 IFSRP_0005T