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RC-08-2230 4 r • - x.- r T• o- � .� � � . °. ,. .,w ,w � , . : � ..Q. �� _�.. tv �� +s =: :off a _�a� ��``��a�,�eg.�<. <� ts,�a .��r+, .� �� Certificate of Occup I: Miami Shores Village 10050 NE 2 Ave, Miami Shores Fl, 33138 0� Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department 4 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 'r g compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 5 , .:i Permit Type Residential Construction Bldg. Permit No. RC -12 -08 -2230 Owner MARIANELLA SOLIS Contractor HOME OWNER d Subdivision/Project <NONE> Date Issued 03/17/2010 :, l Construction Type TWO STORY ADDITION Occupancy Single Family , 9322 NE 6 Avenue : Miami Shores FL 33138- L owtion w °2 Building Officials Approval Norman Bruhn, n fi ti Not Transferableg ��QRIa+F- POST IN A CONSPICUOUS PLACE �' }° Xr � t i ['.'y.2y �t �,ll+[�T` .:�.,. �r„ .;;.,r �.:.� u - . , xr� Fd ' _ -:"�' ,r• . --- ..�,� � - .,.� �I '� �' ,i.- �.;.._�, :. ,,+ 1 t xT f i n Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 103267 Permi Number: RC -12 -08 -2230 Scheduled Inspection Date: March 17, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Building Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passe Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 16, 2010 For Inspections please call: (305)762 -4949 Page 1 of 19 Inspection Worksheet Miami Shores Village 10.050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 136398 Permit Number: RC -12 -08 -2230 Inspection Date: February 25, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Density Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed Final density report a Failed E] Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 25, 2010 Page 1 of 1 ALL STATE ENGINEERING All State Engin & Testing Consultants, Inc TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES February 22, 2010 3 (9 T is B Marianela Solis y 9322 NE 6 Ave. 11 iia i686t • s +s Miami Shores, FL RE: Miami Gardens Storm Drainage Imp (NW 152 Terr.) 9322 NE 6 Ave. Miami Shores, FL Dear Sir: Pursuant to your authorization, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. (ASETC) has performed sub surface investigation (borings) and the field density tests at the above referenced project. Based on three (3) borings and one (1) proctor test and six (6) densities tests taken with nuclear troxler gauge at 12" probe, the tests were found to be in compliance with over 98% requirements. It is our professional opinion that the compaction efforts were adequate and in accordance with job specifications. Should you have any questions or comments, please feel free to contact our office. Yours Sincerely, aseem Quad ri, P.-E # 51 -4$1 Special Inspector Threshold Bldg- #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. WQ/s p 23811 West 78�" Street / Hialeah, Flog da. 330161 Phone..305.8$8.3373:.F x 305. 808 7443:', ? Miami Shores Village�� Building u' g FEB 18 2011 CERTIFICATE OF- OCCUPANCY CHECKLIST Required 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. V CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - 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 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. Approved Date C-a1 , 6►) (tv 41� Q yCAAJ ZC 4 ( ()Y) W I Q S(0'0 S `tj� chc- 1/20/05 �S� SiC�I Rio �q(� SU�IiE,�. � , Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP- 135893 Permit Number: RC -12 -08 -2230 Inspection Date: February 18, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed Failed E:1 Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 18, 2010 Page 1 of 1 Notice of Preventative Treatments for Ter' (as required by Florida Building Code (FBC) 104.2.6) 18 2010 Econoway Exterminating Co., Inc. _ 468 East 9th Street Date Time (C � ' lJ tA�M Hialeah, FL 33010 305- 885 -4966 Applicator ,) t ( Address of Treatment or Lot /Block of Treatment tt [ l -,, 3 `d Ax Product Us ,pd Percent Concentration Number of gallons applied Chemical used (active ingre� Area treated (square feet) Linear feet treated ;- . Stage of treatment ( Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) t Asper 104.2.6 -If soil chemical barrier method for termite prevention is used, final exterior nt s JI e camplet r to final building approval. If this notice is for the final exterior treatment, initial and date this line. �J 1 0 Permit . ' Reorder Product # 7023 . from - CROWNMAX - 1 -900- 252 -4011 Permanent Notice of Termite Protection and /or Treatment Date of Original Treatment Dat of Perimeter Treatme t 9 ' Pesticide Used I When Annual Renewals are Due This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (FBC 1816.1.7) This structure has been treated for the prevention of subterranean termites by the below named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number below for inspection and contract renewal. (FBC 104.2.7) Company Sub Di, `/ Lot # Y _ l l — " Econoway Exterminating Co., Inc. 468 East 9th Street Hialeah, FL 33010 3054854M Reorder Product # 7093 from • CROWNMAX • 1- 800 - 252.4011 468 E. 9 STREET • HIALEAH, FL 33010 4 .� P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 4 „ Notice of Preventative Treatment for Termites (As required by Florida Building Code (FBC) 104.2.6) 932 NE, La hoeL)Ue, Minm' Shakes, � Address of Treatment or LotBlock of Treatment 03131 mooq :o®arn J COM Date Time Applicator MO XY Pao 1 0 C1C-JL w Cf 55 Go I I. Product Used Chemical used (active ingredient) Number of gallons applied Percent Concentration Area treated (square feet) Linear feet treated H o o -z(:) n t-oi 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 ' �? 468 E. 9 STREET • HIALEAH, FL 33010 y < P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 arum � Certificate of Compliance for Termite Protection (As required by Florida Building Code (FBC)1816.7) 8322 N. (_® A0efjUe, I" ) 0rY)j ShUreS L Address of treatment or Lot/Blk # of treatment C) D Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with rules and laws established by Florida Department of Agriculture and Consumer Services. Authorized Signature 'MD 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 •FAX: (305) 885 -4969 `"'"'� -�* E & Permanent Notice of Termite Protection (As required by Florida Building Code (FBC) 104.2.7) This structure has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. q32 . E U n oen u e ®f \1 iomr shores . Address of Treatment or Lot/Block of Treatment Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 135894 Permit Number: RC -12-08 -2230 Inspection Date: February 18, 2010 Permit Type: Residential Construction Inspector: Hernandez, Rafael Inspection Type: HRS Approval Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed El Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 18, 2010 Page 1 of 1 Inspection Worksheet Miami Shores Village n 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 F s Inspection Date: January 07, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: SOLIS, MARIANELLA Work Classification: Septic Job Address: 9322 NE 6 Avenue NE Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: MIAMI INDUSTRIAL SERVICES INC Phone: (786 )402 -8656 Building Department Comments JSp Comments Passed al in file. Failed E� Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, January 6, 2009 Page 1 of 1 7:V'.SION OF Erivtrunimentat Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division P 7769 NW 48'" St. Suite 175 ` V �` ' FL 3166 Inspector �S � / Date Address OSTDS # Comments: 1 Signature A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 135891 Permit Number: RC- 12- 08-2230 Inspection Date: February 18, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Bullding Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passe W _ r � >� �� a i's t` ti C6 AAc � e ( h at s y�s c Failed A(T ez) Pr �o� /V -� - b rr Jk Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. rr ``� C) February 18, 2010 For Inspections please call: (305)762 - 4949 Page 1 of 1 e U.S! DEPARtMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name OMAR O. SOLIS & MARIANELLA B. SOLIS Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 9322 N.E. 6 AVENUE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 1 & 2 BLOCK 56 MIAMI SHORES SECTION NO.2 PB 10 -37 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. N25 °51'70.01" Long. W80 °11'13.70" Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 2009 sq ft a) Square footage of attached garage 200 sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 4 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 592 sq in c) Total net area of flood openings in A9.b NIA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI SHORES 120652 MIAMI -DADE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12086CO306 L 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 N FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: N 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 NNo Designation Date NIA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized #N -603 -R Vertical Datum 1929 Conversion /Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 9.73 N feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 11.53 N feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NIA. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.70 N feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9.90 N feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9.20 N feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.60 N 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. 1 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. Q ® Check here if comments are provided on back of form. F = Certifier's Name IGUEL ESPINOS License Number 5101 - Title P.S.M. Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Address 1 6 5 0 . . 190 ST E ITE 3 10 City MIAMI State FL ZIP Code 33157 Signatur Date 1/13/2010 Telephone 305 -262 -2992 FEMA rm 8 -31, February 20OW See reverse side for continuation. Replaces all previous editions f _ c � IMPORTANT: In these spaces, copy the corresponding infonnation 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. Policy Number 9322 N.E. 6 AVENUE 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 HIGHEST CROWN OF ROAD (NE 94 STREET) = 9.92' REAR / LEFT SIDE ADDITION LFF = 11.43' C2. (e) LOWEST ELE ATION OF IPME CHINERY SERVICING THE BUILDING (AIR CONDITIONER) = 9.90' ATT IN T P Date 1/13/2010 ® Check here if attachments SitTION E - BUILDI EVATION 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. E1. 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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 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 ❑ 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 Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions t 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. Policy Number 9322 N.E. 6 AVENUE 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, following. FRONT VIEW 1/13/2010 r III 3 RIGHT VIEW 1/13/2010 V j : z � Ifni y�wv r ++ r 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. Policy Number 9322 N.E. 6 AVENUE 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." REAR VIEW 1/13/2010 n REAR / LEFT VIEW 1/13/2010 K ' i! Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 135891 Permit Number: RC -12-08 -2230 Inspection Date: February 18, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms G 16 Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4948 February 18, 2010 Page 1 of 1 w Ut,. : DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION. For Insurance Company Use: Al. Building Owner's Name OMAR O. SOLIS & MARIANELLA B. SOLIS Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 9322 N.E. 6 AVENUE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 1 & 2 BLOCK 56 MIAMI SHORES SECTION NO.2 PB 10 -37 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25 °51'70.01" Long. W80 *11'13.70" Horizontal Datum: ❑ NAD 1927 (@ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. Fora building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 2009 sq ft a) Square footage of attached garage 200 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 4 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 592 sq In c) Total net a of flo op enings in A9.b NIA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI SHORES 120652 MIAMI -DADE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO; use base flood depth) 12086CO306 L 9/11/2009 9/11/2009 X N/A 1310. 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 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 ❑Yes ZNo Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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, ARIAE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.8-g below according to the building diagram specified in Item AT Benchmark Utilized #N -603 -R Vertical Datum 1929 Conversion /Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 9.73 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 11.53 ® feet 0 meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NIA. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.70 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9.90 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) I) Lowest adjacent (finished) grade (LAG) 9.20 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.60 ® 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. 1 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 9001. ® Check here if commen Z are provided on back of form. Certifier's Name MIG EL PINOSA License Number 5101 Title P.S.M Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. 1\� Address 10 6 W. 19 EET SUITE 3210 City MIAMI State FL ZIP Code 33157 Signature Date 1113/2010 Telephone 305 - 262 -2992 i l y r. FEMA Form 81 -31; February 2006 See reverse side for continuation. Replaces all previous editions � e 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. Policy Number 9322 N.E. 6 AVENUE 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 HIGHEST CROWN OF ROAD (NE 94 STREET) = 9.92' REAR / LEFT SIDE ADDITION LFF = 11.43' C2. (e) LOWEST ELEVATION EQUI MENT / MACHINERY SERVICING THE BUILDING (AIR CONDITIONER) = 9.90' ATTA UILD OGRAPHS Date 1/13/2010 ® Check here if attachments Adt ibN E - BUILD 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. E1. 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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 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 ❑ 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 Rem(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 1. 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 Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 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. Policy Number 9322 N.E. 6 AVENUE 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, following. FRONT VIEW 1/13/2010 it RIGHT VIEW 1/13/2010 x r 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. Policy Number 9322 N.E. 6 AVENUE 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." REAR VIEW 1/13/2010 is t y y p ` . Vl T' REAR / LEFT VIEW 1/13/2010 n, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP- 135895 Permit Number: RC -12 -08 -2230 Inspection Date: February 18, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner: SOLIS, MARIANELLA Work Classification Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed J 1� Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4849 February 18, 2010 Page 1 of 1 FEB 18 2010 " BY: -------------------- ARCHITECT P.A. AA 0002998 STATEMENT OF INSPECTION DATE: February 2, 2010 TO: MIAMI SHORES BUILDING AND ZONING DEPARTMENT. RE: MARIANELA SOLIS ADDRESS: 9322 NE 6 AVENUE MIAMI SHORES FL PERMIT #: 08 -2230 DEAR SIRS, , JOSE RAUL CONDE, HAVING PERFORMED AND APPROVED THE REQUIRED INSPECTIONS, HEREBY, ATTEST THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THE STRUCTURAL AND ENVELOPE COMPONENTS OF THE ABOVE REFERENCED STRUCTURE, (REINFORCED MASONRY, ROOF & FLOOR TRUSSES & CONCRETE ELEMENTS) ARE IN COMPLIANCE WITH THE APPROVED PLANS AND OTHER APPROVED PERMIT DOCUMENTS. I ALSO ATTEST THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THE APPROVED PERMIT PLANS REPRESENT THE AS -BUILD CONDITION OF THE STRUCTURAL AND ENVELOPE COMPONENT OF SAID STRUCTURE. THIS DOCUMENT WILL BE SUBMITTED TO THE CITY OF MIAMI SHORES BUILDING DEPARTMENT IN CONJUNCTION WITH THE APPLICATION FOR A CERTIFICATE OF OCCUPANCY FOR THE ABOVE REFERENCED STRUCTURE. SHOULD YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION PLEASE DO NOT HESITATE TO CONTACT ME. SINCERELY JOSE RAUL CONDE, R.A. R # AR 0010924 3521 NW 82 Ave. • Miami, FL 33122 • Tel: 305 - 594 -0686 - Fax: 305 - 594 -0998 Email: conarchi O bellsouth.net w a t R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 135892 Permit Number: RC -12-08 -2230 Inspection Date: February 18, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed _) Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762-4949 February 18, 2010 Page 1 of 1 2/15/2010 Iw ° Certificate FF 1 8 2010 of Insulation BY, -------------------- To: Miami Shores Building and Zoning Department RE: Marianella Solis 9322 Ne 6 Ave Miami Shores, FI 33138 Permit# 08 -2230 Dear Sirs, This letter serves the purpose of certifying that the insulation in the new addition at above address was installed in compliance with approved permit plans and Florida building codes. Wall insulation: R 4.1 First floor ceiling insulation: R 19 Second floor ceiling insulation: R30 Please do not hesitate to call me at 305 - 773 -2422 if you have further questions Thank you Marianella Owner Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 135831 Permit Number: RC -12-08 -2230 Inspection Date: February 18, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Buliding Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms /l /6 Inspector Comments Passed Failed El Correction Needed Re -I ns pectiom .. .. .. Fee • • • • .. ... .. . .... No Additional I A' A'04iqq, ca s led until re- inspection a js • Rai • • • • • . . •• , : f i,,.•• • it 00. • 0 000 • Fbr inspections please call: (305)762 -4949 February 18, 2010 Pagel of 1 Legal Description: I Lots 1 & 2, Block 56, of MIAMI SHORES SECTION NO. 2, according %,+ �-! — t �" WH St to the plat thereof, recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. N 0 "o N Ci 127.50 L(R) (k) 15.0 5' 37.50' 3.90' Do M ^ 3.8 .0 � ' \ N 27.00' PAVERS PATIO N ° i I I y ,� O � 5.70' 00 It TILE PATIO o N ° ry cam , � �' I { • ° ° 27.08' o A/C iv 00' � _ L sic arL - jyg.gm ST w c OR 22.40 1-- T N ^ 4.4 N r Z Ll1 t 3 1': fi i LLJ 4 Z ° Q N O-' 7 O e° O O 40- ° 9.90 n 1 . 70' tL1 W n W N LaJ z e r N N Q y N ! I t t r r JJ LLI ° O N e 0 a � STORY 4 d I t i I. t ' g ; ' e p RESIDENCE #9322 CD LOC N 1.87' 12.67' NOT TO SCALE Q e ti� 3.75' 8.47 H.F.F". =11.53 J L.F.F. =9.73 in ° o Q 4.75' GAR. =9.70 a 2 '� J J — "O N GENERAL NOTES: Q 0 0.80 Co Q = J 4.75' a I -LEGAL DESCRIPTION PROVIDED BY OTHERS. a Q 9.2$' , 0 O h �I' - EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE 0. 15.37' ° 14 .2$' O� �ry 0 W RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. 27.67 - O -THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED Q H c 5 5,00',_ N Z ENCUMBERANCES NOT SHOWN ON THE PLAT. ° - UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE o tP a NOT LOCATED. O Z S0' O M �S -ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. -WALL TIES ARE TO THE FACE OF THE WALL +Je..�. .. N M 3.0' o e -FENCE OWNERSHIP NOT DETERMINED. U o N F.F.E. =11.43 mi PAVERS ^ O M , 6 `; in " 'N N ,q N 37.50 - BEARINGS REFERENCED TO LINE NOTED AS B.R. -i - BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY PATIO , x.60 , � WORK PERFORMED 'IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO e , ° SCALE. cV r x 23.20 ' 16.00 ry0 ^DOS I -NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. A/C ; - , �� I -NOT VAUD UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL L0 3.00 6 4.7 2.6 etij - DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. a p0 W 4 p� � P � ,�Z - ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. to 6.10' Q� °+' -THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. O -THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES F.LP.1 CONCRETE. WALL R% Z�J' °4 NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. » n [� p 5'° COLIC. WALK ° ° ° e ° e .1 27e50: IS tYl ' ° 4 ° . /e2 4 a a ° - -- - - - - -- - - - - - - ° j • e R 1 P.1 ° ° 4 e SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREP UNDER MY DIRECTION. THIS COMPLIES WITH THE MINIMUM TECHNICA STANDARDS, SET TH BY THE STATE OF FLORIDA BOARD OF e 'm a p. ° PROFESSIONAL LANDS YEYOR'S IN C 1G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 427.02 FLORIDA $TA 0 2' CONCRETE VALLEY GUTTER o 0 0 L0 Lei I M SIGNE FOR THE FIRM 22' A S P H A L T P A V E M E N 1 MIGU ESPINO No.5101 STATE OF FLORIDA NOT AUD W OUT AUTHENTIC ELEC �_c KVAUD No AND AUTHENTICATED • • • • • • • • • • • • • go* Ib` • • • • , ELECTRONIC L A /OR THIS MAP IS WITHOUT THE SIGNATURE AND • • • • • • • • • • • • THE ORIGINAL RAISED SEAL OF A 'If* SURVEYOR AND MAPPER. r• • .— --• . �• — — Survey: S -8304 • • • • • • • • • • • • i i i i •• .... .. ... .. Flood Zone: .. ... .. • ... TOPOGRAPHIC SURVEY N. E. 6th A V E N U E Community Number: 120652 MIGUEL ESPINOSA Date of Completion: 5/01/2009 . •�• ••� •;• ,•community Name: Miami Shores .% ,•, •;• ••� ••• Date of Field W ork: 4 /30/2009 BENCHMARK INFORMAI'lo �l •, ' • Panel: 0306 ' ' ' :: LAND SURVEYING, INC. Benchmark No. N- 603 -R' •' ' •' • ' 'Suffix: L ' ' ' ' ' 5511 SW 8th STREET —SUITE 202 Property Address: Elevation: 8.05 NGVD Date of Firm Index: 9/11/2009 UPDATE SURVEY MIAMI, FLORIDA 33134 9322 N.E. 6 AVENUE Certified to: �•� ';' Firm Zone: X Ilate • f ''ldWok 1/x.3/2010 PHONE: (305) 262 -2992 F_� • • . FAX: (305) 262 -2995 MIAMI SHORES, FLORIDA 33138 OMAR 0. SOLIS & MARIANELLA jXaS ; :.'.: g et*tftC;M tiar�%;25 /2010 www.es inosclandsurve In com ,,, , ... Base Flood Elevation: N/A ... P Y 9• L.B. 6463 LEGEND OF SURVEY ABBREVIATIONS A ARC LENGTH M MEASURED A/C AIR CONDITIONER MAINT MAINTENANCE ADD ADDITION MH MANHOLE ADJ ADJACENT OR ADJOINING NO. NUMBER AE ANCHOR EASEMENT N.T.S. NOT TO SCALE ALUM. ALUMINUM 0/H OVERHANG ASPH ASPHALT O.P. OPEN PORCH 5/C BUILDING CORNER Q.R.B. OFFICIAL RECORDS BOOK DCR 13RONARD COUNTY RECORDS 015 OFFSET BLDG BUILDING O/W OVERHEAD WIRES BLr, BLOCK P PLAT BM BENCHMARK PAR PARCEL BNOY BOUNDARY PB PLAT BOOK BAN BACK OF WALK PC POINT OF CURVATURE C� C CALCULATED PCC POINT OF COMPOUND CURVATURE M `� U L �,,/ j p 0 a CB CATCH BASIN PCP PERMANENT CONTROL POINT C55 CONCRETE BLOCK STRUCTURE PG PAGE CD CHORD DIRECTION PI POINT INTERSECTION LAND v U RVEYI NG, INC. - CJB CABLE JUNCTION BOX PK PARKER R KALON CLF CHAIN LINK FENCE POD. POINT OF BEGINNING CM CONCRETE MONUMENT POC POINT OF COMMENCEMENT LAND PLANNERS — SURVEYORS CMP CORRUGATED METAL PIPE PP POWER POLE CONC. CONCRETE PRM PERMANENT REFERENCE MONUMENT COR. CORNER PRC POINT OR REVERSE CURVE ka COV. COVERED PT POINT OF TANGENCY ' . ' � • r D DEED PVMT PAVEMENT DD DEED BOOK R RADIUS OR RECORD Alllarni SfiOT+O$I!!S e DCR DADE COUNTY RECORDS REC RECORD ul D.E. DRAINAGE EASEMENT RCP REINFORCED CONCRETE PIPE APPR DOT DEPARTMENT OF TRANSPORTATION RES RESIDENCE E/F END OF FENCE RET RETENTION / RETAINING E/P EDGE OF PAVEMENT RNG RANGE ZONING DEPT E/W EDGE OF WATER R/W RIGHT - OF - WAY r El EC ELECTRIC SAN SAWARY a". ELEVATION WIT SOUTHERN BELLTELEPFIONE BLDG DEPT ENCL. ENCLOSURE SCN SCREEN EM ELECTRIC METER 5E SOUTHEAST SUBJECT r O f✓'CIVIT�L IAI�CE WITH ALL FEDERAL ESMT EASEMENT SEC SECTION F/C FENCE CORNER SEW SEWER STATE AND CF. VPti� RULES AND REGULATIONS F/L FENCE LINE SN&D SET NAIL & DISC LB #6403 FF FINISHED FLOOR 5P SCREEN PORCH FH FIRE HYDRANT SP&C SET 112" PIN & CAP LB #6463 FIP FOUND SON PIPE 5R STATE ROAD FIR FOUND IRON ROD SRC SET REFERENCE CORNER FN FOUND NAIL STA STATION F IND FOUND S S TM ST OW Fw FOUNDNAIL&D1% TTYY ORY 10665 S.W. 190 STREET - SUITE 3210 Fm&T- FOUND NAIL & TAB SUED SUBDMSO4 FP#.L FLORIDA POWER & LIGHT T TANGENT M IAMI, FLORI 33157 GAR GARAGE , TB TOP OF BANK GAW GUYWIRE, ; TBM TEMPORARY BENCH MARK HW HEAD WALL, TRANS TRANSFORM• • • • i • • • • • • • • • • • .. EK • • • ID IDENTIFYa IbENTITY STWP TOWNSHIP i i • • i • • • • i i i • INV IP1V R� Tyr TYPICAL • 00* • • • • • • • � � • i �• • • • • • • s s • • • • •• •• A p x • •• IR IRON ROD UE UTILITY EASEMI§T • • • • • • • • • • IP IRON PIPE UGD UNDERGROUND L LENGTH WD WOOD LB LICENSED BUSINESS WM WATER MEUK 00 * • : • 00: • • • • • : •: It - • • • ' • . p • i LC CHORD DISTANCE WV WATER VA3 • • • • • v LD LEGAL DESCRIPTION • • • • • i • • • • • • • •• i • • • • • • • • • s • • • • r; • - LFF LOWEST FINISHED FLOOR • • • • LP LIGHT POLE Phone: 2f2,2912 LS LAND SURVEYOR Fax: (305) 971 -8383 . • • • - ••• . . . . . • . . . ..• • • . .. . . . .... ... 11/25/2008 14:36 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES @003/005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)785 -2204 Fax: (346)7664972 Inspection Number: INSP- 130114 Permit Number. EL-2-09-207 Scheduled Inspection Date: November 26, 2009 permit Type: Electrical - Residential inspector: Devaney, Michael Inspection Type Final Owner: SOLIS, MARIANELLA Work Classification: Addition /Alteration Job Address: 8322 NE 6 Avenue Miami Shores, FL 33138- Phone Number cel Number 1432060140910 Project: <NONE> Contractor: EDO HELMS ELECTRIC & A/C INC Phone: 305-663 -2620 Building Department Comments ELECTRICAL CONNECTIONS, TWO STORY ADDITION, ON EAST SIDE OF PROPERTY TO ADD 2 BEDROOMS AND 2 BATHROOMS Inspector Comments Passed Ea Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection tee is paid. November 24, 2009 For Inspections please call: (306)762-4949 Page 19 of 24 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (3f)9 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 103260 PermitNumber: RC -12 -08 -2230 Scheduled Inspection Date: August 14, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window Door Attachment Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 113206014091 Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 13, 2009 For Inspections please call: (305)762 -4949 Page 1 of 12 Miami- Shores Village � F� Building Department AUG 1 4 2009 10050 N.E.2nd Avenue, Miami Shores,; Florida 33138 Tel: (305) 795.2204 Fax: (305) 7'56.8972 B Y. INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION ' Master Permit No. FBC 20 _ Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) ` l..lt't�Y1� Phone # Owner's Address { ), ddress q5 A - y e, z City d A i ck rY d c f IV� tate Zip' 5' s 1 2 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) IV r (0 City Miami Shores Villaee County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO i Flood Zone p ny N � � � # �� 7 — 3 q A a Contractor's Company Name Phone /C�YIG�}.( Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E-mail Architect/Engineer's Name plicable) Phone # Value of Work For Square / Linear Footage Of Work: Type of Work: o ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Wo �• ( Ct � •f ,Y) GC>1), Submit. ee $ Permit Fee $ TJ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: 1 Structural Review. $ 6 0,pv Total Fee Now Due $ { See Reverse side -� I 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law,brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and inspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was ackn wledged be re me this / The foregoing instrument was acknowledged before me this day of 20 1, day of , 20 T , by , known to me or who has produced a who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NO PUBLIC: NOTARY PUBLIC: Sign: S�v Crt { �1 1 ®4` Sign: Print: Print: My Commission Expires: �e,,, c;�G� My Commission Expires: APPROVED BY �� / ®� ` �'7r" Plans Examiner Zoning S h'$ d — Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village N Building Department AUG 2 4 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y °° °� ° °° - - - - -° Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER:. (305). 762.4949 BUILDING Permit No. IE� o - PERMIT APPLICATION Master. Permit No. Qg oro< FBC 20 Permit Type: ELECTRICAL rr�� Owner's Name (Fee Simple Titleholder ) may Owner's Address II-- � y� City i�na rl� t ate t` Zip 3 Tenant/Lessee Name Phone # Email rr� Job Address (where the work is being done) City Miami Shores Village County Miami =Dade Zip 3309 FOLIO / PARCEL # f 3 2 ®"" I U Is Building Historically Designated YES NO Flood Zone Contractor's Company Name `°� f1/Y! S �C � �?°t G Phone # Contractor's Address _ "� �!'c �d" r -e 14 a City dy1 /Qe/4! / y State Zip 3/6o Z Qualifier Name ,,Jp e o `j �(�ff Phone # 3 ' 9 Y 6 Y - 3- State Certificate or Registration No. d o `� ® Certificate of Competency No. Contact Phone O�Co S 3��` E-mail 1"14R44ble5 ' (e ad heY CV vz-i Architect/Engineer's Name (if a Phone # a Value of Work For this ,�f� . a?' , Square / Linear Footage Of Work: Type of Work: ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition �. Describ Work: Submittal Fee $ Permit Fee $ � > CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ -who 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 Contracto The foregoing instrument was acknowledged before me thin The foregoing instrument was acknowledged before me this 1 it day of 20 Oq. by f �j� �� day of 4u4 , 20 , 91 , b e oti • ' �l�(f , o is persona known to a or who has produced who is egEtas n me or who has produced As identification and who did take an oath. dentificat ion and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC- Sign: ��' Sign: d 3O `ti °° Print: �� Print: M Commission E Q� r Y p' My Commission E '� �,,, SID v4 � .� �. Asa '. kSt" �C J P ^ . Z . ' . JQ' / "�C APPROVED BY �� Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 123575 Permit Number: RC -12 -08 -2230 Scheduled Inspection Date: September 03, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Windows and Doors Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms � _/ Inspector Comments Passe At's //�c. O rG Failed AOA. n e29Axz./ AZ4^1- Correction ❑ Needed Re- Inspection ❑ Fee �@� �6G'�� No Additional Inspections can be scheduled until /L re- inspection fee is paid. c nn4n.nhnr n 2nnc For Inspections please call: (305)762 -4949 D � ^ - A - f 4 R } P CONDE ARCHITECT PA Project : MARIANELA SOLIS File : 2008 -016 Subject : WALLS & ROOF Date : 11/1912008 Location : 9322 NE 6 AV MIAMI FL Eng. : RC Design Wind Pressure, p Equation 6 -22 (ASCE 7 -02) Design wind pressures and forces are determined per equations given in section 6.5.92 - System T Structure TyDe Equation Components and Low -Rise Buildings p : gh•[(GCp) - (GCpi)] Cladding and Buildings with qh at mean roof height h <= 60 ft GCp : given in Figure 6 -11, 6 -12 Gabled, Hipped and GCpi : given in Figure 6 -5 Stepped Roofs Velocity Pressure Calculations oh Velocity pressure qh is calculated in accordance with section 6.5.90 qh = Velocity pressure @ mean roof height (h) (Eq. 6-15) qh = Constant • Kh - Kzt - Kd • V2-1 qh = Velocity pressure @ mean roof height (h) Where: Constant = Numerical constant (Section C6.5.10) = '/ - [ ( Air density IN cu ft ) / ( 32.2 ft1s )] [( mi/h )( 5280 ft/mi) (1 hr /3600 s )] = 0.00256 Mean Sea Level = 0.00 ft Air Density @ MSL = 0.0765 lb/cu ft (Table C6-1) Category = II (Table 1 -1) Importance Factor = 1.00 (fable 6-1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6-2) Z9 = 900.00 ft (Table 6-2) Basic Wind Speed = 146.00 mph (Figure 6-1) Mean Roof Height = 22.00 ft RW#ARMOM SM NW aZ AVI NNA FL 331 T- ( FAx Page 1 CONDE ARCHITECT PA Project : MARIANELA SOLIS File : 2008 -016 Subject : WALLS & ROOF Date : 11/19/2008 Location : 9322 NE 6 AV MIAMI FL Eng. : RC Velocity Pressure Calculations. az (Cont.) Where: Kh = Velocity pressure coefficient @ height z (Eq. C6-3a) = 2.01 -( Z/Zg) A (2/Alpha) for 15 ft <= Z <= Zg (Eq. C6-3b) = 2.01 - (15/Zg) A (2/Alpha) for Z < 15 ft = 0.92 Kzt = Topographic factor obtained from Fig. 6-4 = (1 +K1- K2 -K3) Kzt @ h = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6-4 = 1.00 qh = 50.21 (psf) Internal Pressure Coefficient GCai, Flaure 6-5 The internal pressure coefficients are given in Figure 6-5 n los re QkImMcation GCDi + P'- Ri GC i+ GCPi- Enclosed Buildings 0.18 -0.18 1.00 0.18 -0.18 4 REG 0 AR 001 AW82 AVENUE PAM, FL 33122 TM P" W44M FAX Page 2 a CONDE ARCHITECT PA Project MARIANELA SOLIS File : 2008-016 Subject WALLS & ROOF Date : 11/191200E Location 9322 NE 6 AV MIAMI FL Eng. : RC External Pressure Coefficient. GCp, Figure 6 -11 and Figure 6 -12 The pressure force coefficient are given in Figure 6-91 and Figure 6-92 Zone Area Angle GCp+ GCp- GCp ( s q. ft. d R.O. 1 130.00 14.04 0.30 -0.80 - 2 130.00 14.04 0.30 -1.20 -2.20 3 130.00 14.04 0.30 -2.00 -2.50 4 25.00 All 0.93 -1.03 - 5 25.00 All 0.93 -1.26 - Deslan Wind Pressure. o. Eauation 6 -22 Design wind pressures and forces are determined per equations given in section 6.5.92 Values of external and internal pressures shall be combined algebraically Zone qh GCp+ GCp- GCpi+ GCpi- p1+ p2+ p1- p2- s s s 1 50.21 0.30 -0.80 0.18 -0.18 10.00 24.10 -49.21 -31.13 2 50.21 0.30 -1.20 0.18 -0.18 10.00 24.10 -69.29 -51.22 3 50.21 0.30 -2.00 0.18 -0.18 10.00 24.10 - 109.46 -91.39 4 50.21 0.93 -1.03 0.18 -0.18 37.65 55.72 -60.74 -42.67 5 50.21 0.93 1 -1.26 1 0.18 1 -0.18 37.65 55.72 -72.28 -54.20 p9+ uses GCp+ and GCpi+ p9- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi - Roof overhan Wind Dressures Zone qh GCp- p (R.O.) s R.O. 2 50.21 -2.20 - 110.47 3 50.21 -2.50 - 125.53 Z . F #AR C SM NW AVENUE MYVA FL =22 TEL FAX 0146944110 Page 3 MIAMa MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1S/:YW: BU INS COD `C MPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PR :,, DIY SIGN MIAMI, FLORIDA 33130 -1563 W (305) 375 -2901 FAX (305) 375 -2908 E PTANCE UA www.miamidade eov r e � „ � ; .n oducts, Inc. 90 e y W thi +h;orida 33411 SCO This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this.acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 07 -309, titled" 0.063" Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.B., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #02- 0417.06 and consists of this page 1, evidence submitted pages E -1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by H V-- e A. Makar, P.E., M.S. 0 —k jJ /jk6zl NOA No Ob-0706.17 ` �f Expirat ion Date: 04/18/2012 ' oA Approval Date: 05/10/2007 E F.auL cDNR ' o l ZoO7 Page 1 I APPROVE THESE {�}p . REG 8 001 DI3AVtgNGS, AS THE COMPLY i " � SM WITH MY DESIGN CRITE TEL a PI. DATE: r FAX OM 644= WeatherGuard Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95- 0717.06 A. TESTS 1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0. 063 " aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC -96 -008, dated 02116196, signed and sealed by Christopher G Tyson, P.E. B. DRAWINGS 1. Drawing No. 96 -47, Poma Corporation, . 063 "Aluminum Storm Panel Drawing, Sheet I through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by Y.J. Knezevich, P. E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052 -H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob No. 6BM -410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages I through 10 of 10, dated 02128196, prepared by Knezevich & Associates, signed and sealed by V.J. Knezevich, P. E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99- 0219.01 A. DRAWINGS I. None. (Drawings originally in file 95- 0717.06.) B. TESTS L None. (Tests originally in file 95- 0717.06.) C. CALCULATIONS 1. None. (Calculations originally in file 95- 0717.06.) D. MATERIAL CERTIFICATIONS I. None. (Material certifications originally in file No. 95- 0717.06.) E. OTHER L Letter issued by Al Purino stating that all documents are unchanged copies of 0.063 " Aluminum Storm Panel submittals, Acceptance No. 95- 0717.06. WtLtn d zz� H A. Makar, P. E., M.S. Product Control Examiner NOA No 06- 0706.17 Expiration Date: 04!1812012 Approval Date: 05110/2007 E -1 WeatherGuard Building Products Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0417.06 A. DRAWINGS See NOA 99- 0219.01 B. TESTS See NOA 99- 0219.01 C. CALCULATIONS See NOA 99- 0219.01 D. MATERIAL CERTIFICATIONS See NOA 99- 0219.01 E. STATEMENTS See NOA 99- 0219.01 F. OTHER See NOA 99- 0219.01 4. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. 07 -309, titled " 0.063 "Aluminum Storm Panel ", sheets I through S of S, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J W Knezevicli, P.E. B. TESTS I. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Hurricane Test Laboratory, LLC, Report No. 0411 - 1011 -05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. 0.063 " Aluminum Storm Panels Calculations, Sheets I through 45 of 45, by Thornton Tomasetd, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. m A. Makar, P. E., M.S. Product Control Examiner NOA No 06- 0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 E -2 GERMIAL ' C LABEL 1.87" 1.87" LABEL 1.87" W r. 1. PROT T,VEUSTUEVALUATION CE gqCCEM, ANALYZED WITH PROVISION SET FROpRPTHE LOC A T tO '� Lp1:pTtp `- o CONTRpL p IVASION FOR 7HE FU F! VEI H4R ZONE (HVHZI OFQTHE 9.369" 011 wy 1.369 wy N FLORIDA BUO.DING CODE 2004 WITH 2005 & 2006 aUPPLEMENTS. SEE NOTE SEE NOTE F N USED IN THE DESIGN OF THIS No 2. . NO iNC2EASE IN ALLOWABLE STRESS HAS BEE No. 10 D T. WIND LOAD DURATION FACTOR FACTOR Cd a 1.6 WAS USED FOR WOOD SCREW 5 8" Hot .5 8 D a b "� 5 . 8" O 3 E g 3. THES DOCUMENTS W ACCORDANCE W,T tiOVERNIMG W GO VE RN ING C ' COVERAGE 12.00 PANEL COVERAGE I. T' � 4 q - E � F WIND V%OCITY. FOR W�Np BE LOAD CALCULATIONS {qN.� ACCORDANCE WITH ASCE 7 -02. 15.37" 9.282" 0 A DIRECTIONALITY FACTOR OF KQ e0.85 SHALL USED. 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE � FULLALUMINUM STORM PANEL HALF ALUMINUM STORM PANEL g INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. �:./ ° 1' - LEA 3 - S. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMIMSTRATIVE CODE. 2.251" 2.251" 3.5" 6. THESE�P EVALUATION DOCUMENTS ARE INTE FOR USE ONLY B A ARCEN WTABTRACTOR. VI LE TO BE APPL Ep BY E PROMO DETHECONTRACTOR •158 R.25 • R.25 , R.25 i t2.24" " 2.251" F DOES NOT DEATE FROM TFiE CONDITIONS QETAILEO HEREIN AND THE CONTRACTOR .063" .09' w .09" R.25 VERtF1Eg THAT THE EXISTING ST UCTURE GOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. CONTRACTOR in TYP d in TYP. TYP. TYP. G a S RERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF ro i 257 m 1. ANY M OLD T E P O OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS s rte._ WO.L VOID THE P ODUCT EVALUATION DOCUMENTS. N l•/ � j„ 2.01" 2J11° 2.01" 2.OP' 8. WHEN THE SITE CONDITIONS DEEMATE FROM THESE PRODUCT EVALUATION DOCUMENTS. THE BUILDING OFFtCfAL MAY ELECT ONE OF THE FOLLOWING OPTIONS+ 2.24° 2.24" 2.24" 2.24" O A) REQUIRE THAT SITE SPECIFICC ppOCUMENTS BE PpEPARED SIGGNNEp� OATEO AND 0 Q•. SEALED BY A LICENSED ENGfNEER OR REGISTERED ARCF(fTECT WHICH DETAIL 'M HEADER HEAW 9�HEADER BUILD -OUT "If' HEADER 'U' HEADER HEAVY'U' HEADER �' Q AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE O CA 3" e - 0 O /CCU 3 m i'� O e - O CALEB = 1' - aSC PROp�CT ENGINEER OR RgVIEW AS A CONDITION TO THE BW ING OFFICIAL L ' Y - 0 GR HIS /HER AggPPROEVAL. C {, .37"/ 093« 3n B) SECURED FROM THE COUNTY PRODUCT Of ISIOWOR AND 44" •888" p1.P74 184- 275" TYP. 913' 1/4-20 MACHINE I WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIry THgg ►qGH VELDaTY HURRICANE .25° STUD {� 6' OR ZONE AREAS ONLY OPTION 'B" SHALL BE ACCEPTED 8Y TFIE BOLDING OFFICIAL. ,09« s 0 12' O.0 N S S. PRODUCT MARKINGS SHALL BE WITHIN 12" OF pNE ENO OF THE PANEL WITH A .25" m �^ N Q- e _ . o cS MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED w �? N a TYP. o AS FOLLOWS .093° R MIAE F CdA RY P' !Q APPROVED .07" .89" P.6 .138-- 7YP. 8 J,W. xpezevich S 10. STORM PANELS SHALL BE 0.063" HICK 3p114 -H34 ALUMINUM ALLOY WITH A MIN. 1/4 -20 MACHINE SCREW 2" 2" MIN. Fye25.0 KSI OR 4052 -H32 ALUMWUM ALLOY WITH A MIN. Fy.23.0 KSL WITH 7/16° HEX HEAD �� MAT90AL: ZANWC 3 ALLOY WITH MAX. t 11• ALL EXTRUSIONS SHALL ppBggE 6063 ALUMINUM ALLOY. U.O.N. WASHERED WING NUT KEYHOLE WASHER 'P' TRACK STUD ANGLE BUB.D4=ANGLE A T&D WA STRENGTH L F 60 vU 0 NED OR STAINLESS STEEL WITH ® A L SI Q� 1� LCLEE� AEI L "IZEE @ QS . _ $ 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. A 7 •€ WIDTH UNLIMITED WIDTH UNLIMITED kbbb (PERPENDICULAR TO PANEL SPAN) APPROVED HEADER (PERPENDICULAR TO PANEL SPAN) PANELS MAY g BE MOUNTED HORIZONTALLY 4 W W 1 W 1 d a rl�oo�cr E E 9 w �lb4+1r8M9firli X 14.06 -o o o ° /7- °i 04!10!2007 a TYP - APPROVED SILL TYP. ELEVATION 07-309 sheet 1 of 5 V FORM NmQ CSCDIUYECfIONTYPE EMBED. REFERENCE ANCHOR CI CDIJl 1'WpI TYPE 1C do ERENCE AN SCHEDULE FOR MAX. REFERENCE ANCHOR EDULE FOR MAX. SPACING SCHEDULE FOR MAX. Z EXISTING CONCRETE, CING E SPACING c HOLLOW BLOCK OR W ,25•• H 4 EXISTING CONCRETE, D GE S . EXISTING CONCR TE, o FRAMING. SEE ANCHOMAX. HOLLOW BLOCK OR WOOD m H FF AMMINGBSEE ANCHOR ODug SCHED. BASED ON TYFRAMING. SEE ANCHOR E 0 (TYP. & SCHED. BASED ON TYPE " OF STRUC. (TYP. TOP SCHED. BASED ON TYPE w 25" OF STRUC. T O. g BOTTOM) OF STRUC. (TYP. TOP & �... t- BOTTOM) MAX. BOTTOM) f0 6 R c E 7 0: p F W X > j w= X D 3 = p = W V FOR MIN. X= a T r EXIS4!2 E N �{ m N SEP. EXISTIN L H = $ w to 4 Z GLAZING FROM w w � N q Z 11 3i O a GLASS y a Z 2t' u B • N • jN 1 JQ 4o, Q q � Cl CDNNECRONTWE 25' REFERENCE ANCHO11 SCHEDULE FOR MA1 B 1 w 0' MAX. SPACING l w DGE IST C5CDmcIlONTm CICON MB OD ''" MAX. REFERENCE ANCHOR REFERENCE ANCHOR r SCHEDULE FOR MAX. SP EO U E FOR MAX. H •9: il O WALL�MOUNT oF�C710N O TRAP MOUNT SECTION C WALL Iy�0U1VT SECTION o , t_V EMBED. C40D1 C110Mrim EXISTING CONCRETE, EMBED• 0300I�K3MTVE HOLLOW BLOCK OR W000 ,% REFERENCE ANCHOR FRAMING. SEE ANCHOR SCHEDULE FOR HED SC FOR MAX. SCHED. BASED ON TYPE J W. EXISTING CONCRETE, 6 SPACING OF STRUC. (TYP. TOP & SPACING Knezewch HOLLOW BLOCK 0 WOOD .25` BOTTOM) 0. 0. �� t� FRAMING. SEE ANCHOR MAX. SCHED BASED ON TYPE SO STRUT CI'YP. TOP & w F 3/ °� I REFERENCE A ODNNECFION R A SCHEDULE FOR MAX. SPACING S, TABLE 2 I" j LEG DIRECTIO g EXISTIN FO5gp N. Y 0 W EXISTING GLAZING FROM w GLAZING GLASS 13, Z ;q OIL E -,N tt 8 FRODDCYB E Q 1 awwiNM#Iwlbr ITYM .g REFE ANC OH R y 11 g REFERENC ANC n y Aaaptswm.6 D 06. SCH ULE FOR MAX. SCHEDULE FOR MAX. w SPACING a t SPACING L p 12 °1 ' 04/70/2007 25" tZ MAX. ( ASNO i 7En O eUiuo-ouT MOUNT SEM0N Q ALT. BURS o f MOUNT HgM 07 309 "et _ et - sh et2 of 5 FASTENER @ 12" O.C. FOR OR P 12" O.C. FOR `D DESIGN LESS THAN DESIGN LOADS LESS THAN OR EQUAL AI TO TO 110 P.S.F. 8 (qD R EQUAL TO 110 P.S.F. & (� $ MAX 8" O.C. FOR DESIGN LOADS 8" O.C. FOR DESIGN LOADS fig o GREATER THAN 110 P.S.F. EXISTING CONCRETE, GREATER THAN 110 P.S.F. g (SEE ANCHOR SCHED ANCHOR S FOR . FOR HOLLOW BLOCK OR (SEE R CHED. '' ALUMINUM ALLOY ANGLE ANY ACCEPTABLE ANCHORi WOOD FRAMING, TYp. ANY ACCEPTABLE ANCHOR)" MAX. MAX. ( - CLOSURE PIECE 1" x 2" x EMBED. OPTIONAL LEG DIRECTION MAX. 0.125" MIN. TO 2" x 5" x 0.125" MAX. A 2O0 1 P 2 a z MAX. EXISTING CONCRETE, ALUMINUM ALLOY ANGLE EXISTING CONCRETE. HOLLOW HOLLOW BLOCK OR EMBED. CLOSURE PIECE 1" x 2" x BLOCK OR WOOD FRAMING, TYP, c WOOD FRAMING, TYP. 0.125" MIN. TO 2" x 5" x 0.125" MAX. O BUILD -OUT MOUNT C105URE SEC110N O TRAP MOUNT CLOSURE SECTION WALL MO � UNT CLOSURE SECTION � F SCAZ�2x - V G : t- e _ o H a 1 — Oa EXISTING WINDOW ~ EXISTING BAY WINDOW 20 GAGE STEEL BENT I L g, PLATE OR 2" x 2" x 1/8" 20 GAGE STEEL BENT '�g q r 2 1 EXISTING 6063 -T6 ALUM. ALLOY PLATE OR 2" x 2" x 1/8" O�SI; BENT PLATE 6063 -T6 ALUM. ALLOY b Y WINDOW BENT PLATE y v 1/4 -20 STAINLESS . .5 STEEL BOLT Ii WING - NUT 24" O.C. (TYPa 1 " 1/4-20 STAINLESS 1" g 1/4 -20 STAINLESS OVERLAP STEEL BOLT &WING- OVERLAP STEEL BOLT a WING- „ MA NUT CAP 24" O.C. (TYPJ "MAX NUT Co 24" O.C. (TYP.} c o OMC1IAL CORNER CLOSURE PLAN O T1I�CAL CORNER CLOSURE PLAN TYPICAL CORNER CLOSURE PLAN 1 -1 . 42 * .1 - K B L +1 -Ti' a L O -_ 1•- . J I 0.11mn® NesKGO71 %7 n a A 7 ds m N o ./ BBWa" 07 �3Q9 s eet 3 of 5 M • ANCHOR SCHED MAMM SPMMG MOCHM MMM MRVMMM WSM LCADSMM VMS off � ^ A' MMM=MMM=MMM=MMM= ^ - 7� \U1l1UURl \jtiUli\i1UC. mlmmmmomoo Bummm©moommmmmm ©0 ®mm ©Q ®' mmmmnmmm©©mmm©© _ Emmmmommoo nmoonnommmummmmo©mmDun � immmmmummm© ©mmm© a m000m000nnommD©©mmmummmnoDmmo ©D m3moomiummm© ©mmm©© �Emmmmo -mmm©©mmn©mmmm©©mmaQOmmo ©D Emmmmo©mmmo© • m3mmo©©mmD©©mmunummD©Dmmmon BUD '� :` <.rf �mmQ�© © mmm© ©mmm©© • ; ti ';'. �11111fU111i16 > ' mo ©D • < Emmmm©a©©o© ©ii, , . /40M, Immmmmmounnomlr7 ©L� �` ; f� r � a�a mmm% /. %D©© %0U %/. %% - ` Emmmm00 ©Omm mmmm ©Dmmm ©© :1 „1 111111111F �mmmOOmmm © ©mm��© 7��1,au»U1WUpiiiuil= EMmmmo • m mo©ommil ommmommmm©omm© ©D ti.1111t1f111t1t» Immmm©Dmmov ©Q]D ©� /© TI osmmm©ommD©mo©ommmommmo©Dmm© ©D L�mmm © ©mo ©i ©mo ©i© .” EMmm0©DmD© %Omo©%Ummm©©mm0©Dmm© ©D '13mm©©Dmm© 'ammo %DmDD %Dm © ©%g • _dl;. r .•,rear, �L� ©0 ®m© ©D it EMO©MO©MUDMUMB© � © © © © ©� ©OD ©� mmm ® ©mm0 / //0 Q� ©�© _ � ... •1I3 —( mmm' / /.flDD ©�� © ©%% %mmm ©DDE7 ©�. ©DD ©�© ,.; . 1 - . y,.� : •„ ADD© %� © © %� % %L'! © % % %DE7D %D © © ©� © © © © %© t:,ll: � ..:...,la ADD%%'//. D © / / % % % © © % % %D © © %DD © ©' / / /.0 © © © %© " ' - I. D�mmmOmmmm00mmD ©ommmmmmmm ©mmmm0[� - - ,f'�f EMmmm©mmmo©ommoii©mmmommmm©mmmoo© L wimmm© mmom©ounwommm©mmounumouna <� EMmmm©OmDUNDOOMMU ©mm© ©D t ®DD % ©mE7D % ©mOD % ©mm0 © ©mmD ©OmmO ©o - - O %© L�mmmODDDO % ®DD ©% ©mmm ®oE7� ©1 ©OL�Ei' %L7 '. . 7'�11UN \Rl1 \11H1 11 11 5 111 7 �i` mmm ©DD © % © ©�ii © ® ® ©i�IDOD�00 © ©i,© I I - I - • L�� ii ii immmoommm © ©mmoc� �y.�. „ •I ��.,�.,�� ;..ammo. ©DD ©... ©000© �fililfll r�mmmoommm © ©mmaommmommmm ©ommo ®v IEMmmmot7mMU WI,©mD©'MUMMonommonamoomn •.�r mmm ®omo ©omo ®ommmDOmmo ©mo ©© % MMUDIUmB® ©m0©% ©mmm©DmBUMB D© © o 'bra T MINIMUM STORM PANEL SEPARATION FROM GLASS T TA1aE t NOTES: STORM AN S CHEDULE UM o A MINIMUM SEP. MINIMUM SEP. A Zt+ w FOR ALL S POSITIVE MAXIMUM I NS NSTA�LLATI t. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE B ! DESIGN LOAD STORM PANEL LESS THAN 30' GREATER THAN AND NEGATIVE LOADS. L E iWl (PS.F.) SPAN {PT -IN) ABOVE GRADE 30• ABOVE E ALL MOUNTING ONCHES! GRADE UNCHES 2. FOR DESIGN LOADS BETWEEN TABULATED DESIGN LOAD CONDITIONS 2 30.00 1.-0.. 3" V. VALUES. USE NEXT HIGHER LOAD OR LINEAR t W (P.S.F.) INTERPOLATION MAY BE USED TO DETERMINE 30.00 T' - 0" 3" 1 -1/4" ALLOWABLE SPANS. ! MAX. (FT-IN) 9 30.00 9' - 0'• 3" 1 -1 /Y• 73.00 a.-e- U v � 30.00 10' - 0" 3" 1 -7/8" 75.00 8' 50.00 5' - 0'• X. 1 -1 /8" T 2 NOTE: 60.00 8' - 0" O 01( " 50.00 7'-0" S. 1 -3/8 85.00 7' - 6'• C dddfff,§ 1. ENTgR AB E 2 WI•�•�{ P SITIVE DESIGN L%D 90.00 7 1•• C1 r � 50.00 9' -0.1 3" 1 -7/8" TO NNE MINIMtIiM STORM SHUT TER \ � 50.00 10' - 0 SE AA FROM- GLSSSS555 95.00 6' - r. iS A 70.00 S.-O.. 3" 1 -1/8 " T. 2 -3/8'• 100.00 6'-4" " 105.00 6' - 1'• 70.00 7'-0" 3•• 1 -1/2" 70.00 11-01. 3•' 2 -1/4" 110.00 5.-9 3 70.00 10' - 0" 3•' 3" 115.00 cS 90.00 S' - 0" 3•• 1 -1 /81• 120.00 s 5• - 1" 90.00 6' - 0" 3" 1 -3/8" 125.00 y 90.00 7 3" 1 -1/2" 130.00 S.-O. J Knezevlch 120.00 5 3" 1 -1/4" 135.00 S.-O. ftk-k- el $ 120.00 5' - 6" 3" 1 -1/4" 140.00 S RUame NOSPEOD1t961 ?S 145.00 S' - 0" 150.00 51-0- .g 160.00 4'-9" • 170.00 4' - 5" 2 180.00 4' - 2" a 190.00 4• - 0•' 200.00 3'- 9•' MtDDtXTXKVN'p AFITT °��i wwI111M1Mldt E F b��Z E TTIT 07 sheet 5 of S I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 103261 Permit Number: RC -12 -08 -2230 Scheduled Inspection Date: September 08, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms 40 Inspector Comments Passed Failed oz Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cen+emher nd 7nna For Inspections please call: (305)762 -4949 D 4 of 7d 3 i Miami shores Village NINE ,,,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ,FOR +�� Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: Job Name: 2009 Page 1 of 1 �� ui ding Criti ue Sheet ae..•clu ear 0r.4 O 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 . M iami shores Villa note. few ,.... , Building Departme 10050 N.E.2nd Avenue Miami Shores, Florida 33138 I^��, Tel: (305) 795.2204 Fax: (305) 756.8972 Permit N®. Job Name: s 2009 Page 1 of 1 ui cling Crib ue Sheet 1 r `G/ e-r Ci I ice, �f yit. �O ! `n -,F ae Plan review is not complete, when all items above are review. If any sheets are voided, remove them from the plans - T" include one set of voided sheets in the re- submittal dry Norman Bruhn CB® 305- 795 -2204 ` `� 2 9 2�G9 wr„ `M Miami Shores Village g B Y, �- Building Department ' " "' F�oR�pp° 10050 N.E. 2n Avenue, Miami Shores, Fl 33138 Tel: 305- 795 -2204 a Fax: 305- 756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by (name of owner /agent) to perform Special Inspector services under the Florida Building Code at the project (address) Z i V e— , Miami Shores, as of j 2 - ®9 (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. Z NUMBER: e - -�Z?j6 al Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 3S Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ ecial 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 anuly • The following individuals(s) employed by this firm or me are authorized to perform inspections. 3. 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient locatioti on th4,s" fol • reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by i . •.... must be performed by Miami Shores. The building inspections must be called for all mandatory inspec 'o addition the Special Inspector hired by the Owner are d • t t to the mandatory inspections performed by th hores e B � tine • • • Further, upon completion of the work under each Building Permit, I will submit to the Miami S Bull " "' • before the final inspection the completed inspection log form and a sealed statement indicating that, tc the ow e p • • belief and professional judgment those portions of the project outlined above meet the intent of the Florida R e • • • substantial accordance with the approved plans. iR Engineer /Archi ct lo, Name •• (Pril,t) • Signed Sealed Address _ 3SZj 6t) OP2 ; Date: Phone No.. _ ® 3® S'�6 Florida License No: ,. This Instru Tent Prdpared 11 r 25 Name M ' Address -p 147m) WAMW now a r a Permit No. Tax Folic No. ?? NOTICE OF COMMENCEMENT now - STATE OF L.� COUNTY OF ! c'i `' 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. "Im <C — 1. Description of property: (legal descripti n of property a d street address if availabt 3. _ 9� N CZ 6 v�, r� tam► lr es { , a • 2. General de crtptt a l K on of impr vement: ��- � >�S `� a5 6 on OT Q rooms 0062 S-n ... r- e. 3 . Owner information r �p� �,� `,, �, ®lt Is ,,o ,,,, p a. Name and address: r I[d )a �N = b. Interest in property: 6LA3 Mk-y' —2,4 Cr. U. c. Name and address of fee simple titleholder (if other than owner): Wa O Cc tt- a 4. Contractor. w a. Name and address: H4, )CM �tt -1 l.6 6� �9C�V1 Gt' C" 4 --r b. Phone number. 6 Q %A A a �y � = 5. Surety ` f / e-r a. Name and address: I� w ce b. Amount of bond $ c� � C LD c. Phone number. N0:0W 6. Lender IV . > C& a. Name and address: ta. `Z °A s.'s 04 � ...i b. Phone number: Cc: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: i J a. Name and address: la b. Phone number: 6. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: _ i a. Name and address: d 1 /a• 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. ®:X� < m m Signature o n s uthorized OM r /Directo M O Partner /Mane er q e 4 !T 0-n g M Ya. r 6 a, ri �✓� � Q Signatory's Title/ ffice :Fi; ng Instrument was acknowledged before me thi d of ear) by (name of person) as' __ (type of authority, ...e.g. officer, trustee, attorney in fact) for _(name of party on ` behalf of whom instrument was executed), aA • NOTARY PUBLIO STA1'E Ok F`LOItIDA ® ° ° ° "'•a� (;1 11(� V N MI 06 Sign ure of Notary P le- State of Florida ® a c{;(IIriIIILgdon #DDT17923 Print, Type, or Stamp Commissioned Name of Notary Public Expires; SEP. 23, 2011 Commission Number °,rrn° °° `'+ B=ING C I 0-,RC. M BUNDI>DTHRIIATLA Personally Known _ or Produced Identification tall c� Verification Pursuant to Section 92.526, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated to i re a to the best of my �W c, knowledge and belief. Signature of NwEural Person Slaping Above - Miami -Dade My Home Page 1 of 2 My Home WAL IV -� ®. ► Show Me: Property Information Search By: Select item Text only Property Appraiser Tax Estimator P ortability S.O.H Calculator tt4TN � g Summary Details: olio No.: 11- 3206-014 -0910 ro 9322 NE 6 AVE ailing OMAR 0 SOLIS &W ddress: MARIANELLA B 9322 NE 6 AVE MIAMI 9" S HORES FL 14 93Ro s1' 4 ' 33138 -2837 Property Information: ? , rimaryZone: 1000 SINGLE FAMILY - ESIDENCE LUC: 001 RESIDENTIAL- �. INGLE FAMILY eds/Baths: /2 loons: 1 "` iving Units: 1 d' Sq Footage: 009 of Size: 13,414 SQ FT Digital Orthophotography - 2007 0 113 ft ear Buift: 1938 M IAMI SHORES SEC 2 egal B 10 -37 LOTS 1 & 2 ascription: LK 56 LOT SIZE 104.800 X 128 OR My Home I P Information I Property Taxes 16053 -1314 0993 1 1 My Neighborhood I Property Appraiser Sale Information: Home I Using Our Site I About I Phone Directory I Privacy I Disclaim ale OJR: 16053 -1314 ale Date: !1993 ale Amount: 1$105,000 Assessment Information: If you experience technical difficulties with the Property Information application, ear 2008 2007 or wish to send us your comments, questions or suggestions and Value: $416,096 $438,051 please email us at Webmaster uilding Value: $214,200 214,200 arket Value: $630,296 652,251 ssessed Value: $150,238 145,863 Web Site © 2002 Miami -Dade County. Exemption Information: All rights reserved. W ear: 1 2008 2007 JU omes $25,000 $25,000 nd H omestead: YES NO Taxable Value Information: ear: 2008 2007 Miami -made My Home Page 2 of 2 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $25,000/ $100,238 $120,863 County. $50,000/ $25,000/ $100,238 $120,863 $50,000/ $25,000/ $100,238 $120,863 School Board: $25,000/ $25,000/ $125,238 $120,863 Additional Information: lick here to see more information for this e . ommunity Development District mmunity Redevelopment Area Empowerment Zone Enterprise Zone Land Use roan Development Boundary oning Non -Ad Valorem Assessments - _.___ -. _ t1'r111rnC1m c2m7am�PlalaP nnvlmvl�nmolro.r.....w. w. nn,. 1 /11n /'inn0 VILLAGE OF MIAMI SHORES OWNER P BUILDER DISCLOSURE STATEMENT NAME: _ _I.YI ate l !o Sb t l s DATE: 12 ✓0 0 ADDRESS: 93, l E; G Ave., � r�rn / Sh�r�s -F j 325,3 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale -or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violdtion of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial tr p ctr� r 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this SO day of 2 20 Q By lE�� `•, who was personally known to me or who has Produced there License or �K Z �� as iden 'fication. OWNER N T QAM L GOWR •`�: Notary Public - state of Flo z t AY Comrtrission Expires Apr 9. 2010 yam, �t;.;t ��' Conunlssion # DD 53UM meted ey Nations( Notary fin. Miami Shores Villa .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 9 - 7- 2, 30 Job Name ,S o li s Date 1/6 / STRUCTURAL CRITIQUE SHEET el-v y2 d'e Wet Y ee— t1 f5 -f. Oh &/P hole ^I 4A .sW4e /17 � IhC yeiYPf' -4 rt•n F' C 4 C Gg �. s e c i �y b al. y» e c! �e n c� 3/W d //-j& 9C1 5�-- ? l3 • Ga Q�/ J'7Y!! O� Qt lJW'r! 1 try i S I in . e $ (cx-s sha w n o -k% Ae . hA4 SG2y Lc gal 14 1 Ut'ty tv 14.2 l t/ ws �d /pro fe r feat, a OA'r&Ve' d sk l-Ac r-s . /r/v /e . 7. =1 Miami Shores Village Building Department 10050 -NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; DATE: 09, I, 6uhne114 SOLI ❑ Contractor Owner ❑ Architect ±up 2 sets of plans and (other Aida 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: v RESUBMITTED DATE: a9 PERMIT CLEARK INITIAL: Imo/ A Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 08 -2230 Job Name: January 7, 2008 Page 1 of 1 Building Critique Sheet 1 rovide receipt from Miami Dade planning and Zoning for impact fees. Off 0orrections for structi.iral must be completed 3r ovide permit applications or mechanic lumbing an roofing. Sheet A -2 must be signed The plans reference the non -high velocity building code in several areas. Remove al� references to the non -high velocity code. The energy calculations provided are method A whole building but the calculations are for the addition only. Method A must be used and the whole building must be calculated. The calculations are incomplete; all information in header must be completed including Builder, Permitting Office, and Jurisdiction #. Transverse'bars are required in WF -24, foundations with 3 or more bars requires cross tIT90 bars to hold steel in place. he stairs show a foundation under them but it is not labeled. ovide a statement of masonry design,--' o ` �YAXA special inspector form is required for the masonry. Provide truss engineering plans that have been reviewed and approved by the designer of O V record.v- 12) Provide details of floor and roof truss attachment to structure and include size and S e�' ber of fasteners. � * C Dam rovide the design wind load on the east elevation lower window C. V 4,1 Provide a detail showing the rough opening dimensions, supporting framework (bucks), chment and water proofing. } roduct approvals are required for all exterior openings. The product approvals must be reviewed and signed approved by the designer of record. d 17 A high velocity.roofing application is required. Provide an interior non - bearing wail detail. pplpp', 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. OS Job Name Date 1 6 j0 STRUCTURAL CRITIQUE SHEET -Wlheee we IV ZS jh4lco "Oft of fK4 1 C O -Pt 4-A A. ,/ 11 e 22 d -O �� a y ' �' �� ®` Op ,Grp s, ' t �..... . Miami Shores Village :; •� �� t 1 0050 N. E. 2nd Avenue .:...:...:....... S, awx t,ka .: Mi ami Shores, ! FL 33138 ��. >:.. •'''' ,::�� : >: >: :::: :::# ::::: :<::>:>::::> �::>::::<::<: ><::: >: >: P G Phone: ne. ( p.. � tz v -- Expiratio 08 Project Address Parcel Number Applicant ........ ..•... ..... ..., .. ,. ... _..._ ......... ...... . ............................,,. ....,..... .... 9322 6 Street 1132060140910 Miami Shores, FL 33138 Block: Lot: MARIANELLASOLIS . nom ......... ......... :.� : G ::x .•.< v,•. ............ .... .nom'.•.• rt� J`$ e ............... v' S.• �'• e. h06•,.<. JJ..«.< v.• ...•.•.• .y.•.•.•r:•J.3?�•d:�..i:•J, «�.• ... Owner Information Address Phone Cell M 9322 NE 6 AVE MIAMI SHORES FL 33138 -2837 J.J.... <•: ..•.... <n.....•..J..•...•< ......•.J ................. .... .•.•.•...•.vim.•.•.•.•.•.. <•3.�:nnn .. •'.•.•.•.•.•.•.•..J....J. J Y.: •'.• J. {.: k..<•�. •.<�.'•`..'.. ........•...•..•.•. < > . ?. q•:•: 2• X: g u.:. .............. a•: p l:. ,: :ii........................ Contractor(s) Phone Cell Phone Valuation _..., ..... $:60,0 HOMEOWNER .............................................. ............................... ................................................... ............................... I Total Sq Feet: 1058 '•• Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Final Building Date Denied: Second Floor Slab Type of Construction: TWO STORY ADDITION Occupancy: Single Family Second Floor Tie Bond Beam Stories: 2 Exterior: Final PE Certification Front Setback: 25' Rear Setback: 45'.8" Shutter Final Left Setback: 15' Right Setback: 16'.3" Tie Beam Bond Beam Bedrooms: 4 Bathrooms: 4 Window Door Attachment Plans Submitted: Yes Certificate Status: Slab Certificate Date: Additional Info: Termite Letter Bond Return: Classification: Residential Framing Insulation Fees Due Amount Invoice # Total Amt Paid Amt Due Floor Trusses Bond Type - Owners Bond $304.00 Drywall Screw CCF $M RC - 149 - 33618 $ 2,560.58 $ 2,560.58 $ 0,00 Trusses Plan Submittal CO /CC Fee $150.00 Check #: 112 Bond #: 1818 Roof Sheathing DBPR Surcharge $5.29 Spot Survey Education Surcharge $12.00 Wall Sheathing Permit Fee - Additions/Alterations $1,800.00 Shutter Attachment Plan Review Fee (Engineer) $60.00 Rake Beam Plan Review Fee (Engineer) $60.00 Footing Plan Review Fee (Engineer) $60.00 Window and Door Buck Radon Surcharge $5.29 Roof Trusses Scanning Fee $27.00 Density Technology Fee $45 Fill Cells Columns Total: $2,560.58 Wire Lathe Stem Wall Footer NOC In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. February 24, 2009 Authorized Signature: Owner / Applicant / Contractor 1 Agent Date Building Department Copy February 24, 2009 1 i y MIAMI•DWE D L _ _ ® FZ3 1 1 200 " mimo -DDADE FLAGLER BUII..DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 0 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION B y __ MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) izC '"o _ w" bufld�nh— nfte.com Pino's Window Corporation 6860 NW 75 St Medley, FL 33166 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. D ESCRIPTION: Series 300 Aluminum Horizontal Sliding Window APPROVAL DOCUNJENT: Drawing No. W0047, titled "Series 300 Aluminum Horizontal Sliding Window" Sheets 1 through 6 of 6, dated 10 /27/00 with last revision °B" on 03/23/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 RA'T'ING: None 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 Bled 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 he available, fqr iropection at the job site at the request of the Building Official. %This N1SA'so'vi$e*4d pe$tews NOA# 00- 1107.02 consists of this page 1 and evidence pages E -1, and E-2, as well .%,s- ap�r®v1 &&nterlUend9ned above. The submi was reviewed by Jaime D. Gascon, P.E. rdtW E PLY NOA No 05- 1222.04 • • Dr u $ ": S TH Expiration Date: January 04, 2011 • . 0(p WITH DA A vat Date: Apri120; 2006 Page 1 424 68ai0D1Q�aS NW 82 A VENUE 1, FL 3312e ••• • = ,.? •i� i� �� 7� g TEL ( F FAX ( 3W W4_0M 1 Pino's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W00 -47, titled "Series 300 Aluminum Horizontal Sliding Window," dated 10/27/00 with last revision °B" on 03/23/06, Sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report 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 4j Forced Entry Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a three OXO specimens of aluminum horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2812, dated 10/16/00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00- 1107.02" 2. Test report 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) Forced Entry Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a one XO specimen of aluminum horizontal sliding window (w/DSB glass), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2733, dated 09/15/00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00- 1107.02" 3. Test report 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) Forced Entry Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a one XO specimen of aluminum horizontal sliding window (w/ 3/16" glass), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2750, dated 10/4/00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00- 1107.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by Al- Farooq Corporation, dated 12/13/05, signed and sealed by Humayoun Farooq, P.E. .. Complies with ASTM E 1300 -02 • ....... Jaime D. Gascon, PX. Chief, Product Control Division • • 0:0 • • • • 0 ' NOA No 05- 1222.04 • • Expiration Date: January 04, 2011 • • • : • Approval Date: April 20, 2006 E -1 .... ......: . . . . . . . . . . . 0 . Pino's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated 11/7/00, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 00- 1107.02" 2. Statement letter of no financial interest, dated 11/7!00, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 00- 1107.02" G. OTHER 1. Notice of Acceptance No 00- 1107.02, issued to Pino's Windows Corporation, for Aluminum Horizontal Sliding Window, dated 01 /04 /01 and expiring on 01/04/06. .. ... . . • . . •• • ......... . • .. ... .. . .... Jaime D. Gaston, P,E. Chief, Product Control Division •• ••• o r ••• NOANo05- 1222.04 • • ; • • • • Expiration Date: January 04, 2011 • • • • • • : • • : • : Approval Date: April 20, 2006 E -2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • WINDOW WIDTH WINDOW WIDTH • • • • • ' ' �'T 1/4' 27 1/2 27 1/2' �izt t� J • • • • • : • • VENT WM VENT WIDTH VIM WIDTH 7., �r p N 0000 • 0090 • 34 1 /8` G MTG. STILE ENDS 24 1 /B 0 MTG. 2 STILE ENDS 24 1/8- t+ 13 N O ANCHORS • • • APP urr' • W OL OPG. AT 4 O.C. TYP. D.L. OPG. ,S NAX. AT 4 O.C. TYP. D.L. OPG. - d a PW, • • • • MAY BE u�q • A S' MAX. TYP. A AT HFAD AT HEAD/SILL ( � Y • • • • AT NFAD /SILL a • . • ' • • • come RS CORNERS O 4 I g ' t i it i 4 u u ❑ it ii Ql a m • • • • • • • • W • C , T - - - -- It - - �r - -- - ti -- _m n • • II II It II I� II II It s • • • • • W • b • • — — y'4 - - - 0000 • • • • is c� n go x t i � i i N S j m n 4 � ,I I 4 t� i II a ;I Ii z 2 MAX. m 15 MAX. B 34 1/8- m Y3 B AT 3' ALL x �o AT HEAD & SILL DA. OPG. �S W S3 r r7 $� a c� D.L. OPG. `a < Z ti ti 2i Sul #z TYPICAL ELEVATION 0 2 c $ ) TESTED UNITS a g 0 SERIES -300 ALUM HORIZ SLIDING WINDO�P DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. c APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZ. ROLLING WITH OTHER • MIAMI -DADE COUNTY APPR'D WINDOWS USING MWMI -DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • g a „ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a m REQUIREMEMS OF THE 2004 FLORIDA BUILDING CODE EDITION (REVISED 2005) MONOUMC GLASS INCLUDING HIGH VELOCTY HLIWlICANE ZONE (H*o NON IMPACT �QT WOOD BUCKS BY WHOM MUST BE ANCHORED PROPERLY TO TRANSFER T LOADS TO THE STRUCTURE E> OR wa N E NSTALIAT]ON OF THIS PRODUCT N THE t1VHZ AfEFA REQUIRES THE gR67C�1Ug�F5 , ANCHORS SWILL BE AS LUSTED, SPACED AS SHOWN ON DETAILS. ANCHORS USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES FLA. HP 538 App•v edssea i�Wlgt�• ° EIMMENf TO BASE MATERIAL SWILL. BE BEYOND WALL DRESSING OR STUCOD. COMPLYING WITH HVHZ REQUIREMENTS. GAIN �p ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS P�etlatt ARE NOT PART' OF THIS APPROVAL O drawing no. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF W00 -47 2 4M WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED.` 1~ 1 of 6 • DBB IGN•TAAp CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) V • • • • SID. Fit 1A R.D. FIX. MTG. RAIL ADHESK H.D. FM MM. RAIL • • .. e 7tTNIK1w Sit ' � I/8 GLO nr WL GLM 1/4' ANN. G= BEDtBNG rbmPOUND wnwoe DIUS. A 3/16" AWN. MM 1 /4' Exit. OLA>nR Z � • HIM• ocr1+3 and -) Exrd +) atrt -) Exr.( +) 9tr.( -) ROLL FORUM Aunt wm mmff acrd +) INT.t -) E1,C( +) and -) • • 2 • 4 65. 850 125.0 65,0 1870 GLAZING BFAD 72" 8/7 62.0 125.0 62.0 1584 O 0 • • • • • 38 4 65.0 784 650 125.0 650 167.0 s4 8/8 62.0 123.6 82.0 133.0 �j N 4B' • • WA 125.0 650 167.0 3/ DSS CLASS N. 98' 24' 10/8 62,0 107.8 62.0 142.9 .� • • • • 60• 65 .01 4rq� 650 12&0 850 1soA g 1 /a' awo Gass loft" (a) 11/6 6zA 2 62.0 137s p • . • • 72" 40 65.0 650 1200 65.0 120.0 y 111 11/8 62.0 98.5 82.0 133.3 • • 24 • • BS.® 784 650 125.0 65.0 167.0 d' 72" 8/7 62,0 943 62.0 109.4 0 n • • • : 38" �• 4 65.0 7 11 650 1250 650 142.2 I. 84' 8/8 620 82.7 62.0 92.6 V 48 (3) 8 8 &! •7E.• 65.0 1250 680 142.2 96' ( 10/8 620 713 620 92.9 (� • • • • • 60" • • 650 10&5 $5A 112.9 108 11/8 61.1 61.1 620 80.1 O n O • • 7r • • •e 54.5 545 85.0 88.9 6 &O 8.9 t 1 t' 11/8 58.8 5&8 62.0 77.3 R • 24" 4 650 125.0 850 167.0 7r 8/7 620 70.4 62.0 83.7 36" • • • 4 61.0 61.00 65.0 104.4 65.0 112.3 84' 6/8 620 62.9 620 71.0 48' • • 8 46.4 48.4 68.0 76.3 650 1019 GLAZING DETAIL• g5' ( 10/8 55.1 55.1 62.0 68.9 60" 8 - - 650 67.8 650 67.3 108' 11/e 50.7 50.7 620 1 82.9 O 72" 8 - - 639 63.8 650 72.7 111' 11 498 498 61.3 613 24"• - - - - - - - 72" 8/7 49.1 49.1 61.3 61.3 Z Z 38" 4 39.2 392 61.3 613 650 77.7 Be 8/8 47.1 47.1 570 57.0 O 48 (5) 6 - - 46.8 46A 619 619 96" w 10/8 445 449 63.7 53.7 z 9 80' 6 - - 41.4 41.4 532 532 108" 11/8 412 412 49.9 49.9 = O 7r 6 - - 41.2 412 50.7 50.7 111' 11/8 40.3 403 48.8 48.8 V1 0. 0. 19 -1 /9 4 6 &0 784 650 12&0 8 &0 167.0 74• 8/7 62.0 125.0 620 167.0 26-11r 4 8 &0 78.4 65.0 125.0 850 20" 106 -1/4" 28• 11/8 1 850 620 125.8 3Y ( 2 2 4 65.0 78.4 850 725,0 650 167.0 111• (a) 11/8 819 620 121.3 6 6 5.0 784 OA 1258 650 165.6 74" 35 -3/8' 8/7 86.3 820 100.1 74" 6 64.9 649 654 109.0 65.0 109.0 106 -1 /4" 11/8 608 62.0 780 As 19 -7/8' 4 65.0 AL4 650 125.0 650 167.0 111" (3) 11/8 57.1 82.0 73.7 $ Z 3 26 -1/2' 4 65.0 7&4 88.0 125,0 /7 65.0 167.0 8 84.5 820 77.3 i4 7a• 37' 38 - 3/8" 4 6 &0 76.9 6 &0 12 &0 BSA 1309 108 t/4" SIB ItfB 4& 4&7 60.2 60.2 O o (3) ( - Z m 1 �� 53 -1/8' 6 84.4 84.4 65.8 110.3 850 7259 111' 11 /8 47.1 47.7 58.2 88.2 � a m � �• 7a" 8 - - s" 82.1 650 82.1 74' 8/7 448 44.5 54.5 54.5 A 19 -1/8' 83• 11/8 392 39.2 47.1 47.1 26-1 /r 4 6 7&4 68.0 1280 650 151.9 111' (5) 11 /8 3&0 380 45A 459 37" -5� 50 4 52.6 529 650 899 654 104.0 53 -1 /B' (4} 8 40.1 40.1 M7 83.7 8 &0 840 A = NO. OF ANCHORS PER HEAD /SILL () - NO. OF ANCHORS PER JAMB 74" 6 - - 579 579 65.0 67.6 c jqg z6-1 /r a 45.4 45.4 64.4 64 65.0 80.5 ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE 52 83 sY a 338 338 9 529 65 87,0 E SILL. (Va+h (Vz� (/� FOR WINDOWS WITH HI-RISE 1 ° 53 -1/e• 3989 4 sso 50.7 50.7 FOR STD. SILL LIMIT EXTERIOR( +) LOADS TO 53.3 PSF 74 3 369 4a9 44.9 SEE SCT. 'B' ON SHEET 3. Ia 8 A = NO. OF ANCHORS PER HEAD & SILL o ° (} = NO. OF ANCHORS PER JAMB �o <m OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 9 e $ Y 1w. ISE STROt.'IUBES FA1 FLA. PE 1 855 7 Ap,Frav bgsl�d9 c 5 G� CAPACITIES ON THIS SHEET ARE BASED ON CAN Daft t roA+r ®s Prbdu ASTM E1300 --02 (3 SEC. GUSTS) WffH REDUCTIONS atts�paaep,;oe>rctCo . CA alel FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION r• droving no. STD. FAG IfTG. RAH, H.D. M VIG. EAU, 2403.2 OF FBC 2004 EDITION. WOO-47 • � � sheet 2 of 8 • • • • METAL STRUCTURES U • • TYPICAe A+proRS (STEEL OR ALUM. 1 18' MIN. TNICK) T..� • • • • SEE EUN. FOR SPACING 1 • • • • WOOO BUCKS STEEL : g = 38 KSI MAN _. • :� 1BY OR 2 BY ALUMINUM : 8083 -T5 MIN. Z n FsSi • • • • .. • .. TYPICAL ANCHORS ELEV. FOR SPACING MIAMI -OADE COUNTY APPRWE.4 z • • e . MULLION & MULLION ANCHORS 0 a • . • .. SEE SEPARATE NOA ° ..... � 12 MIN. R+i ..... W o • • • " WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS °^ 0 * 0 . s MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND ' • I' 1 t • TYPICAL ANCHORS TRANSFER THEM TO THE BUILDING STRUCTURE .� z w .... j .j SEE ELEV. FOR SPACING 0 I I TYPICAL ANCHORS: SEE am FOR SPACING I I 1/a' rAPC° "s Ir IS INTO WOOD STRUCTURES ° I 2' MIN. PENETRATION INTO WOOD z THRU 1BY OR 28Y BUCKS INTO CONC. OR MASONRY v 0 r O I l 1 -1/4 MIN. EMBED INTO CONC, OR MASONRY U Cam, a DIRECTLY INTO CONC. OR MASONRY = m LL W 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY M MIN. CONCRETE fc =3000 psi' m W I MIN. MASONRY BLOCK fc =1500 psi Z I 3 #14 SMS OR SELF DRILLING SCREWS Z I. INTO METAL STRUCTURES (118" MIN. THICKNESS) tL 0 j I• (1/4 MAX. SHIM SPACE) lF10 SMS OR SELF DRILLNG SCREWS Q INTO DADE COUNTY APPROVED MULLIONS § 1 6 (NO SHIM SPACE) Tpt •I I u z t1 SEALANTS: s Wl iV2 ALL FRAME AND PENT CORNERS. INSTALLATION SCREWS AND BOTTOM o Q I " I OF FIXED MEETING RAIL SEALED WITH CLEAR/ALUM COLORED SEALANT. o © I f o1 ( 3 PEEPHOLES: I l°/ I ml 1 \�j Wt = (1 -718 X 5/16 AT4° AND 25 FROM ENDS c o W2 1/4 X 27 AT MIDPOINT OF TRACK W3 = (7/8 X 3/8' AT 3-1/2 FROM EACH END m W3 a w3 SWaURM d symmpTy'YjtOp�rlr g ' -1/4' MIN. TYPICAL —AP-A SEE ELEV. FOR SP M1andV"e716deet TYPICAL ANCHORS 1' MIN. drrndng no. SEE ELTY. FOR SPACING Gr WOO - 47 STANDARD SILT M — RISE SILL �y�p a (uwr T9amm Law; TO +s3.3 PSF on THIS S&L} .BW� 1 `A she8t 3 of 8 3 MINIM MIAMI -DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OF'F'ICE (BCCO) 140 WEST FI AGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildkacodeoNine.com Plaza Door Company, im 6900 AustroVan, Ave. Suite # 3 Mangonia Park, FL SCOPE: This NOA is being issued, under the applicable rules and regulations governing the use of construction materials. The documentation sum 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 (AW). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dank County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assusance 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 acc eptano e, if it is ermined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building cock. 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: Titan Series VII Non Impact Aluminum Sliding Glass Door -N.L APPROVAL DOCUMENT: Drawing No 03- 043R1, titled "Titan Series VII — Non Impact Aluminum Sliding Glass Door", sheets 1 through 6 of 6, prepared by EngCo, Inc., dated 9/12105, signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration slate by the Miami Dade County Product Cool Division. MISSILE IMPACT RATING:. None LABELING: Each unit shall bear a permanent label -with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Prodigy 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, andlor manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or an 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. ADVERTISE BENT: 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. INSIp C'1'�als: li i f this blitire NOA shall be provided to the user by the manuf<ucturer or its distributors and ;NA This'iQO�! gv¢r b d p n at the job site at the request of the Building Official. i�visOS NflA Na! "23.02 and consists of this page 1 and evr page L-1, as well as approval document mentioned above. Teubir�itteddoaitntatioyvas�evivedbJ aiffi�p.as�onX .. •• !i ' ' ' • NOA No 06- 0309.08 • • •,/�� P 'NU 2 — " fExptration Date: June A 2009 ✓ RECD Approval Date: July 13, 2006 3521 NW .. 9 R am Page 1 • • i i ' i� • TEL 0 • • • ••• • • • FAX • • • • • • • • • • Plaza Door Comn_mv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 43- 04381, titled "Titan Seams VII — Non Impact Aluminum Sliding Glass Door", sheets 1 through b of 6, prepared by Ewa, Inc., dated 9/12105, signed and sealed by Pedro De Figoeiredo, 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 FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Viand Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of an aluminum sliding glass door, FV by Husric 8ne Test Laboratory, Inc., Test Report No. HTL- 0171 -0226- 03 dated 2/21- 3/21 /03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA No. 040428.02" C. CALCULATIONS 1. Anchor Calculations, ASTM- E- 1300-98, and structural analysis, prepared by EngCo, Inc., dated 06/09/06, signed and sealed by Pedro De Figueiredo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Budding Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 2. Statement letter of no financial interest, dated 12/15 /03, signed and sealed by Pedro De Figueiredo, P.E. " Submited under NOA No. 04- 0428.02" 3. Statement letter of conformance and no financial interest, dated 04/26/04, signed by Randall W. / Stowell. "Submitted under NOA No. 040428.02" G. OTHER 1. Notice of Acceptance No. 040428.02, issued to Plat. Door Co., Inc. for their Titan Series VII — Non Impact Aluminum Sliding Glass Door, expiring on 06/24/09. ....... . .. .. • ......... .. ... 0 . 0 .... • • • • • .. • ... . Jaime D. aeon, P.E. • • .' : : Chief, Product Control Division V. ' ' - Q309.08 . . . . .. .. . . . . NOA No 06 Expiration Date: June 24, 2009 Approval Date: July 13, 2006 ... . . . . ... . . E . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 5 • • • • • • • • MANUFACTURER: SHEET 1 SF 6 - — � ,u 0 � o� '� � DOOR COMPONWM PLAZA DOOR MOM 0 eF 6 - ll W pol mum -+ -- ~� ~L43 i so C O., INC SAXT 3 of 6 - WT VIEW 6 SQTum NAILS OAS 4 of 6 - DOMINION DETAILS e • • • • • -� !R S AUSTRALIAN AVE is� B - RxEHER T.4T2 DETAIL AND HAR81lARE 8 4 SUITE N3 SHAT 6 of 6 - TARR.E� • MATERIALS 183 l gg gA- R WEST PALM BEACH so*** • • • • • • • • CPDG -Ot�l PHIiNE+t 561) 84P -6852 p� ALLO14 6063 -T6 Ebm NOTES : • • • • • 1- FIVE TRM .RAMS ( MODIFIED PIC -LO) a 9B - cr>AHER ADAPTOR FAXe t 561) 842 -6541 A THIS PST "a l R ALLOYS 6063 -T6 'i 7RIEf��HD }SIGNED IN 183 tPl�- 01.0 WITH fLiBtIRA BU HS COLE RNO4 Ed. INCLUDING ALLOYS 6063 -T6 M HIGH VELOCITY Z01� —7,73 023 0.13 ••• 00 0 0*0000 40 R IHITIG1& 1Z IS AN ALUNINUN SLIDING GRASS OAR- COMER ADAPTOR D�1 NOR IWACT �SISTAFIT. iAt FS1iI6SS MW KI U DUCTI 4ss•]� IN STD CONOL! ,ISiM i PACT RESISTANT CRITERIA) l6LOri 6�1 —T6 . itan S e!Pi @s DOOR .... 3- POSTIH� Lea � II - NON IMPACT 'TITAN VII SfRIES - NOR IMPACT 9- FIVE TRACK HEADER CPDC -93O INDt SLIDING CLASS ALt"INUR SLIDING GLASS DOORS ALLOY 6063 -TG j PLAZA COiPANY. IRO WEST PALM SEAM - FLORIDA DADE CISDITY PR081C3 CONTROL APPROVED I.Bi 025 4- DESIGN LIMM THE DESIGNED LOADS MUST DE CALOILATED BY A �-- 1 L ao R+RpFESSIOBUN. ARCHITECT O N ENGINEER FOR EACH SPECIFIC PROJECT'. THE CALCULATED MIND PRESTON& MUST NOT EXCEED o � � � VED THE ALLOWABLE APPRO PRESSURE. 9- MATERIALS ALL ALUMIH6a1 PARTS TO >E 6063-76 ALLOY AS 4R1 CA 6116 MGM AND SAIXING TO BE AS SPECIFIED ON THIS APPROVAL S- ROTTON RAIL TLANTATION, FL. 33313 TEL W BLVD. 104 P 4- D� IWTEIO.OdC 4R - am REINFORCEMENT TER. � X934) sXXS - 0304 ALLIM 6063-76 ALLOYS 6061 -TG T'- POCKET INTf�L= tPDC- FAX � t850 $53 -0303 . 6- FASTEHERS� ASSEMBLY SCIEYS An ASS SHALL BE AS tP= -= ALLOY, 6063 -T6 SPECIFIED IN THE CwtREIT SET OF DRAWiNa INSTALLATION AND ALLOY, GN3-TB Law AS PER THIS APPROVAL MOM SPACING AND LcAW IRRST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED NY THIS APPROVAL 890 685 L14 7- HEG IT SHALL X THE RE�ISIDILITY Or THE CONTRACT01L -�-^ � 079 ARCHITECT ON ENGINEER LP RECRBTD TB VERIFY THE FOLLOWINOt f 7.1- THE STABILITY OF THE StTRUCIN E WHERE THE PROIX= IS I 0 I TO BE ATTACHED INSIOINI PROPER ANCHORAGE, 7.e- THE SITE SPECIFIC PNLXW CRITERIA. 8 BU RIA. SUCH F NOT OR? LIMITED T0, LOCAL CODE NMOREMENTS, DESIOM PEES ETC. N 7.3- THAT THIS APPROVAL Is ARBUMTE To THE SPECIFIC pq JUN as PROJECT. e1 S- MATERIALS. INCLUDING DIR NOT LIMITED TO STEEL SCREWS. (P= P�2n000 do THAT COME IN CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL gR_ Z REIN. t � HD INTERLtCK HEFT THE R�IIAENINTS OF 9004 F2 SECTION =1 IL 4 �- DOOR Me NAIL STEEL AM A36 ¢�- REItP01RfENENT Ogg (SUPPLEMENT 9000. tPDC_OW ALLOYS 6063-76 ALLOYS 6061 -T6 Data 09/12/05 ALLOY 600-Ts Soots. NA 9- 33 I= INCREASE IN ALLOWABLE LOADS HAVE NM 11EEN USED IN SA DOM TOP RAIL Design lgrl PPMF THE DESIGN IF THE AAA PP FOR THIS PRCO=T AROVAL, CP= -016) HOWEVER, WOOD SC 03 WITH 1.6 INCREASE FOR WIND LOAD 0.37 013 ALL WO 6963 -TG DJMTION HAVE SHEEN USED, 883 Q13 .��. Raristons 010 013 _L__ aea '1 o —I _- -17 Drawing Number DOOR AUDXAM DESID1�iSD PIt838IJA&S La � I � "boom 03-043R1 SEE .SHEET 2 OF 5 FOR PRESSURES 6- XaLASS ADAPITE � ALLOWAIE DESIGNED PRESSURES %SIZES (P=_091) 194 L43 ALLOY. 6063 -T6 OD9 3A— SILL ADAPTOR Sheet 3- FIVE TRKX SILL (P1C -030) ALLOYS 6OWTS 6 NAM, 6063 -T6 1 o f MANUFACTURER: ELEVATIONS & DESIGN RATING PLAZA DOOR .. •. CO., INC *000 • P7 206 L/8• FINISHED vtDttt MAXD604 Biel FD(ISHED VIDTH 1/e• ' 46 1/e• 46 (/B• r x"Mma B• 46 !/B' 46 1/e' 46 1/e' 4a ur S9� AUSTRALIAN AVE s •. s • • • •MAX OLO WA MAX. DLO MAX. DLO NA1G DLO MAX DLO MAX DLO SUITT PALN REACH '. 6• • s FLORIDA, 33402 • SAC�D�ib 6 FOR SPAS � PHONE' ( e4^c-6WI 0000• • FAX ' (362) $4P -6541 MODEU DaUBLE 90• . • •' �, • % % f 4 % AVAILAKE COMP • • • • . 4 s. 4 4 4 6 3 � � % xxw (AS XXXX ROWXT3 SHOW • P . • C; X Ca X 4* x S 5 X -> X " X X COWW AT CAN K Titan Series • • ( . . ' • � NAT INTO r NY • � CDF COMB �INATIOAOt OF MOVABLt PANELS VII - NON IMPACT • • • ,/ t4dt tAat (B). #IXEO PANCLB (ID AMD/O ALUMINUM SLIDING GLASS '7 OF I Mat S A FOR NLUM Engtntst�►gi. SHEET 6 OF 6•-4 SEE 9 f 6 �____„� - ,�- -^-_- Fait A SILL ANCHORS SPACING 6�8• n �� .7i r. CA Otis 6971 V. SUNRISE BLVA. 104 MAX 21B' FY F Y/�1T POCKET PLANTATION, FL. 83318 MA1G 806 1/e' FV - V/ POCKET PLANTATION, 1 •- ALLOWABLE DESONED PRESSURES (Pso TEL,, (954) 1163 -0804 46 1/e' 46 1/B' 46 3/R' 48 wr FAX.' (954) 98S -Q�3 air '� m o nt0 Nnx n e u DLp IIFt k I TM NCHES> 28 1/2 6 tae E B a aF 6 FIGHT 1 46 FOR HEADER SPA& ! It t + + r + e t * - + ! ! MODEL SINGLE 4 AVAILABLE COWIGURATIM0 NOTESy u S -WXJQW 4AS SHO104 !^ 0 ARC IN IMCM S-A4 -MM @- to" ARE IN PSF a {y w S- Her... M .. 8- to IN #JKAS 7W on DESIGN IS LIMIT= NY VATER dad 4 6 i�� JIB CONFIGURATIONS CAN � X122 fi�' FOR POSLTIYE PRESS{ SEE .� 4► 3 XU X�D X X 3 � !O w MOVABLE PASS e�R�M a� LOdt POCKETS (p), (10. FI XED PALLS (I6 ANDION QV M P�� "hw• WOR LOCK �' � NUMBER Or PANELS) n MWATER OR �/AL TO I�y� / El FLOOR TO CEILING DM ° +NI1RlwaMt S eats: O 112/05 2 2 Design by: PPMF � � Rerisions SEE TABLE 3 ON SHECT 6 OF 6 6. • t 6 FOR SILL ANCHORS SPACING utLE7RATION Drawing dumber 03-043R1 Sheet 2 of 6 MANUFACTURER: •..! 2 13n6 X 3 33n6 DLO 3 13/36 DL 3 13/16 3 1/f"' 4A4 PLAZA DOOR CO., INC .fe•f • • � 59th AUSTRALIAN AVE. •••.! SUITE N3 KST PALM BEACH ' FLORIDA, 33402 •' MINE ( 561) 84e -6351 !••f. ' now FAIL (561) 84E -6341 !f•s. • :•••. ..l..a WEEP HIDES O �:J ROOULf: • • , 6 Titan Series • ` . . . 1 ins• rare Nm DETAIL • .� II - NON IMPACT `. •! o 0 7 WEEP HOLES 4 2NMJfI SLIDING CLASS Y /dUT LNDS SEE SHEET 3 6 TOP V= 9W TYPE UNIT FOR MORE 1KTAIL ' � Engtnarinq: SEE ow I Or 6 CA 9116 6971 t SUNRISE ILO. 104 PLANTATION, f'4 93313 MOM Dow ot/12/05 e 3whu NA Otslgn by: PPMF R.viston: 08 Drawing Number 03 --043R 1 Sheet A ^f .. • • • . 6— MID LO MANUFACTURERS DETAIL PLAZA DOOR ; INTQILJrK DETA6 ; �___ tb,Tl�rAi CO., INC • .... a ,� . s • s • ••+ SC10 1I E CENTS SCREEN i , $ 5WO AUSTRALIAN AYE. FULL I� f i�t EwDS S r3 • SatEVS - -- �ST R L F FLORIDA. 3340E r • • • .�:•.� 3• FROM P- s & 3— JAMB DETAIL - FA PMM t ( 0 E L 1S.g1 RE • .L 18. OC 3 pPERA>N,E PA1RL k/ LOF'di • e • • • 3A— JAMB DETAIL 1 • • •.• FM VARIT LOCK s...•.3 a SCftEYS • • • • i5� i8F INikRtt� FULL F9 SCREW 3'6 PRODUCT: .: 40 • • • Ts LEaKi 18� tXTEIPD81 s ' 9 Titan ►C{. @Ties • • Le NTH is VII - NON IMPACT •••• f- P+DCKET END RAIL F L h ALUM SLIDING GLASS •. 1 -40• 5— 90' CORNER DETAIL 4RI FULL MOTH 4R8 >NTERt1� LENGTH IN g V L 9M F6 FULL 4 .5 3' EXTERM 3 s S CftVS 14 8 11; Fill HOTT�t ACCESS HOLES F9 SCREVS DS 0R . DP-4O3 EnptnseTiti�i a IH' 9A W PLASTIC PLM 3• FRDN EN F$ scam 6 16• � IN 08 ! 3 NOW OF ANCHORS �� 3• FROM E 16 VAX. A, >t nit C CA 6116 EA Ek7 L @4 OC 7 APPLICA" ONLY FOR FINED SHI11 L 14 M OC 6972 W. SIROIISE 8t VD 204 DO am PANEL n 010 1 1 SKS�6'*FRD 83RST $ 10 6 PLANTATION, FL. 33 in MOM 9D ENDS AND SPACE21 AT EO OC FAX 19341 S6S-0m F9 SCREVS P ROW 31 FROM ENDS FS SCREW 010X SS PH -SMS 4 28. 3 ` VA ENDS V FROM EA END ILM OC i 14• X. OC, LEIFULL N04S BY OTHERS - - CENTdl�ED�� MM 060 -I SD Pn:E OR EQUAL 3 UI NEW INT== ExTERrme 2— SILL DETAIL JUN Q 9 I— HEADER DETAIL exTl�ttoR IIrt MM Ps F h do U61 ADJUSTAIS.E'soLLER K 82BO0 MM 3• 3' W 3 R a S , ANCHORS SCREEN DOOR ROLLER ASSEN9LY�I8 SNAPI+ED SHUT 6 CANdM SF SP ONTO THE MTT13M RAIL Dats: NA 12 /0S P* RI ENDS Design brt PPMF 1 s 1LW OC Revision: NM 23 � SOIL: V NPI rq�� 3 SEALANT R A �^ w ~w�w.�+` Drawing Number ru S CREE N + 03-043R1 ED EDN EXTERiflR TYPE DtsTaNCE Sheet 4 FOR ANCHOR SPACING SHEET 4 OF 6 4 of 6 • . . MANUFACTURER: •' • • •• ••�•�� CO., INC • y�. , Iq4 -b L?TA J V : PLAZA DOOR SILL DRAINAGE A E tea � ED • • • • , Z e � a �'o • PLUGS �� T� i�LES AT EA MAIN PAN DATED • s • • • • • BE USED ONLY ON THE IT rRON EA. END AND RV DC • € -063 -0 - TYPE w• • � SIX 13F IlGOR g9� AUSTRALIAN AVE, 0:0600 8 WEST PALM TEACH •• .• • • • • • i •. i e • PHONE,( 5611) 0 942 -6361 • e F AX , ( 56i) MZ -6341 • GLASS • • 0009•• .• •, FRAMING CORNER ASSEMBLY Cr • • • • • R:LASS • Y I/4x1 IMP OPENING . • am e . tie • • • . e R01N1Cr: NON W > TYPES T itan ►S eries VII - NON IMPACT Y - 1/4• TEMPERED VI - 9/6• TEMPEIffiD GLASS 1 I/8' x t /4• rACTORY AMID ALUMINUM SLIDIN$ GLASS DRAIN PAN LIx 11no 17• FROM DOOR T9 IDAIOFETER SLACK OASKETS ND ENDS AND VAX �' QI TO RECEIVE To HEADER RM 3AT A1s7 Engfnee►tngs U a DOOR CORNER ASSEMBLY st�f6u' Jur. CA 9i16 e-064-0 2-UN -0 ` 6971 N. SUNRISE XVIL 104 PLANTATION. FL 9'2919 TEL.: ("4) '.169 -0304 APPLY DEAD OF SQDRN G2 PER CORMEitl FAx 1994) 585-0305 NP1 SEALANT AT TOP AND (14x8• SSPM EIIS 20TTON • S VERTICAL STILES TO SE HARDWARE NOTESF Mw TCH TOP TO V ROLLER ASSENDLYs EACH OPERA3LE PANEL IS RECEIVE RAILS DESItDED VITH TVO ROLLERS O"Te 9-me-0 AT EACH CORNER NOTTOK RAIL OF Dam PANEL ROLLER ASSEMOA.Y IS SNAPPED am THE DOTTON ` RAIL OF THE DOOR 1 9- DEAD t Ixal a•aRTn a - -o>, �E PER EALa4 WEATHER STRIPPING: EMDS RAD . MEETIMxI RAILS DR !�' CORNER RAILS JUN 0 9 OF LDPERAB4E PANELS DATED 4D' FROM CENTERLINE 13F LOCK TO SILL. A A � En01AW LOCK ASSENSLY IS ATTACHED TO RAIL By USING Pedtro Ik� Tw #6 -32W4 S" SCREWS. nam I 9-4U-* e- -a W9 sae A'fadaM rani rse awt AIL ja Q Dates 09/12/05 9-40 -0 9 -401 -0 2-260-0 Seale NA SEALANT' S NOTES 7 • «a ` 7M fie tut APPLY LEAD W 1�1 Design bfr' PPMF NP1 SEALANT AT TOP AND 1- PERIMETER SEALANT DOTTOM JOINTS S'OMNEWRN NP1 URETHANE SEALANT R•rTefoTi: 8- FRAME JOINT SEALANT SWOMBORN NPI URETHANE SEALANT 3- GUYING GASKET JOINT SEALANT plel"ICHUNISMp•a� SONNERORN API tRETK4NE SEALANT 1 � Drawing Number 03— •043R1 Sheet 5 of 6 It /' 1 1r 1 . i *f AWTMIAN AVE * 4 a mat.141� S�: v FLURIlik 33402- Vm Kil r��r .: .5- � � a�� t�3a.wi�w�r, ��airr� ��zr[ �.ar•[ = 5 FAX (561) 9Q-Wj 1 - - �.. •: 1 ,. �' "� � - � � �iTl i /t,f�><5�i, �1,!��f x::at .35]Jlf■ R> ! �::�� XX�111/f° ��•I Jw� ��1� �' #[Tls �t'L r[1`�Y!'i: �3;��R TCtC.�[Y►TTl :� ■�H�3.f' ] li}. Gl�t[l b,'" fL�7 _''�'�CSif^'{ =1�fr'�fC`i�y 1[fl�[?�t 3� ��- '.#If�IfIr�ILr�Li1M��IfM;:#f Ilf- 1/I(t.� t7F =i�w ii■ i7 ii 'A mfr . t�� [t.'1Cf�f ►fzi e i ..11�� U2 ":� E?<'LFi'3 - : [lT'J4� *I�iII ". 'I a f .�(E it [ 1.�1 11f `d3T'1f111r n:R L ref t r� 'tit IM t �� ■ ►lifx #t i ii�rr�a'R "' it'S•ifwYrory .:� >ti � � .::, r � �[rL �7L r rt �;��wr■nrr K �r �nx�[Y x , �� Et�l1�""L' )lL7:°`T.:_ls.i L�37�'^T,F].��E�"C3[.'1 EI��F�i�t►��d3� ai�f�x. �Lii��Rt�'�.�il {:�� S_:'�!t'"'� C ��1�'�"'3."�:al� �"S3i�1�Gi'i: �t,�lY "r'Fi33['� EC �fC13! Rs�l 1[ � 5��! 111p,��•�IfllrAty M�t� i4i�� tLitlsr'�'° ■tf�r■ r rrt ai��■ . rrra��■[��■ rrr■ :.aw�� .s- t, fi�A��: '� �■ 1��E..tL1��lY ,Y � 1 � i 1 Kr. �ii3 ■ k, z EI�r1�� a OR M WITH 1 3. NIM D MEOW INI n �„ , TWO PT W= .n ". , 9 20— - e , f r Drawing Number I MIANIIBADE COUNTY, FLORIDA .. METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 VEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIt' M, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 N OTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com Yale Ogron Windows and Doors, Inc. 8130 N `W 74 h Avenue Medley, FL 33166 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 w iII 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 400O .Aluminum Sliding Glass Door. APPROVAL DOCUMENT: Drawing No. W97 -12, titled "Series 4000 Alum. Sid. Glass Door (N.I.) ", sheets 1 through 9 of 9, dated 07/07/97 with revision C dated 08/02107, prepared byAl- Farooq Corporation, signed and sealed by Humay oun Farooq, 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.Controi Division. MISSILE IMPACT RATING: None. 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 maybe 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 ••• ••; Vi4tlib4o aht shall be available for inspection at the job site at the request of the Building Official. •. nce pages E - and E -2, as well as .: =s N0A r news NOA 9 06- 0628.01 and consists of this page 1 and evide .. ... . VLpptov;l doertrnent mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. .. ... NOA No. 07 -0803.09 . . .- • e .. Expiration Date.: duly 7 . . . . . . - . . . . • � Apprflval Date: Septesn'ber2 2007 page I 00 0 • ... ... , ' DESIGN .LOAD CAPACITY - PSF - . Ll 6" MAX. NP. 6" y 6" +�- --a. 6" � 14" MAX. z WITHOUT WITH HEAD /SILL �I ` ✓' j 1 I 0 HEAD /SILL s >a PANEL W REINFORCING REINFORCING CO RNERS j I ' N NOMINAL DOOR HEIGHT INCHES INCHES EXT. ( +) INT. ( -) EXT. ( +) INT. ( -} 24 50.7 93.1 55.3 1 1 1.6 r j � I � , � j z �' � 30 50.7 78.5 55.3 93.4 w 36 i 68.6 55.3 8t.5 'C; I v - E; -� G =� I CL 42 1 50.7 61.7 55.3 73.4 I I i i o I i II j (� I I 48 I 50.7 56.9 55.3 67.6 I ! f i O ' 54 50.7 53.4. 55.3 63.5 24 56.7 55.4 55.3 66.3 =. I j %' I i s li p M V E t5' i i I 1 OWm p!; 30 50.7 51.8 55.3 62.4 f Q = ¢ o' 36 95-1/2 47.4 47.4 55.3 56.5 01 i I i� � E � I � ! t 0 01 I`• � �; 42 I 46.0 46.0 54.3 54.3 j , t j i� a ! N i VI Q Lu 48 46.0 46.0 53.5 53.5 j 1 1 1I I(33 Z 1 L Z u) NOTE: ! ! o,' I l �' 0 m GLAS CAPACITIES ON THIS SHEET ARE I I ! t I lia ° v i Q z ! � w T+ BASED ON ASTM E1300 -02 (3 SEC. GUSTS) I ( f I lit ` _ AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219° -- -T z II i ? M 6.. ! i. 6 .. 6 .. t j i �atll 1 . TEMPERED GLASS - °' �° �" i i! [ p ] a uj `\ DOOR WIDTH Q a 5" MAX. TYP. A , 6 ,. -a 6 ., y 6 " 4_ 14" MAX. o ! j HEAD /SILL ; ; 0 HEAD /SILL , I p d ---- i` CORNERS I¢ tm .i ce 000 4 o � Z ;C1 tD1` -r-- E1 F1 i¢ GLAZING DETAIL 0 005 DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. ! aj I; w INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET 4 THE APPLICABLE REQUIREMENTS FOR WINO BORNE DEBRIS PROTECTION. {{ y ° a Ii i ! I j Z I SERIES 4000 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS 1 i , ! I f I 1 I II t ( ' z SHOWN ABOVE. I { THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I �' o vl ; i �! •• •• F:EQUfF2;M N:S.8� THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING ! i 6" I 6" 6" I'� ° j= •• • g1180 JE=.O:"a 14WRRICANE ZONE (HVHZ). � �• � � •• • (o ••• •• WOOD •BUeKS TY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I DOOR WIDTH •' ` • • : :• • LOADS TO THE STRUCTURE. •• : ••` • • : - '' ^! T`(P!CAL ELEVATION •• ••• i.:; ! •• • A#J0H®Fa6 SMI., AS USTEO SPACED AS SHOWN ON DETAILS, ANCHORS Eng,: DR. HUMAYOUN FAROOQ ` 1� • • • • T i� II ,? •. . . EIbEDI�riENT Tl3 BA�E•MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STRUCTUR P V 9 EN;; ^ :; ,� i • • • • • • • • • • FLA. PE # 16557 1i a i • • I q ! i n ! I - ,, ••• ••• A�jCHC:AING �ADING CONDITIONS NOT SHOWN IN THESE DETAILS CA.N. 3538 � _`j+ ='�iis�eitltl�t Flo • • •+ I ARE N40T PART OF THIS APPRI3VAL. `' �` • • • • °f �' 6 ! ' ..• • i AP•QUR�.T1ONe INCREASE N ALLOWABLE STRESS IS USED IN DESIGN OF A� ,' �,,.•y . ••�S: INTO W OD ONLY. �✓" � !drawing no- : i * 4T1RL=LLS:INQ --kJ 0 BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO AUG �}Q '� + Is • • L h 1 w� 1 2 ' •'• • CbN1'ACf VITP OTAER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS D `*•: • • • • OF 2004 FLORIDA BLDG. CODE SECTION •2003.8.4. • si• ••` i' `; , eet 1 of 9 FF: 7 V xx III I ii XC (SHOWN). Ox OX0 �i L V =0 L—Ll Oxx %: • V V 1 II OX0 �i L V =0 L—Ll Oxx %: • Oxxo :L if H if W I if F 0 2- Z CL 0 0 5 LL 0 e I z IZ = 0 LL O a i�a -o LLI Ul 0;; LL z Z C4 to z < ;C)*0 CD z 0 C) L >- 00 ul of jai cu Mt to! APPROVED CONFIGURATIONS TRAC DR. HUMAYOUN FAR000 STRUr.rJPES 4; FLA. PE %16557 W4 1ping withfit .38 "Y drawing nO- AU tG' 0 2 .'0 W97-1 2 sheet 2 0 IL i Oxxo :L if H if W I if F 0 2- Z CL 0 0 5 LL 0 e I z IZ = 0 LL O a i�a -o LLI Ul 0;; LL z Z C4 to z < ;C)*0 CD z 0 C) L >- 00 ul of jai cu Mt to! APPROVED CONFIGURATIONS TRAC DR. HUMAYOUN FAR000 STRUr.rJPES 4; FLA. PE %16557 W4 1ping withfit .38 "Y drawing nO- AU tG' 0 2 .'0 W97-1 2 sheet 2 0 xx OX (SHOWN) XO OXO 1 1 Oxxo ....... . .. .. • •� •• • • • •• '•• XO (SHOWN) •sa • ♦ •' ••• • • Ox d 0 X L 0 �Sn CUP AT SILL ONLY W/ STEEL REINFORCEMENT 7 J 1 ' -1/2' x I " STEEL BAR (FULL LENGTH) 1 •/ i I ! l Z it OXO 1 1 Oxxo ....... . .. .. • •� •• • • • •• '•• XO (SHOWN) •sa • ♦ •' ••• • • Ox d 0 X L 0 �Sn CUP AT SILL ONLY W/ STEEL REINFORCEMENT 7 J 1 ' -1/2' x I " STEEL BAR (FULL LENGTH) X X U Z it o z 13 o N !iZ , 1 0 0 CrJ Q y OU ti ;U? ; cel Ow o� s > o, ;Oaaa 10 E �m� a ;QL3L" u. Z4 �I � � J !' t J g lQ w�� w' L) �Zkl� o p1i ca: pi 0 �' Z ya : �! Q L =i; ,l l r� Q i ` J / Q it V } i- 0 7 Q ' , 2 r 00 1 , �' APPROVED CONFIGURATIONS l 2 TRACKS WITHOUT STEEL REINFORCING ! i °' x U' < APPROVED CONFIGURATION'S �• i 2 TgA.0 • • .•. • J. o, 9 L —• ; • ; ; WITH STEEL•�E0 C i'G;• . gr: JR. HUMAYOIJN FAROOO SrRUCt':RES PLR. RE # 16-557 C.A.N. 3533 r4)a,�rg. +. ti lI a I • l • • t3R�I�z.5 R.3$ '11Yo • • • ' i n • � t D � � .r'►; • ; /• Q I• « i �i �i •� i�,Io,t it I drawing no- AUG f 17 0: • • ..• sheet 3 of 9 , X X U TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING -' METAL ! TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING j ti STRUCTURE /` � SEE ELEV. FOR SPACING J ` a , BY d r `� �� I Z N AN 7 WOOD BUCK a a ° d I a s L 1 Q F- cri Z i 3 CI a a 1 P p d a a I MIN O !� Q Lu { g m_ 2 F ! s � 2 � . 2 I / _V. � 28Y ke L SUCK l y x OR It f fj - - 3 WOOD STRUCTURE Q W I ,Li MIAMI -DADE COUNTY APPROVED c fi u A o MULLION & MULLION ANCHORS �`� + Id, _Z "} ; 40 SEE SEPARATE NOA z C4 I t I i 4 C3 �. { ( I 1 ;° I v Z oM ; t p 0 i n i� o t 1 1 ! I i. TYPICAL ANCHORS IN PAIRSly� t C 4 O TYPICAL ANCHORS IN PAIRS '.. SEE ELEV. FOR SPACING z x SEE ELEV. FOR SPACING �� B U TYPICAL ANCHORS: SE ELEV. FOR SPACING i ci j� '<�c I`, I. I, 14 " TAPCONS Z z N u I i ; i i ;� r_ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ; a ;j Z °� O ( t '; �; j i ,; ( 1 -3/8" MIN. PENETRATION INTO WOOD C:) ; � � � °J ° i Iii �; tI. 1 # I, I Z o C3 { THRU 1 aY BUCKS INTO CONC. OR MASONRY p � � f i cL t N -T. 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY co I ( W I 1 ' I, I I I $ i t DIRECTLY INTO CONC. OR MASONRY -' r 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' X14 SMS OR SELF DRILLING SCREWS ; }� INTO METAL STRUCTURES If STEEL : 12 GA. MIN. (Fy 36 KSI MIN.)i ! ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) ( 3" WIDE CLIP .125 THICK ALUM ! ' E f r I' " ' , CLIP PER EACH FIXED PANEL (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I C141 t I I , 1� LOCATED ON THE CENTER if I fl II; (2) # 10 X 1 " SMS EACH WAY, rnt I' #12 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE APPROVED- MULLIONS (MIN. THK. _ .090 ") 'i 10 i (NO SHIM SPACE) N' • • • • v, • • ,t i i • • '• • 7 ! I 1 i ( i! TYPICAL EDGE DISTANCE !'N I x 0 01 • • • • . • Ii "1 N , 28 INTO CONCRETE AND MASONRY = 2" MIN ••• • • �•• • i� c. r ! ` I 1 1 I I i ( j ,i I I INTO WOOD STRUCTURE = 1" MIN. .' ;•� . . . :. • 4i • , =� tt - 1 t i I Q °^' �- i ;NTO METAL STRUCTURE, _= 1/2" MIN. �� • • •• i•� i•• �• � I; � ` •• • • ••• ••• , i• • • • • • • i / t• t t t Engr r: DR. F,U1NA`(OUN FARC00 s i • • • • • • • o a •# • • • • • • • • • • • r a I ('I a \ d a FtA. PF # R 16557 *4541 = i lyl ii4l • i 0 ! ; i ° 'a 6 . �_ C.A.N. 3538 iy��:. »�� ^ • i • • �, i p wt-j /. W ai YIN I WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRO "� '{�.'�^s;'w�s� W 2 J a. d 1; a.. a ( r• I i �'a5��1 3e/ +evx ✓`•'� fr1 ( m I. V i ... . . . . ..� . . k d . MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • • • • • • • !/'\ / �� !AND TRANSFER THEM TO THE BUILDING STRUCTURE. ;t* drawing no.! i • • • • • • • • ♦ • • �i TYPICAL ANCHORS IN PAIRS Ili, v id r� ,�f .' Ir �•:: W97` -12 ; SEE ELEV. FOR SPACING 3 TRACK DOOR DETAILS •.. s e e 'sheet 4 of 9 _ L _ M D_V . PANEL WIDTH TYPICAL ANCHORS IN PAIRS _ I ` - - SEE ELEV. FOR SPACING IN r # 14 X 1-1/4" SMS t/ CUP i I D 1 C{ t I I 3 CUPS/ JAMB �� _ ' RETICULATED FOAM �� / t f Z , ! r ® I -1 /2" X 7/8" PILE PADS AT I lt3 j t7 ? --. .--- / TOP & BOTTOM OF INTERLOCKS 1 /4" SHIM (' z 1/4 MAX. ` Z r { 29 t5 ! MAX. I 37 SHIM f i / J 0 O X j ` r t !� t 1 i 7 t V 35 a 7 g ' y 1 ; l 4 i � s a I m o 41 . Z — — — — — — — 77 ? f ' — — — — — — = — .mo .. t i M L O U SILL ! i ?QyN� r t t I I •=�� 1 �_ 23 � 40 I of tl N ? ter{ Z cl { s a I,y�`� i 1 s.• • • ,rte � � _� j i 1 { ` : jl O IX ul (l7 i v D.L. OPG. { o •` 2Z,i X 22; V1 :.:.i (3) #10 s .�s INTO w000 ;/ 3/4 x 1 -1/2 X 1/8" ; L ALUM ANGLE 4" LONG - - (2) #10 SMS i 3/16" X 1 -1/4" TAP AT TOP & BOTTOM i ! By INTO MASONRY _ i 01 i - ' ' FIX. PANEL WIDTH ! WOOD SUCK ¢ 3 " (2} #10 SMS iNTO 'HOOD 3/16• X 1 - 1 /4" 7APCONS - ' 0 1 a INTO MASONRY I i O I UO Z >_ o Ilp W v, EXTERIOR I w II LLJ ° n DOOR WIDTH i /4" MAX. i� I METAL STRUCTURE —j i� SHAM 1/4" MAX. 1 , SHIM ; 26Y WOOD BUCK / OR•' I ° I T WOOD STRUCTURE >: i ! i Ui , / o • • • • • • • • • \ ! •• • i ••• i i �•• • f ci i t , o 0 • • • • • • • • • • • J 0 li H41 i Fngr: FIR. HUMAYOUN FAROOO ••• ••a •!i• I I • • • ST • • fl RUCTUP.E ijL}Q� �?ijT"�9 •• • s • • • • • • j `\ C.A. :04 -D - 11. 1na Irk: 1 e ;�itY':fk3 • • ° ; • • • • s • • • s .� FLA. PL # t 0557 • • r ^ i N. 3538 • • • ! ? ,, � : D � �,,.,�.. ,� ; drawing no. i 97 2 i • • • • • • �• • • • if i. !�. Teti s.: � w• "�. • 1 go so M w ••• � "PICAL &ICHORS IN PAIRS !_TYPICAL ANCHORS IN PAIRS 3 TRACK DOOR- DETAILS • •:• �•• �• •� • • =shee 9 t SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS I; :Z SEE ELEV. FOR SPACING I i `. TYPICAL ANCHORS IN PAIRS O / SEE ELEV. FOR SPACING 16Y / TYPICAL ANCHORS IN PAiRS ! !} ' '•c.�'' ` - A' WOOD BUCK / � SEE ELEV. FOR SPACiNG p U OR �• _METAL \ 29Y WOO�BUCK ! a s \ r e I / i� 1 STRCTURE / w 4 3. , ( ! a �'� w STRUCTURE 1 i MIN. a u a 4 eta ; i > Lu X: 1 7 T O L u x' 0 f'� ! f i`: LL Z 40 MIAM! —DADS COUNTY APPROVED TYPICAL ANCHORS IN PAIRS SEE E _j 0 M Q j { MULLION & MULLION ANCHORS 'a 2 Z L N v I ,� �' �� SEE SEPARATE NOa E LEV. FOR SPACING p ®,� g X if TYPICAL ANCHORS IN PAIRS s ; ? I I f• ! �! SEE ELEV. FOP SPACING a In it ! CLIP "C" 1-1/2" X 2" x 1/8" X t" LONG TYPICAL ANCHORS SEE ELEV. FOR SPACING NOTCHED AS SHOWN 1/4" TAPCONS •� INTO 26Y WQQfl BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PEN z r\ _; 1...1'• ,2�.' ; ,r ! i E PENETRA INTO O .I p -�• , f v T RAF, _. of E I f ! I ° °a! w al THRU 1 BY BUCKS INTO CONC. OR MASONRY Ln p o O -1 z : !: � w 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY �I� f I co m ! I ! DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY !—r , I i X14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES y I i ; 2 TRACK SILL : OPTION ONLY STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) ( { XX �c ` if ' I i ! 'i i ALUMINUM : - 1/8" THK. MIN. (6063 -T5 MIN.) o. 1 CUP PER EACH 3" WIDE CLIP .1 H FIXED PANEL ;i THICK ALUM j I ; ! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � i; ' ' I LOCATED ON THE CENTER if iEv i I (2) # 10 X t/2 SMS EACH WAY I lar } i 4 fi } \ I I I „ I { X12 SMS OR SELF DRILLING SCREWS i i; ! t1 4t I I INTO MIAMI -DADE APPROVED MULLIONS (MIN. THK. _ .090 ") �'' I ' L to (NO SHIM SPACE) o j� TYPICAL EDGE dISTANCE _ .. . . •. . }, •,•• j� v t ! j n ! ! •• • . . • S • ,� • • • •I • • 2c�i1 ii i I • • • • • •�• • (y p i.ul i • • ! •• •'• •mss i { 1 \J 111 . . . . .f . ••• • 39 - N1 i ;j - i INTO CONCRETE AND MASONRY 2" MIN. • . . . : ;.' ; ,�J, • •;. ( f _ - •• .•• ; •. . . INTO WOOD STRUCTURE 1" MIN. 1/2 •' ••• • • . , !n:TO METAL STRUCTURE " M! ^.. •• • • • •• ••• *h _ s • • • • • • • • • I Enar: DR. HUMAYOUN FAROOO ' • • • • STRUCTURES �� , t a • • • • • • a, • • (. e �e 'a a _ FLA. PE �? 145$7 • _� �ti {2� #i$itJS • • •^ • • a / 16" X / R=stssgt�i }itaYwitjthec trio. • • tZ i • • • • • • • .i 2 ' 8" ^ -`/ ✓ 3 4" X 7 1 8" C.A.N. 3538 • • • , ••• •• �• •sa •� • • • l I ° I d � IN. ' dW3 / l + rv� • • g •�� : U a j L ALUM ANGLE ; WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON .. t7J W 3 s MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM °' int- ! °_ I ° 4 a (2) PER FIX. PANEL .•• • . • .•• • • \j� \� (AT OX/XO W/ STEEL REINF. ONLY) ANd TRANSFER THEM TO THE BUILDING STRUCTURE. drawing r10- i • • • • • • • • • • • •, • • • s . F s�• 6:0 • • • •a • , • ` �L r(PICAL ANCHORS IN PAIRS 2 TRACK DO D • SEE ELEV. FOR SPACING • • • • • • • • •.• • • •: 'sh 6 oP ! ilI GE SILICONE SEALANT TYPICAL ANCHORS IN PAIRS O 1 �� i BETWEE L STILES /�� '� SEE ELEV. FOR SPACING -- N r�1, RETICULATED FOAM.' t t ;! ; G �` I Z '7 _ # 14 X 1 /2" SMS 1 / CLIP ; - 2 -1 /2" X 7/8" PILE PADS AT r t t ^' TOP & BOTTOM OF INTERLOCKS _ 3 - /2" X 5i8" RETICULATED ED FOAM BLOCK 3 CLIPS/ JAMB ! i AT BOT T OM OF ASTRAGAL 1 /4" $H!M ° I � j 1 MAX. I Q a j; Z C. 1/4" MAX. 9, Si ; i i !� 44 \� 15. r ; 0 a' 0 _j (14j - tid I m o !► a z Lo e a —i �l l �� • • ' i o • e ir�i t i I t l 1 ,Sj o y ! o • L' I L—_J � � b . ^_ s t a ! 1 1 19 �, I ° z.;z n 1/2 X 1/2 X 3/16" ; ALUM ANGLE 4" LONG •22J l i C) 'I 0 c co \ # 10 SMS 3/ CLIP y AT TOP & 'BOTTOM 19Y ! a r ` ! WOOD BUCK cn ! 2 X 2 X 1/ cn p _ # 8" 3" X 1 -1 /2" RETICULATED FOAM BLOCK S x 2 EACH WAY \ - ALUM CLIP 1" LONG AT TOP :t BOTTOM OF ASTRAGAL < AT SILL ONLY i� U d� z �r7 • ; O � i 9 O Z o METAL vs STRUCTURE i ! M Le W 1/4* MAX. 1/4 MAX. ` SHIM �i SHIM ' i 28Y WOOD SUCK / f O k(000 STRUCTU E I o ol ol o ..... • , l .:..••,, .l � 0.0 \ :• • • • •. • s. • J •. �. • E m( ;r: DR. HU.WY0UN FAR000 r • • / • • • J STRUCTURES 't.�}71�a� � ggyi t ti : • • : • : : / / _ •TYDFCAL 9AI`iCHORS • IN PAIRS 1 TYPICAL ANCHORS IN PAIRS F A. PE J 16557 • 4 ?3' - � • • , •, ! o ^• t[f .0l3 { +_:. .ter' :i'i114', a 03:8 ' •, • • 0 � • : •- SE E, LLE% * FOR SPACING 'SEE ELEV. FOR SPACING C.A.N. 538 r, ;: 3 1 r , \• • • • �� .i, 9. i 1 ! ; ' .• • •. • i • : y7,.,. ... drawer- i •• . • • • • : • 2 TRACK DOOR DETAILS 0 s heet 7of 9 ;u • --d j z 5.436 3.750 - • - �! j - �� - - - - - . - -- - - � t"�. 062 TYP. ! i _ J:>-: ! !--{ ; .062 S f j r f n - . i .062 TYP. 1 2.000 062 ; z M ;I n : 2004 }.t86 1.t86 Z 937 1 - _ Z i 437 _ .437 -1 d a N is z j ? �I - .720 1 T -' ! 3� 1 } { 4 M {s Q s 1.157 -- t .625 -� -1.625 1. 157 4 �- -1.625 --�? 5.572 -@+ 4.009 a i X j Q LU ¢ „v. FRAME HEAD (3 TRACK) FRAME HEAD (2 TR,4CK) Fr'MUZ SILL C3 TRACK) FRAME SILL (2 TRACK) I a L6 ; r� YE -320 Aj YE: -304 �t1 YE -375 310 YE-374 ®j n I 6063 -TS 0063 -T5 6063 - i (� � M O i' O W m � 596 o- q .81 1 �- i 0 m a. a 4 o :! 4029 ` . -, ` C 00 I 1 .093 i.dad 3 - -T - � .$11 i - T f 0 dS z i 719 ! i .125 N E l i U, LU 1 0 62 .374 z �� c 2.21$ r .657 2.000 f .d m Q 1 062 TYP. j w r r i L r F } FIXED PANEL CL !P i - 14t YE - 377 0b2 - - 1 t 6063 -T5 i I 1.625 - U o z' -ai .875 - ' 3.312 3.625 FRAME SILL i 2.062 5.436 ! � t � YE-373 PANEL TOP RAIL j - 6063 -T5 YE -307 6063 -T5 .875 1.546 1. 600 1 .562 f { 1.157 � 0 0 < `� I FIXED PANEL STILE 2.060 062 3t YE -302 FRAME JAMB TRACK) FRAME JAMB (2 TRACK) 6063 - Y = - 32' ,� _ ;C- o `� G - t t 3: j -' 5063 -T5 6063 4 p " 11 C9 Z >- o !� . j' .968 I w w i �- co 999 1.591 { { 1.343 FAD PANE(_ BOTTOM 30 YE -379 .062 1 i i j i � 1.446 fi i 6063 -T5 -°� .882 i - 1.829 T PANEL HEAVY INTERLOCK STILE ASTRAGAL I S5 YE -325 32 YE -355 6063 -T5 `-J 5063 -75 di .062 1.656 - Z �- .062 TYP. 0 , 5 � R 4 I.� I •• • : : ••• 4 •I� • /I TT RA RAI r-.062 , • • • • • • • • � Y ,n t' 30� ( l 2 . - 3.625 { •• • • • •• t �•y I j 1 •• • ••,• ••• ••• • i 2.782 ( Engr. DR. HUMAYOUN FAR000 a { 2.000 STRU . URES q .. . . �3 I • • • 375 • • • • • • • t .00a t ! } 3539 I�'+14iding C 2 1t�Y : storm C :. •ai 4 ei . •.r ` • • • I � .A.N. � • • a • � I • �z • j drawing no. i • . ••• • • • 1.156 1� /97-12' • • • • • • • • �1 yl� �� Ii J s + ~a r--d �'. • i : I '•� •;• • 4VINC.PPIEL• STILE PANEL ASTRAGAL STILE PANS L HEAVY LOCK S TIL F l'`' �'= • • • • . , I , YE - 301 ; YE - 344 L 33. YE - 380 , of 9 6063 -T5 6063 -T5 6063 -T5 ITEM N0.1PART NUMI,ER DESCRIPTION MATE /REMARNS - i�Z : I YE -320 FRAME HEAD (3 TRACK) ALUMINUM (6063 -T5) 42 X1(0 IA YE -30 FRAME HEAD ( TR ALUMINUM (6063 -TS) �- = - -,iC 2 ! YH -4004 FIN SEAL W'STRIPPING (.187" X .250) ULTRAFAB 3 I YH -4002 TOP SLIDE GUIDE NYLON 6 SECURITY PLASTICS I NC. /� �� w I j 4 _ YE -307 PAN TOP RAIL _ ALUMINUM (6063 -TS) Q Q a (� Q IL 7 YE -4007 } VINYL GASKET FOR 3/16" GLASS CUSTOM PL ASTICS 026 -8 OR EQUIV. 8 YE -306 MOVING PANEL BOTTOM RAIL ALUMINUM (6063 -T5) 9 j YF -27A BOTTOM RAIL ASSY. SCREW # 10 -32 X 7/8" PH. M ACH . S ri 10 Y�H -4031 ROLLER ASSEMBLY ALUM HOUS WITH .S TEEL WHEEL / { �� C j M lj 1 1 YE -375 FRAME SILL (3 TRACK) 1 ALUMINUM (6063 -T5) / i ! �{{{ I ®� Q 4 E 11A YE -374 FRAME SILL (2 TRACK) }ALUMINUM (6063 -TS) 0 ry z U 116 YE -373 FRAME SILL (2 TRACK) ALUMINUM (6063 -T5) Y^ } Q U . a Ei Z 'I - 12 YH - 4005 ROLLING PANEL Sill W'STRIPPING SCriLEGEL SK1004 - 510 OR EOUtV. j # ; 13 YE -321 FRAM JAMB (3 TRACK) ALU MINUM (6063 - T5) �j i� i y N _ w } 1 13A E YE - 303 FRAME JAMS (2 TRACK) ALUMINUM (6063 - 1 7 5) ;1 / �� I ! �- " 14 YE -377 FIXED PANEL CLIP (TYPE A) ALUMINUM 2" LONG, 31 JAMB 15 YE -325 PANEL HEAVY INTERLOCK STILE ALUMINUM (6063 -T5) ( \ v' Z M CO 17 ` YE -344 PANEL HEAVY ASTRAGAL STILE ALUMINUM (6063 -T5) p '.} O 18 YH -25 ASTRAGAL ASSY SCREW #8 X 1/2" P.H. SMS ( { " d o C3 19 YH -4010 FIXED ENO STILE WEATHERSTRIPPING j CUSTOM PLASTICS 042 -1 (VINYL) 22 - SCREEN f OPTIONAL 23 1 YH -4053 MOVING PANEL SILL & TRACK CLIP (TYPE 8) ALUMINUM (1 /2 "X1 1/2"X3/16 "X4" LONG) 24 YH -4034 I ! �( G I ^ F- t B RACKET TYPE 1 8' 4 ALUMINUM (2"X2 "X! /8 "Xt" LONG) I ; �,. � , � �y N ; 27 } YH -4055 FIXED PANEL UPPER CLIP (TYPE C) ALUMINUM {2 "X2 "X1 /8"x1" LONG) I o'IIx LL- co 28 YH -4054 ' CENTRAL FIXED PANEL CLIP (TYPE 0) ALUMINUM (2 "X7 /8"X1 /8 "X3" LONG) d z> o // 29 YE - 301 I PANEL LOCKING STILE } ALUMINUM (6063 - 75) 40 p w 30 YE - 379 FIXED PANEL BOTTOM RAIL ALUMINUM (6063 - T5) ; !� s w r C0 g 00 .31 YE -302 FIXED END STILE j ALUMINUM (6063 -T5) 33 YE -355 ASTRAGAL STILE ALUMINUM (6063 -75) , 4; it 34 YE -380 PANEL HEAVY LOCKING STILE ALUMINUM (6063 -75) 35 YH -4003 KEEPER j CAST (ZAMAK) 36 YH -4016 EXT. CONCEALED HANDLE CAST (ZAMAK) I i FRAME CORNER QUAILS 37 YH -4017 INT. CONCEALED HANDLE W/ KEY LOCK CAST (ZAMAK) 38 YH -4022 DOOR HANDLE CAST (ZAMAK) j' ' G 39 YH -6006 FIN SEAL W'STRIPPING ULTRAFAB (.1 15 " X .50 ") 40 YF -2 80T. /TOP FIXED &TOP MOV. PANEL ASSY. SCREWS #10 X I" PH SMS D j 4 1 YF -17 SOT. MOV. PANEL ASSY. /ADJ. WHEEL SCREW #10-24 X 7/8" PH MS ' 4-_ YF -10 FRAME ASSY. SCREWS #8 X t" PH SMS 43 YF -18 K EEPER ASSY. SCREWS # t 0 X 3/8" TH SMS ! `I' N_ a t _ ! N of ••� • •4 • YF'. -67SS HANDLE ASSY. SCREWS #8 -32 X 2" FH SS. MS ••• i • r68 rb CLOSED END HANDLE SINGING POST ST. STEEL (.200" X 3/4 ") • • • ••+ i c � `"� ' i 4g YH -4013 j INTERLOCK /ASTRAGAL TOP & BOTTOM PAD ULTRAFAB (13/16" X 11/16" X 1 -1/2 ') ! •• ••• • : • '"t; ^ `'l }� oi- • • • • • • • / ! Engr: DR. HUMAYOUN FAR000 �o •• • • • • • s STRt1CTURES !'Y2OMIICr REN VEI) I i • •• •• • • • �� I FL1. E 16557 • tt.f;i • j * ' I i • • • +L • • • • • % CN. 3538 frm ai�.. ^z' f n • V • • i i s ... ... ••.. I � • .. • • • • • • • • . { drawing r10. • • • • • • • • • • • P '• • - � jl.ia2. -- I ;. 3,tS:n. •A +:Fi i/ ; h • 1 /.�� —� ••• • •.• // • 1 'y PANEL CORNER DETAILS ! l ��f i " + '�' •Al ••• i ; • pt of 9 OR ARC- 19 32 Miami shores Village Building Department rEs t i 10050 N.E.2nd Avenue R"OR Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: DATE: �J O ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) �11' Address: —N 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: r1 PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: s + 5 °RES �� M iami shores Village Alm ,,,,, Building Department 10050 N.E.2nd Avenue L,` ► Miami Shores, Florida 33138 FLORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: O& -DPJ Job Name: 1 , 2009 Page 1 of 1 �ui Criti ue Sheet ` G s�i «/ ,• �f fig f ( ,jlf6cl� Wc-) er A& .tea !e- 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 �r��'�� s �� °�� t ., C — �P��Lc�T� �� - � - �.� ?-� `� jC l �� ,'-- Miami Shores Village Building Department 1 0% o 3 zoos 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY ; BUILDING Perm No. IOq' b PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 1 W�� t I5 Phone # Owner's Address 95—aQ. ve, City ;a 9 fi ho3 �Sta Zip s Tenant/I.essee Name Phone # Job Address (where the work is being done) CP 'v P IC- city Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # _ '� U� Is Building Historically Designated YES NO -_ Contractor's Co an Name [CL n e 1 0 SD 6 I ld0° S Phone # &c6 773 -cc 4 Y Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Regi .: a Certificate of Competency No. Architect/En .,.v icable) Phone # Vs Permit $ Square ! Linear Footage Of Work: irk: Addition QAlteration New [I Repair/Replace ❑ Demolition he Work: Submittal Fee $ Permit Fee $ r CCF $ Notary $ TraininglEducation Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. Total Fee Now Due $ � See Reverse side —� Bonding Company's Name (if applicable) a 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 he 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 reinsmerrmf will be charged Signature Signature Owner or gent Contractor The foregoing instrument was ackn led Fed be hr e methis -� The foregoing instrument was acknowledged before me this day of , 20 , by 11 U 5 day of 1 20 _, by , me or who has produce ho is': personally known to me or who has produced ` identification and who did take an oath. as identification and who did take an oath. NOTAAY PUBLIC: NOTARY PUBLIC: d h v &N, Sign: k C. Sign• Print .r A �,;;�� Print: �1� My Commission Expires: 5��,I C �';: � My Commission Expires: Ct �. 91 /IP01 APPLICATION APPROVED BY: ._!/L( /�J� J�` �` / S L Plans Examiner Engineer Zoning (Revised 07/10/07) I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 103256 Permit Number: RC -12-08 -2230 Scheduled Inspection Date: July 20, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Roof Sheathing Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 17, 2009 For Inspections please call: (305)762 -4949 Page 4 of 32 r y ARCHITECT P.A. AA 0002998 STATEMENT OF INSPECTION DATE: July 15, 2009 TO: MIAMI SHORES BUILDING AND ZONING DEPARTMENT. RE: MARIANELA SOLIS ADDRESS: 9322 NE 6 AVENUE MIAMI SHORES FL PERMIT #: 08 -2230 DEAR SIRS, I, HAVING PERFORMED THE REQUIRED INSPECTIONS, HEREBY, ATTEST THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THE ROOF SHEETING INSTALLATION OF THE ABOVE REFERENCED STRUCTURE IS IN COMPLIANCE WITH THE APPROVED PLANS AND OTHER APPROVED PERMIT DOCUMENTS. SHOULD YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION PLEASE DO NOT HESITATE TO CONTACT ME. SINCERELY, E UL CONDE, R.A. RE AR 0010924 3521 NW 82 Ave. • Miami, FL 33122 • Tel: 305- 594 -0686 - Fax: 305 - 594 -0998 Email: conarchi ®bellsouth.net Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 118886 Permit Number: RC -12 -08 -2230 Scheduled Inspection Date: July 09, 2009 Permit Type: Residential Construction Inspector. Bruhn, Norman Inspection Type: Tie Beam Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 08, 2009 For Inspections please call: (305)762 -4949 Page 25 of 28 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 118885 Permit Number: RC -12 -08 -2230 Scheduled Inspection Date: July 09, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Fill Cells Columns Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: HOME OWNER Building Department Comments two story addition on the east side of the property to add two bedrooms and two bathrooms Inspector Comments Passed 7-" Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 08, 2009 For Inspections please call: (305)762 -4949 Page 24 of 28 s ARCHITECT P.A. AA 0002998 STATEMENT OF INSPECTION DATE: JULY 8, 2009 TO: MIAMI SHORES BUILDING AND ZONING DEPARTMENT. RE: MARIANELA SOLIS ADDRESS: 9322 NE 6 AVENUE MIAMI SHORES FL PERMIT* 08 -2230 DEAR SIRS, I, HAVING PERFORMED THE REQUIRED INSPECTIONS, HEREBY, ATTEST THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THE ENTIRE REINFORCED CONCRETE MASONRY WALLS INCLUDING BUT NOT LIMITED TO: 1) FILL CELLS 2) COLUMNS 3) HORIZONTAL REINFORCING 4) CONCRETE POUR OF THE ABOVE REFERENCED STRUCTURE ARE IN COMPLIANCE WITH THE APPROVED PLANS AND OTHER APPROVED PERMIT DOCUMENTS. ALSO I INSPECTED THR ROOF PLYWOOD SHEETING AND IS IN COMPLIANCE WITH APPROVED PLANS. SHOULD YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION PLEASE DO NOT HESITATE TO CONTACT ME. SINCERELY, JOSE ONDE, R.A. REG R 0010924 3521 NW 82 Ave. • Miami, FL 33122 • Tel: 305- 594 -0686 - Fax: 305 - 594 -0998 Email: conarchi ®bellsouth.net 4 Miami Shores Village wFy.r.r Building Department 10050 -NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #: �� 12° -01 3 6 DATE: ❑ Contractor • Owner • Architect Picked up 2 sets of plans and (other) * Ily'A cjr- U1q� Address: q, i .2 2 Wes 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: I PERMIT CLEARK INITIAL: r � U.S. DE OF HOMELAND SECURITY ELEVATION CERTIFICATE O MB No. 1660-0008 Federal Emergency Management Agency : • •: ':' •' • : • •: ':' Expires February 28. 2009 National Flood Insurance Program : ' WbrtEt: I2egdb4nstructions on pages 1 - 8. SCI N A PWC3PERTY INFORMATION For.lnsurance Company Use: Al. Building Owner's Name OMAR 0. SOLIS & MARIANELLA B. SOLIS Poiicy Number A2. Building Street Address (including Api., Mln' 6uite, acrd r BWg. Wo. o�P. ©. ou a rompany NAIC Number 9322 N.E. 6 AVENUE ; ; • ; ; ; '; - City MIAMI SHORES State FL ZIP Code 33138 see 0 A3. Property Description (Lot and Block Num4p, jaj Parpel N1mbgT,I ega64escript n,,Atg ), LOTS 1 & 2 BLOCK 56 MIAMI SHORES SEaTION4N0. 21 1 ® -3i? • • A4. Building Use (e.g., Residential, Non - Residential, Addition, Acoessa?, eta) RESIDENTIAL A5. Latitude /Longitude: Lat. N25 °51'70.01" Long. W80 °11'13.70" N 7 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insura AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a b an ed g " , E e: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square foot f 00 sq ft b) No. of permanent flood openings in the crawl space or b) No. of perm J ' i i ched garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within o r c) Total net area of flood openings in A8.b N/A sq in c} Total net are ° o eni gs in A9.(A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI SHORES 120652 1 MIAMI -DADE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 69. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 7/17/95 312/94 ✓ X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) 1311. Indicate elevation datum used for BFE in Item 69: N NGVD 1929 ❑ NAVD 1988 r - 1 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes NNo Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations ire based on: [I Construction Drawings* [I Building Under Construction* N 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/Al-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized #N -603 -R Vertical Datum 1929 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 9.73 N feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 11.53 N feet ❑ meters (Puerto Rico only), c) Bottom of the lowest horizontal structural member (V Zones only) WA. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.70 N feet ❑ meters (Puerto Rico only). e) Lowest elevation of machinery or equipment servicing the building 9.90 N feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9.20 N feet i] meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.60 N 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 Cer0cate 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. , N Check here if comments are pro ded on back of form. Certifier's Nam IGUEL PI SA License Number 5101 Title P.S.M. Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Addr 6 S SUITE 3210 City MIAMI State FL ZIP Code 33157 Sig r Date 4/30/2009 Telephone 305 - 262 -2992 FEMA For 81 -31, FebrLrary 2006 See reverse side for continuation. Replaces all previous editions 9 IMPORTANT: In these spaces, copy the corresponding information iporn Seo lon•A. • • • • • For Insurance Company t Ise: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Routl anj Bbx P * . : ; • : Policy Number 9322 N.E. 6 AVENUE • • • • • • • • City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION.D - SURVEYOR, ENGINEER, OR G@RJTFJCA"MM VQNTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) aad (3) b uijflirrg 4vner. Comments HIGHEST CROWN. WR" OAD (NE 94 STREET) = 9.92' REAR ADDITION (UNDER CONSTRUCTION) LFF = 11.43' C2. (e) LOWEST ELEVATION OF ZT� / INERY SERVICING THfj3UIWIjVG (W CQNDJTIpNW) = 9.90' ATTACHME B H •• •: ••: : : :•: •• • Signa Date 4/30/2009 ® Check here if attachments SEC 10 UILD NG EL ION 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. E1. 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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 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 ❑ 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 ❑ meter' (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Nance Title Community Name : Telephone Signature' Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions r � : • • • • • • • • • • • • • • • 0 .136if cling photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including QpQ., Wit, $ure;aMj /or j3IQg;NQ.)pr P.O. Route and Box No. Policy Number 9322 N.E. 6 AVENUE • • • • • • • • • • • • • • • • • • • • City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number • ••• • • • • •• • If using the Elevation Certificate to obt$in;NFIP fVW jnsuranre, affix at least two building photographs below according to the instructions for Item A6. Identifrall �hbtojral h!?0". Me 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, following. FRONT VIEW 4/30/2009 F a RIGHT VIEW 4/30/2009 x - y 5 ?E4. , v£ N :•.•: • : BxiiIftgThotographs . : : Continuation Page . . 0 :0 . . . . 000 For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 9322 N.E. 6 AVENUE • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • City MIAMI SHORES State FL RIP Ogde 3838 0 ' • • • • • • • Company NAIC Number If submitting more photographs t4AM \bilC fit *on 2n@ 0"ce0l)g page, affix the additional photographs below. Identify all photographs with: date taken; Tronf VAN AcC "ReAr View ";•and, if required, "Right Side View" and "Left Side View." 0 . 0 REAR VIEW 4/30/2009 t x REAR / LEFT VIEW 4/30/2009' y E ip P • • • • • • • • • • • • •.• • • • • • •• • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • � s�s� •• •• • • • % ff _ i Lots 1 & 2, Black 56, of MIAMI SHORES SECTION NO. 2, according • ... to the plat thercof, recorded in Plat Book 10, Page 37, of the Public I q 'itdcc>11ds�f M44-d County, Florida. a� ( • • �• O I ML .•• ; • .. 127.50 (R)(M) -12 15.0 • ... 37.50' - l U .... • • • • • • i PAVERS PATIO ay4 1_! _ 3.90 • �• • • • ••• ••1�,�0 27.00 8 0.0 6.4 a 5.70 �? eF TILE PATIO ° a • o ^° 03.5' 2708' N m j ( 11 {' t d. a: . O a K 7 u '• �•osT. .. a X4_4! -N °o• 22.40' Z W a s1 sr } 0 a tf1 (n Q ° 1/y Q W i 1 .70 IR > } O ' O > •' i f – �.." -.. —. ; I t LIJ } Z C� Q N . N Q . N cc b a a n. , LLJ a a ONE STORY ° d ° I (:. .� �--� a a ' ° RESIDENCE X9322 (f) bK j N a �d in 8 47' (UNDER CONSTRUCTION) 1.87' 1 2 . 67' NOT TO SCALE a ti''' 3.75' to H.F.F. = 11.53 J L.F.F. =9.73 i ° o Q r 4.75' GAR. =9.70 ` a 51 � = d- I- GENERAL NOTES: Q n 0.80' Q = J 4.75' a I -LEGAL DESCRIPTION PROVIDED BY OTHERS. Q 9,28' O O p a° �h d - EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE CL ' O 0.35 , 15.37 a 14.28, rn ,�. LL1 RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. 27.67 -THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED 'Q c 5,00 aa.. CV z ENCUMBERANCES NOT SHOWN ON THE PLAT. Lai - UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE C; a NOT LOCATED. O Z O M �S -ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. O U N -FENCE OWNERSHIP IP NOT DETERMINED. ¢S PAVERS M E WALL o ' Nj F.F.E. =11.43 wj M 3.0 a 0 - ' N N 37.50' - BEARINGS REFERENCED TO LINE NOTED AS B.R. r a PATIO ° N - BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY O 7.60 • ti WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO 5.70 23.00' o I SCALE. 46.78' 16.00' �' 0 -NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 4 �� " -NOT VAUD UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL 3.00' to of 4.7 C 0 4 I - DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. ,j 'b' ' qq,,O P �' ' 4, - ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE. NOTED. O c0 6.10' Q , °r' -THS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. CONCRETE WALL r - 5 O� a -TH BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES n /. F.I.P.1 2° R 2 d NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. 5 CD NC. WALK ' d a d a a . a a • a �• a • d • a .: a a A a : 1 • 7.50 R • M'. d - SURVEYOR'S CERTIFICATION: 1 HEREBY CE THAT THIS I3OUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SU EPARED UNDER MY DIRECTION. THIS COMPLIES WITH APPR®VEO THE MINIMUM TECHNI STAND ET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL LAND RVSrOR'S C 61G17 -6, FLORIDA ADMINISTRATIVE CODE a a ° T PURSUANT TO 7.0 FLORIDA P TU 0 2' CONCRETE VALLEY GUTTER o ®� M M BLDG ®f ps ® SIGNED FOR THE FIRM 22' A S P H A L T P A V E M E N T su g,AE MICU U. P.S .M. No .5101 STATE OF. FLORIDA It TO COAAPLLWCL, ALL NOT D AN AUTHENTIC ItED NIC SIGNATURE AND AUTHENTICATED ELE ONIC S AND /OR THIS MA VALID WITHOUT THE SIGNATURE AND L STATE AND C ®B A� PU TH ORIGINAL SED SEAL OF A U SURVEYOR AND MAPPER TOPOGRAPHIC SURVEY N. E. ' 6th AVENUE Flood Zone: p �+ Date of Completion: 5/01/2009 Community Number: 120652 MIGUEL ESl'INOSA Date of Field Work: 4/30/2009 BENCHMARK INFORMATION Community Name: City of Miami Shores LAND SURVEYING INC Benchmark No. N -603 -R Panel: 0093 ' 5511 SW 8th STREET —SUITE 202 Property Address: Elevation: 8.05 NGVD Date of Firm Index: 03/02/1994 MIAMI, FLORIDA 33134 9322 N.E. 6 AVENUE Certified to: Firm Zone: X PHONE: (305) 262 -2992 OMAR 0. SOLIS & MARIANELLA B. SOLIS Survey: S -8304 FAX: (305) 262 -2995 MIAMI SHORES, FLORIDA 33138 Base Flood Elevation: N/A www.espinosciandsurvoying.com L.B. 6463 • •• •• • R • •• •• • • e • ••: • f LEGEND OF SURVEY ABBREVIATIONS a ;,� :•• s ' • : • : • 00 0 0 000 Jw •e ••• •• f • s •• A ARC LENGTH M MEASURED 0 0 0 • • • • • A/C AIR CONDITIONER MAINT MAINTENANCE s • • • 0 • • • ADD ADDITION MH MANHOLE e • • *00 s • • • • • • ADJ ADJACENT OR ADJOINING NO. NUMBER , AE ANCHOR EASEMENT N.T.S. NOT TO 5CALE�' ' . • ALUM. ALUMINUM O/H OVERHANG ASPH ASPHALT O.P. OPEN &RCH B/C BUILDING CORNER O.R.B. OFFICIAL RECOR05 BOOK 15CR 15ROWARD COUNTY RECORDS 015 OFFSET BLDG BUILDING O/W OVERHEAD WIRE5 BLK. BLOCK P PLAT BM BENCHMARK PAR PARCEL BNDY BOUNDARY PB PLAT BOOK BAN BACK OF WALK PC POINT OF CURVATURE C CALCULATED FCC POINT OF COMPOUND CURVATURE M I G U E L E 5 P I N 0 5 A CB CATCH BASIN PCP PERMANENT CONTROL POINT C55 CONCRETE BLOCK STRUCTURE PG PAGE CD CHORD DIRECTION PI P OINT ARKE K I CJ ALON LAND SURVEYING, INC. B GABLE JUNCTION BOX PK PARKER ALON CLF CHAIN LINK FENCE POB POINT OF BEGINNING GM CONCRETE MONUMENT F POINT OF COMMENCEMENT LAND PLANNER5 — 5URYEYOR5 CMP CORRUGATED METAL PIPE PP POWER POLE CONC. CONCRETE PRM PERMANENT REFERENCE MONUMENT CCM. CORNER PRC POINT OR REVERSE CURVE COY. COVERED PT POINT OF TANGENCY . D DEED PVMT PAVEMENT DB DEED BOOK K RADIUS OR RECORD DCR DADE COUNTY RECORDS REC RECORD D.E. DRAINAGE EASEMENT RCP REINFORCED CONCRETE PIPE DOT DEPARTMENT OF TRANSPORTATION RES RESIDENCE E/F END OF FENCE RET RETENTION 1 RETAINING E/P EDGE OF PAVEMENT RNG RANGE E/W EDG&OF WATER R/W RIGHT - OF - WAY ELEC. ELECTRIC SAN SANITARY ELEV. ELEVATION WT SOUTHERN BELL TELEPHONE ENCL ENCLOSURE SCN SCREEN EM ELECTRIC METER SE SOUTHEAST ESMT EASEMENT SEC SECTION F/C FENCE CORNER SEW SEWER F/L FENCE LINE sw SET NAIL & DISC LB #6465 FF FINISHED FLOOR 5P SCREEN PORCH FH FIRE HYDRANT SF&C SET VZ PIN & CAP r '" FIP FOUND IRON PIPE 59 STATE RO FIR FOUND IRON ROD SRC SET KEFE FN FOUND NAIL 5TA STATION: FND FOUND 5TM STORM . c ': FN&D FOUND NAIL &D15C 5 7Y STORY 10665 S.W. 190 STREET — SUITE 3210 1=1 7 FOIJ0NAIL67A5 SUED suBVmS MIAMI, FLORIDA 33157 FF&L FL}7RIDA POWER & LIGHT T TANGENT °y c � - � GAR , G'AKAGE TB TOP OF BAN --- GAW .' .GUY MARE TBM EWN0SR ARY NCH 5^ ss8 Se` HW , HEAD WALL TRANS ORM 10 - • . IDENTIFY. IDENTITY STWP IP TI3 - INV "INVERT TYP TYPICAL IR IRON ROD UE UTILITY EASE ENT �.��__ IF IRON PIPE UGD UNDERGROU _ .. L LENGTH WD WOOD LB LICENSED DUSINE55 WM WATER METER LC CHORD DISTANCE WV WATER VALVE LO LEGAL DESCRIPTION LFF LOWEST FINISHED FLOOR { ) Fax: (305) 971 -8383 LP LIGHT POLE Phone: 305 262 -2992 L5 LAND SURVEYOR _ .. ERTIFICATE OMB No. 1660 -0008 U.S. DEPAR'1'�AENTQF HOMELAND SECURITY • E L,F,YA TION C � � � • � Expires February 28. 2009 Federal Emergeneyr Management Agency ;'. " • • • • • • • • . National Flood Insurance Program IrApor*nt, R tlj in t ions on pages 1 -8. SECTION A - PRO PEW INEQMMILPN or Insurance Company Use: Al. Building Owner's Name OMAR O. SOLIS & MARIA E LLA B. SOLIS , olicy Number • • : • • • • A2. Building Street Address (including Apt., Unit, e, /of Bldg; No= or R.Or R. uto Bo> B � ompany NAIC Number 9322 N.E. 6 AVENUE 000 • • • • • ' • • City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, ToWarcal Nurinber leggy pescV�lion, etc.) LOTS 1 & 2 BLOCK 56 MIAMI SHORES SECTION NO. A41(;3; ; • • • A4. Building Use (e.g., Residential, Non - Residential Addiliois, Actesdbryy, 06)• 11"TDENTIAL A5. Latitude /Longitude: Lat. N25 °51'70.01" Long. W80 °11'13.70" Horizontal batufn: ,� NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 200 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF MIAMI SHORES 120652 1 MIAMI -DADE I FLORIDA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 7/17/95 3/2/94 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) B11. Indicate elevation datum used for BFE in Item 139: ® 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 ®No Designation Date N/A ❑ CBRS ❑ DPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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, V1430, V (with BFE), AR, AR/A,AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized #N -603 -R Vertical Datum 1929 Conversion /Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 9.73 N feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 11.53 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.70 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9.90 ® feet ❑ meters (Puerto Rico:only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9.20 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.60 ® 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments ar provided on back of form. Certifier's Name MIGUEL ES INOSA License Number 5101 1 Title P.S.M. Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Address S • 1 T SUITE 3210 City MIAMI State FL ZIP Code 33157 Signatu r Date 4 /30/2009 Telephone 305 - 262 -2992 FEMA Form 8141, February 006 See reverse side for continuation. Replaces all previous editions f� R IMPORTA In these spaces, copy the corresponding Inforfral rtZ S�c4ian A. • • For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P•O. Route N(i • • Policy Number 9322 N.E. 6 AVENUE : • • ; ; .;. City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D -SURVEYOR, ENGINEER. CO #.RCH Oif ; EFtTII:r4TIVN (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, :2) injuri3rrce a2e nticompany, 4T (3'j �iilding owner. Comments HIGHEST CROWN OF ROAD (NE 94 STREET) = 9.92' •� REAR ADDITION (UNDER CONSTRUCTION) LFF = 11:43' C2. (e) LOWEST ELEVATION - OF EQUIPMENT / MACHINERY SERVICKG TWg $UIL"NG. AIRbCQNEffJONER) = 9.90' ATTACHM S B LDING 7H �07 • � � • • � � � • • • • • Signa Date 4/30/2009 ' ®Check here if attachments C O ING ELt T N INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) I/ lox For Zones A 4 nd A (without BF omplete 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. E1. 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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 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 ❑ 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 items) 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 Local Official's Name Title Community Name' ' Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions w • • • • • • BuiEe>HAg Photographs See Instructions for Item A6. • • 000 • . • For Insurance Company Use: Building Street Address (including Apt., Ur#it,S�it$ aTldto,Bldg. N©.)EorF.Uoute and Box No. Policy Number 9322 N.E. 6 AVENUE '.' • • • • • ; ; • • City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number • If using the Elevation Certificate to obtaimAFP :ldb I'irtsuraimce, aff:( at least two building photographs below according to the instructions for Item A6. Identify all photographs with dal; t4en; "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, following. FRONT VIEW 4/30/2009 r RIGHT VIEW 4/30/2009 3 � 'r X r� 0 Y 4, M 1 ••• • oi Building:PHipt a ih : CorAictiation Page• •" ' ' For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Rodte and Mx MQ. Policy Number 9322 N.E. 6 AVENUE • ; : : • • • • City MIAMI SHORES State FL ZIP Code 33138 • • • • •' • Company NAIC Number 00 000 so 0 • • ••� If submitting more photographs than will fit on the precedjr'tg A4,�eff;x jhO•additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View' a* d . quIreg Side View" and "Left Side View." REAR VIEW 4/30/2009 -g 151 x REAR / LEFT VIEW 4/30/2009 } x Inspection Worksheet Miami Shores Village _ 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 ........... ..... - - ------------ .... . . ....... . ......... . ... . ...... . ..................... . ..... ....... - ------- ....... .... . . . ............. . ...... - - --------- - - - -- . ............ ........... .2.3 Scheduled Inspection Date: March 09, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Footing Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed ftce.� .� C /C�c�c lst � �® Failed Correction Aewrka Needed ❑ (� ®�. tL�`v� �-� �: Re-Inspection F6.t Fee c le )f No Additional Inspections can be scheduled until re-inspection fee is paid. March 06, 2009 Page 2 of 21 The following pages were originally attached to plans with the following permit # FORM 60OA -2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: M SOLIS ADDITION REVISION Builder: OWNER Address: 9322 NE 6 AV Permitting Office: MIAMI SHORES City, State: MIAMI SHORES, FL Permit Number: in�_ad-13 6 Owner: MARIANELA SOLIS Jurisdiction Number: 32600 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 24.0 kBtu/hr _ 3. Number of units, if multi - family 1 - SEER: 14.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 48.0 kBtu/hr 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (ft 3110 ft _ c. N/A _ 7. Glass typel and area: (Label reqd. by 13- 104.4.5 if not default) _ a. U- factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7 a(Sngle Default) 266.0 ft _ a. Electric Strip Cap: 14.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 266.0 ft _ b. Electric Strip Cap: 26.0 kBtu/hr _ 8. Floor types COP: 1.00 _ a. Slab -On -Grade Edge Insulation R=0.0, 274.0(p) ft _ c. N/A _ b. N/A _ c. NIA _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 1.0 gallons a. Concrete, Int Insul, Exterior R=4.1,1930.0 ft _ EF: 0.97 _ b. Concrete, Int Insul, Exterior R= 3.0,1296.0 ft _ b. Electric Resistance Cap: 60.0 gallons _ c. N/A _ EF: 0.88 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R= 30.0,1433.0 ft 15. HVAC credits b. Under Attic R= 19.0,1677.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ BF-Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Interior Sup. R= 6.0,100.0 ft MZ- C- Multizone cooling, b. Sup: Con. Rot: Con. AH: Interior Sup. R=6.0,150.0 ft _ MZ- H- Multizone heating) 0 " " • • 0000 00.00 •• • • • • 0000•• • 0000••. • 00000 • • Glass /Floor Area: 0.09 Total as -built points: 37721 P f�v7 A •QgCZ • • • • 00000 Total base points: 39070 0 00 0900' • • 00000• . •• 00000 00 000094, 1 hereby certify that the plans and spe 'cations covered by Review of the plans and : • • : • o TKE sr • this calculation are in compliance the Flo 'da Energy specifications covered by this • _ 000 Code. calculation indicates complian , •; PREPARED BY : with the Florida Energy Code. it o • `' n ° -`. n O Before construction is completed DATE this building will be inspected for I here is building, as designed, is in compliance compliance with Section 553.908 �* with t e Flo i Energy Code. Florida Statutes. 1 Y� oD OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCSB v4.5) FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 3110.0 30.53 17091.0 1.Single, Clear N 1.0 5.0 65.0 36.46 0.96 2280.0 2.Single, Clear S 1.0 6.0 80.0 66.93 0.96 5118.0 3.Single, Clear E 1.0 4.0 85.0 78.71 0.92 6138.0 4.Single, Clear W 1.0 4.0 36.0 70.53 0.92 2330.0 As -Built Total: 266.0 15866.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1930.0 2.32 4468.0 Exterior 3226.0 2.70 8710.2 2. Concrete, Int Insul, Exterior 3.0 1296.0 2.70 3499.2 Base Total: 3226.0 8710.2 As -Built Total: 3226.0 7967.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Extedor Wood 40.0 9.40 376.0 Exterior 40.0 6.40 256.0 Base Total: 40.0 256.0 As -Built Total: 40.0 376.0 CEILING TYPES Area. X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2581.0 2.80 7226.8 1. Under Attic 30.0 1433.0 2.77 X 1.00 3969.4 2. Under Attic 19.0 1677.0 3.72 X 1.00 6238.4 Base Total: 2581.0 7226.8 As -Built Total: 3110.0 10207.8 • • •••• 09000 FLOOR TYPES Area X BSPM = Points Type R -Value 0 .reel X $PM . = Point; * Slab 274.0(p) -20.0 - 5480.0 1. Slab -On -Grade Edge Insulation 0.0 27� 0 -20.00 X 5480.0 Raised 0.0 0.00 0.0 9 9 • • 9 0000 •• 9 • • • • • • 0000 9 •• •099• Base Total: - 5480.0 As -Built Total: a7A.Q, as 0 00 X0$40 INFILTRATION Area X BSPM = Points .-Apse X SPM = Points 9 • . • 3110.0 18.79 58436.9 • 311 e.0 W" • 58 43 .9 •• • • •• • • EnergyGauge® DCA Form 60OA -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 86240.9 Summer As -Built Points: 87373.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 24000btuh ,SEERtEFF(14.0) Ducts: Con(S),Con(R),Int(AH),R6.0(INS) 87374 0.33 (1.00 x 1.165 x 0.90) 0.244 1.000 7438.0 (sys 2: Central Unit 48000btuh ,SEERIEFF(13.0) Ducts: Con(S),Con(R),Int(AH),R6.0(INS) 87374 0.67 (1.00 x 1.165 x 0.90) 0.260 1.000 15879.3 86240.9 0.3250 28028.3 87373.9 1.00 1.048 0.256 1.000 23429.6 0 0 . . .... ...... •9000• 0 9.99•• •0.00• 900606 • 0000 0 ...... • 0 .... . •• 00.00 ...... . 90 90008 0 • •• •6 6006 0666•0 : so . . 0000 0000•• 0.00 • ••06. 0 s • •• • 6 0000 EnergyGauge"' DCA Form 60OA -2004R EnergyGauge®/FlaRES2004 FLRCSB v4.5 e FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 3110.0 3.60 2015.0 1.Singie, Clear N 1.0 5.0 65.0 6.03 0.99 389.0 2.Single, Clear S 1.0 6.0 80.0 4.49 1.00 359.0 Mingle, Clear E 1.0 4.0 85.0 4.77 1.02 414.0 4.Single, Clear W 1.0 4.0 36.0 5.49 1.00 197.0 As -Built Total: 266.0 1359.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1930.0 1.03 1997.5 Exterior 3226.0 0.60 1935.6 2. Concrete, Int Insul, Exterior 3.0 1296.0 1.20 1555.2 Base Total: 3226.0 1935.6 As -Built Total: 3226.0 3552.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 40.0 2.80 112.0 Exterior 40.0 1.80 72.0 Base Total: 40.0 72.0 As -Built Total: 40.0 112.0 CEILING TYPES Area X BWPM Points Type R -Value Area X WPM X WCM = Points Under Attic 2581.0 0.10 258.1 1. Under Attic 30.0 1433.0 0.10 X 1.00 143.3 2. Under Attic 19.0 1677.0 0.14X 1.00 234.8 Base Total: 2581.0 258.1 As -Built Total: 3110.0 378.1 FLOOR TYPES Area X BWPM = Points Type R -Value a Area• X WP1Vt • P&N1 Slab 274.0(p) -2.1 -575.4 1. Stab -On -Grade Edge Insulation 0.0 278.tU o * -2.10 =3?54 Raised 0.0 0.00 0.0 " "• • • • Base Total: -575.4 As -Built Total: ?.7.4,0 PS INFILTRATION Area X BWPM = Points . • � • � • • • • • = Pointy .�rea.x WPNJ . . . .... ..... 3110.0 -0.06 -186.6 • 3119.0 •' 86.6 MMMMUME" •• • • •• • • EnergyGauge® DCA Form 60OA -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 3518.7 Winter As -Built Points: 4639.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 14000 btuh ,EFF(I.0) Ducts :Con(S),Con(R),Int(AH),R6.0 4639.8 0.350 (1.000 x 1.137 x 0.91) 1.000 1.000 1680.2 (sys 2: Electric Strip 26000 btuh ,EFF(l.0) Ducts :Con(S),Con(R),Int(AH),R6.0 4639.8 0.650 (1.000 x 1.137 x 0.91) 1.000 1.000 3120.5 3518.7 0.5540 1949.4 4639.8 1.00 1.035 1.000 1.000 4800.7 0000 . . 0000 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 00 00 0000 000000 : 00 : * 0.. 0 0000 0 000 000 . . 000000 .. . . 00 0 0 . 0 EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®IFIaRES'2004 FLRCSB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2273.00 9092.0 1.0 0.97 4 0.02 2155.83 1.00 141.4 60.0 0.88 4 0.98 2376.32 1.00 9349.4 As -Built Total: 9490.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 28028 1949 9092 39070 1 23430 4801 9491 37721 PASS •i•••• • iii••• a • •• •• •••• •••i•• • e • EnergyGaugelm DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 • FORM 60OA -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEOK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 pfirtscift window area; .5 c1m/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate . Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1. ABC. 1.2.3 Between walls & ceilings; penetrations of ceiling plane of 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 p enetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 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 rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electric or cutoff as must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 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 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mesgarncaily + 000 attached, sealed, insulated, and installed in accordance with�th a Aeria of Sec•tior: 610. ••••e Ducts in unconditioned attics: R-6 min. insulation. • • • `• • HVAC Controls 607.1 Separate readily accessible manual or automatic thermostatfQrAwb s stem. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 be*4114es. +• + '�"; Common ceiling & floors R -11. 0*000 0 i e • • 0 • • • • • 000000 • •• 0000 •• •• ••++ 000000 • 0000•• • • • • • • • • 0000 0000•9 • • • • ••+• • • • • • 0000•+ •• • • •• • • • • • EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 e ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.6 The higher the score, the more efficient the home. MARIANELA SOLIS, 9322 NE 6 AV, MIAMI SHORES, FL, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 24.0 kBtu/hr _ 3. Number of units, if multi - family 1 - SEER. 14.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 48.0 kBtu/hr 5. Is this a worst case? No SEER 13.00 _ 6. Conditioned floor area (ft 3110 ft _ c. N/A _ 7. Glass type and area (Label reqd. by 13- 104.4.5 if not default) _ a. U- factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7 a(Sngle Default) 266.0 ft _ a. Electric Strip Cap: 14.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 266.0 ft _ b. Electric Strip Cap: 26.0 kBtu/hr _ 8. FlOor types COP: 1.00 _ a. Slab -On -Grade Edge Insulation R=0.0, 274.0(p) ft _ c. N/A b. NIA _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 1.0 gallons _ a. Concrete, Int Insul, Exterior R= 4.1,1930.0 ft _ EF: 0.97 _ b. Concrete, Int Insul, Exterior R= 3.0,1296.0 ft _ b. Electric Resistance Cap: 60.0 gallons _ c. N/A _ EF: 0.88 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R= 30.0,1433.0 ft _ 15. HVAC credits _ b. Under Attic R= 19.0,1677.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, C. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH. Interior Sup. R= 6.0,100.0 ft _ MZ- C- Multizone cooling, b. Sup: Con. Ret: Con. AH: Interior Sup. R=6.0,150.0 ft _ MZ- H- Multizone heating) a "" 0 • • •••• •••••• •• • • • •• I certify that this home has complied with the Florida Energy Efficiency Code For Building 0 00 0 0 0 0 * 0 : Construction through the above energy saving features which will be installed (or exceeded) •0000 • .yo��T9T� in this home before final inspection. Otherwise, a new EPL Display Card will be completed ", ° = "`• based on installed Code compliant features. Builder Signature: Date• • 0 • • �. � • • % • • Address of New Home: City/FL Zip: • • ; o �s`��` * *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStar' your home may qual6 for energy efficiency mortgage (EEA4) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass ou on ages 2 &4. PY( rgyGauge® (Version: FTRCSB v4.5) .dr CONDE ARCHITECT PA Project : MARIANELA SOLIS File : 2008 -016 Subject : WALLS & ROOF Date : 11/19/2008 Location : 9322 NE 6 AV MIAMI FL Eng. : RC Deslan Wind Pressure, P. Equation 6 -22 (ASCE 7-02) Design wind pressures and forces are determined per equations given in section 6.5.12 System Type Structure Type Equation Components and Low -Rise Buildings p : qh- [(GCp) - (GCpi)] Cladding and Buildings with qh : at mean roof height h <= 60 ft GCp : given in Figure 6 -11, 6 -12 Gabled, Hipped and GCpi : given in Figure 6 -5 Stepped Roofs Velocity Pressure Calculations all • • «r 0000 ..' 0 *0 _�'.. 02 • • Velocity pressure qh is calculated in accordance with section 6.5. 10 + ± 0 • • 00.00 qh = Velocity pressure @ mean roof height (h) , ' 0 (EV. 9-15) qh = Constant • Kh • Kzt • Kd • V """ qh = Velocity pressure @ mean roof height (h) • • 0 000 0 ... . • . . •0000• 00 • 0• . • • Where: Constant = Numerical constant • "'(Section C6.5.10) _ % • [ ( Air density lb/ cu ft) / ( 32.2 ft(s )] [( mi/h )( 5280 ft/mi) (1 hr /3600 S )] 2 = 0.00256 e4 Mean Sea Level = 0.00 It Air Density @ MSL = 0.0765 lb/cu ft (Table C6-1) Category = II (Table 1 -1) Importance Factor = 1.00 (Table 6-1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6-2) Zg = 900.00 ft (Table 6-2) PERMIT a in p ed = 146.00 mph (Figure 6-1) ht = 22.00 ft Miami Shores Village APPROVED BY DATE ZONING DEPT ; :_, t! �� , R.A. REG 9 AR 0010924 BLDG DEPT t NW 82 AVENUE FL 331-? SU9JECT To COMPUANCE WITH ALL FEDERAL F AX STATE AND COUNTY RULES AND REGULATIONS Pagel CONDE ARCHITECT PA Project : MARIANELA SOLIS File : 2008 -016 Subject : WALLS & ROOF Date : 11/19/2008 Location : 9322 NE 6 AV MIAMI FL Eng. : RC Velocity Pressure Calculations, az (Cont.) Where: Kh = Velocity pressure coefficient @ height z (Eq. C6-3a) = 2.01 -( Z/Zg) ^ (2/Alpha) for 15 ft <= Z <= Zg (Eq. C6-3b) = 2.01 • (15 /Zg) " (2/Alpha) for Z < 15 ft = 0.92 Kzt = Topographic factor obtained from Fig. 6-4 = (1 +K1•K2 -K3) Kzt @ h = 1.00 Topography = None 0.00.9 . . . • Kd = Wind directionality factor obtaine4 fp Table 6;4 : 0•*0• = 1.00 .... : .... .. i. ..... � qh = 50.21 (psf) ...... • • •.. .... . ...... Internal Pressure Coefficlent, GCpi, Figure 6 -5 • • .. . 0 00 0 0 0 . . The internal pressure coefficients are given in Figure 6-5 00 0 f E to r I ssifi ion GC i+ G Pi- Ri C i+ i- n nclosed Buildings 0.18 -0.18 1.00 0.18 -0.18 y r .` -47:a: OE, FLA. AR 4 AVENUE I&M FL 23122 ma F) FAX "?mm, Page 2 CONDE ARCHITECT PA Project MARIANELA SOLIS File : 2008-016 Subject WALLS & ROOF Date : 11/191200E Location : 9322 NE 6 AV MIAMI FL Eng. : RC External Pressure Coefficlent. GCo, Figure 641 and Figure 6 -12 The pressure force coefficient are given in Figure 6-19 and Figure 6-92 Zone Area Angle GCp+ GCp- GCp ( scl. ft. d R.O. 1 130.00 14.04 0.30 -0.80 - 2 130.00 14.04 0.30 -1.20 -2.20 3 130.00 14.04 0.30 -2.00 -2.50 4 20.00 All 0.95 -1.05 - 5 20.00 All 0.95 1 -1.29 - Design Wind Pressure. o. Equation 6 -22 Design wind pressures and forces are determined per equations given in section 6.5.12 Values of external and internal pressures shall be combined algebraically 00.00• Zone h GCp+ GCp- GCpi+ GCpi- 1+ p2+ • 2 q p p P p p i p ; s s s • • '. 1 50.21 0.30 -0.80 0.18 -0.18 10.00 24.10 -��.�_ • -31.13 2 50.21 0.30 -1.20 0.18 -0.18 10.00 24.10 - 6$..29. -51.2 :•..•: 3 50.21 0.30 -2.00 0.18 -0.18 10.00 24.10 -V 46 • -91.89 4 50.21 0.95 -1.05 0.18 -0.18 38.51 56.58 -43.53 � " • . 5 50.21 0.95 -1.29 0.18 -0.18 38.51 56.58 --7-4.-0-0- -5511 • :. " "' 0000.. p1+ uses GCp+ and GCpi+ p1- uses GCp- and GCpi+ �: •: ' • a p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- � 0000 ' . . • • *s* • . . • . 0000.. Roof overhan wind Dressures 00 ' . • • • • Zone qh GCp- p (R.O.) •' • s R.O. 1 - - - 2 50.21 -2.20 - 110.47 3 50.21 -2.50 - 125.53 AR GO I W24 ' MN 82-AVENUE S, R 4 Page 3 CONDE ARCHITECT PA BeamChek v2007 licensed to. Jose Conde Reg # 2009 -2650 MARIANELA SOLIS EXIST. TB REINF. ST -B Date: 11/24/08 Selection PL 8x 318 36 ksi steel flitch plate(s) Top Load Only + Full Lat. Bracing Conditfons Actual Size is 318 x 9 in. each, plus 2x wood sistered ea. side Wood Bearing Area R1= 9.3 in R2= 9.3 in' (1.0) DL Defl= 0.05 in Da ta Beam Span 7.5 ft Reaction 1 LL 2025 # Reaction 2 LL 2025 # Beam Wt per ft 18.22 # Reaction 1 TL 3781 # Reaction 2 TL 3781 # Bm Wt Included 137 # Maximum V 3781 # Max Moment 7089'# Max V (Reduced) N/A TL Max Defl L / 240 TL Actual Dell L / 830 LL Max Dell L / 360 LL Actual Dell L / >1000 Atbibutes Section in Shear in TL Dell in LL Dell Actual 5.06 3.38 0.11 0.06 Critical 3.58 0.26 0.38 0.25 Status OK OK OK OK Ratio 71% 8% 29% 23% Fb si Fv i E i x mil Fc (psi Values Ref. Value Fy 36000 36000 29.0 405 • Adjusted Values 23760 14400 29.0 Wood Default . • • • • • • 0000.. Adiusbnents YP Factor, Lc 0.66 0.40 • • • .. • • • . 00000. . . 0000.. • 0000 0000.. • 0000. 0000.. 00 00 . .000.0 .0000• • Loads Uniform LL: 540 Uniform TL: 990 = A 0000 0000:0 0000 .. 0* of Uniform Load A 0 R1 = 3781 R2 = 3781 SPAN = 7.5 FT Uniform and partial uniform loads are Ibs per lineal ft. o eordL�� • FL BM CONCRETE FLOOR BEAM CONTINUOUS, UNIFORMLY LOADED FBC 2004 M(max) =WU8 OWNER: MARIANELA SOLIS ADDRESS MIAMI FL 0 FLOOR LOADS: SIDE 1 SIDE 2 BEAM DATA BS ARCHrrECrrA. FLOORING: 16.00 16.00 PSF AA 0002998 SLAB(OR FRAME): 20.00 20.00 PSF CEILING: 5.00 5.00 PSF OTHERS: 2.00 2.00 PSF d TOTAL FLOOR DEAD LOAD: 43.00 43.00 PSF FLOOR LIVE LOAD: 40.00 40.00 PSF As FLOOR TOTAL LOAD 83.00 83.00 PSF ° b BEAM DEAD LOAD: 0.54 KLF BEAM SELF WEIGHT(15 %): 0.16 KLF CONCRETE COMP. STRENGTH(fc): 3000 PSI BEAM OTHER DEAD LOAD: 1.20 KLF REINF. STEEL YIELD STRENGTH(fy): 60000 PSI BEAM TOTAL DEAD LOAD {DL): 1.89 KLF BEAM MAIN SPANW: ; 7.5 FT BEAM TOTAL LIVE LOAD(I-Q: 0.50 KLF SIDE 1 TRIBUTARY WIDTH: 0.5 FT BEAM TOTAL LOAD(i 2.39 KLF SIDE 2 TRIBUTARY WIDTH: 12 FT CONC. REINF. COVER: 1.5 IN BEAM TOTAL FACTORED LOAD: PROPOSED BEAM WIDTH(b): 8 IN : •., :, (U =1.2 DL +1.6 LL) 3.07 KLF MINIMUN HEIGHT: U16 > =12: t.0% IN 5.625 " "� • PROPOSED HEIGHT(d +2.5): *12 'I *', ', • 0.000• , • , •• 0.000• MOMENT(M =WU8): 16.83 FT -K Mu(Max) ij *00000 • • • :• ••fir :; �..••: MAX. FACTORED MOM. (Mu): 21.60 FT -K Vu =, 11'.x' , •: ;;.�;.•.,,•,,.;;;;;:: .• _ MAX. FACTORED SHEAR(Vu): 11.52 KIPS � • • • • • • • , .,, •, REDUCTION FACTOR(0)= 0.90 . • • • • • : • 0 0 0 • , , • STEEL CALCULATION: CHECK BEAM FOR RESISTING MOMEA41 i • , • Rn= Mu/i/b *d ^2= 398.86 a= As*fy * /0.85feb= :2.59 aV • 0000 0000 :• p= (0.85B'*fctfy)(1- (1- (2Rn/0 85fc 0.0073 Max permisible Moment: , 0 • • •4 As= p *b *d= "< 0.55 IN2 Mu= O*As*fy(d -a/2)= 3a„50 i�T -K �. • • • Max. p= 0.016035 Max. As= 1.22 IN2 • • • Min. p= 0.003333 Min. As= 0.25 IN2 • • .• PROPOSED As= 0.88 IN2 'OK CHECK BEAM FOR DEFLECTION: SHEAR ANALISIS: Def= 3.4WL"3/384Ecle Max. Shear (Vu)= 11.52 KIPS Max. Deflect. Allowed: U360= 0.25 IN Concrete Shear Stress:(Vc)= 8.33 KIPS fr= 7.5(fc) ".5= 410.7919 Max. Shear allowed without stirrur 3.54 KIPS STIR REQ .` Moment of inertia (Ig) =bh "3/12= 1,152.0 IN4 Theoretical Stirrups spacing(#3): 23.99 IN Cracking moment,Mcr /yt= 6.57 FT -K Maximun stirrups spacing(#3): 33.00 IN Maximun stir. spacing allowed: 5.00 IN Cracked M.of I. (Icr)= be3/3 +nAs(d -x)^2= 408.6 IN4 USE #3 STIRR. @ t; IN Effective M. of 1. (le)= 452.9 IN4 Concrete Modulus of Elast.(Ec) 3122.019 KSI STEEL(IN2): Total load =W= 17.95 KIPS Neg. Reinf 0:88. ; n Deflection of Beam: 0.08 IN 10I roc WU16 WU10 WU8 LL WU10 WU16 Pos. Reinf � ., -� I #W+ ., MAIN SPAN SHORT SPAN 7.5 R W Mu= 10.80 17.28 21.60 17.28 10.80 Rn= 199.43 319.09 398.86 319.09 199.43 P = 0.0035 0.0057 0.0073 0.0057 0.0035 As= 0.26 0.43 0.55 0.43 0.26 Prop. As= 0.88 0.88 0.88 0.88 0.88 a= 2.59 2.59 2.59 2.59 2.59 Resist. Mu 32.50 32.50 32.50 32.50 32.50 / ?, As OK As OK As OK As 0K- a A FAX ( 1 5 7%JU 3521 NW 82ND AVENUE MIAMI FL 33122 TEL 305 594 0686 FAX 305 5940998 r Form A -ALP Projec M SOLIS ADDITION Date 0.98% 1% Heat db Heat RH Cool db Coot RH P.W. City: MIAMI FL 11123/2008 50 90 70 75 55% Average Form A For The Average Load Procedure — Manual J, Eighth Edition 1 Name of Room Entire House 2 Running Feet, Exposed Watts and Partition Wails Gross Exp. Wall and Part Area 1610 1610 3 Average Exposed Wall and Partition Heights Net Exposed Watt Area 1483 4 Room Dimensions (L&W) Floor Plan Area 1058 8 Calling Slope Gross and Net Exp. Calling Are 1058 1058 Component Heat Loss and Gain Construction Panel HTM HTM Net Area Btuh Bhrh Stull Number Faces Heat Loss Had Gain or Length Healing $-Cooling L- Cooling 9a Windows and a Glass Doors b c Total SgFt 127 d 1A North 21.6 25.6 45.0 972 1151 ae Total H -Btuh 2743 a 1A South 21.6 22.8 64.0 1382 1458 Total GBtuh 4181 f 9 h 1' k East 21.6 87.3 18.0 389 1572 e. t 8b Skylights a • Total SgFt b • • • ****a* Total H -Btuh c • • • • • • •• • Total GBtuh d • • • • • • • 7 wood and Metal Doors a • • ••.••• Total SgFt b • • � • • •• ••••• Total H -Btuh c • • • ••••• Total GBtuh tl • • • • • • • 8 Above Grade Walls and a 13A -4oc 2.9 2.8 1483 4241 10-91 • • • • • • • Partitions b • • • c • • Gross SgFt 1610 d • • • • • Net SgFt 1483 a • • • • • Total H -Btuh 4241 f • Total C-Btuh 4093 g h I 1 Part. k Part. I Part. 9 Below Grade waits a Gross SgFt b Total H -Btuh c d 10 Ceilings a 16 &30 0.6 1.7 529 339 914 Gross SgFt 1068 b 16 &19 1.0 1.0 529 529 529 Net SgFt 1058 c Total H-Btuh 888 d Total GBtuh 1443 e f 11a Passive Floors a 22A -ph 27.2 92 2499 Gross SgFt b Total H-Btuh 2499 c Total GBtuh d Part. e Part 11b Radiant Floors a (( Gross SgFt b Total H -Btuh Total GBtuh d Part. e I Part. Page 1 of 2 ' Form J1 -ALP 12 hrflltratlon Heat Loss ACH 0.500 1600 Stull WAR 1600 Sensible Clain ACH 0.250 600 Stuh 1.00 600 Latent Gain ACH 0.250 1261 Stull 1261 13 Internal Gains a Occupants at 230 and 200 Btuh 4 920 800 Total SC -Btuh 2554.6 b Appliance Scenario No data Total LC -Btuh 800 c Appliance Scenario Adjustments d Individual Appliances 1635 e Plants 14 Sub Totals Sam Lines 0 Through 11A + line 12 + line 13 11951 12871 2061 15 Duct Loss or Clain ELF -Loss and ELF -Gain 0.160 0.340 1912 4376 Latent Gain 5670 16 Ventilation Lose or Clain Vent CFM = Exh CFM = 17 Whiter Humidification Loss GalrDay - 18 Hot Water Piping Loss 19 Blower Had Bain 20 AED Excursion (blank cell - no mQuatment required) 21 Total Loss or (lain For ALP Sian Lines 11b+ lines 14 Through 201 13863 17248 7731 Avergas Load Procedure Supply db - Room db (Head -70 Had Gain SHR - 0.69 Approximate Supply CFM - -180 922 Supply db - Room db (Coot 17 Floor Area (SgFt) - 1058 Total Tons - 2.08 SgFt / Ton - 508 HF - CF- Supply CFM For Blower To Be Installed - Form J1 For The Average Load Procedure - Manual J, Eighth Edition • • • • 0000•• • • • • 0000•• • 00 . 00 • •• • • 0000•• 0000•• • • • 0000 • • 0000•• 0000 00 0* 0000• 0000•• • • • • - • • 0000•• 0000• •• •• • 0000•• • • 0000 • • • 0000•• • • 0000 •• • •• • 0000 «r ;'1r Page 2 of 2 FORM 60OA -2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: M SOLIS ADDITION Builder: Address: 9322 NE 6 AV Permitting Office: City, State: MIAMI SHORES, FL Permit Number: Owner: MARIANELA SOLIS Jurisdiction Number: Climate Zone: South 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 24.0 kBtu/hr - 3. Number of units, if multi - family 1 - 0 SEER 14.00 - 4. Number of Bedrooms 2 _ b. N/A • • : • • • • • • • • 5. Is this a worst case? No • : • • • 0 6. Conditioned floor area (ft 1058 ft - c. N/A 0::0.: • • • • 000 7. Glass typel and area: (Label reqd. by 13- 104.4.5 if not default) • • • • • • • • 0... a - a. U-factor: Description Area 13. Heating systems *0000 • • 0 • : • • (or Single or Double DEFAULT) 7a(Sngle Default) 127.0 ft _ a. Electric Strip 0000 CV. 14.t kBtuM - • • • b. SHGC: 00 i•••Wp: 1.0156 Soo •••:� •• •• • • (or Clear or Tint DEFAULT) 7b. (Clear) 127.0 ft - b. N/ • • • • • • • • 8. Floor types • • • • • • .••. 0000 - •• a. Slab -On -Grade Edge Insulation R=0.0, 92.0(p) ft - c. N/A • 0 0000 0 • - • b. NIA • 0 •0060• c. N/A _ 14. Hot water systems • • • • 9. Wall types a. Electric Resistance Cap: 1.0 gallons - a. Concrete, Ext Insul, Exterior R= 4.1,1610.0 ft _ EF: 0.97 - b. N/A - b. N/A _ c. N/A _ d. N/A _ c. Conservation credits -_ e. N/A - (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 529.0 ft 15. HVAC credits - b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A - HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Interior Sup. R= 6.0,100.0 ft MZ- C- Multizone cooling, b. N/A _ MZ- H- Multizone heating) Glass /Floor Area: 0.12 Total as -built points: 12839 PASS Total b points: 14995 I hereby certify that the p ns co d b Review of the plans and 'URE ST this calculation are in co lorid specifications covered by this Code.L t� o,s. Tim � calculation indicates compliance PREPARED BY: FAx mm with the Florida Energy Code. &I DATE Before construction is completed this building will be inspected for o 1 hereby certify that this b ding, as designed, is in compliance compliance with Section 553.908 �* with the Florida Energy Code. Florida Statutes. we OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCSB v4.5) FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AY, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 1058.0 30.53 5814.0 1.Single, Clear N 1.0 5.0 45.0 36.46. 0.96 1579.0 0000.0 2.Single, Clear S 1.0 6.0 064.0 • • 66.930 0.96 •1084.© 3.8ingle, Clear E 1.0 4.0 te.0 • 78.71: • • O 1299.9 0000•• • •• 0000• • As -Built Total: �iT" ' :6673.0 • • • • • WALL TYPES Area X BSPM = Points Type R -Value • Wr6a X S VM0' = 1: olAf Adjacent 0.0 0.00 0.0 1. Concrete, Ext Insul, Exterior 4.1 1E3'Ib.Q' 1.43 719�G$ Exterior 1610.0 2.70 4347.0 • • 0000 0000• Base Total: 1610.0 4347.0 As -Built Total: 1610,9 0 6 6 • • ES4.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 529.0 2.80 1481.2 1. Under Attic 30.0 529.0 2.77 X 1.00 1465.3 Base Total: 529.0 1481.2 As -Built Total: 529.0 1465.3 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 92.0(p) -20.0 - 1840.0 1. Slab-0n -Grade Edge Insulation 0.0 92.0(p) -20.00 - 1840.0 Raised 0.0 0.00 0.0 Base Total: - 1840.0 As -Built Total: 92.0 4840.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1058.0 18.79 19879.8 1058.0 18.79 19879.8 EnergyGauge® DCA Form 60OA -2004R EnergyGouge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 29682.0 Summer As -Built Points: 28771.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 0000•• (sys 1: Central Unit 24000btuh ,SEERIEFF(14.0) Ducts:Con(Sr(!on(M,lnt(AHrm o(IN §) • 28771 1.00 0.00 x 1.165 x 0.90) 11.24$. • 1 7347.8 • • 29682.0 0.3250 9646.7 28771.4 1.00 1.048 0'24*' 1.000 7347A. 0000 0000 0000. . . 0000... . . 0000. • • 0000.• 00 as • 0806•. 6..•.• . . 0000 00004. 0000 . . 80000• •• . . 6 • . 6 .• EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AY, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1058.0 3.60 686.0 1.Single, Clear N 1.0 5.0 45.0 6.03, Q.99 269.0 2.Single, Clear S 1.0 6.0 •64.0 • 4.49: 110 •26 3.Single, Clear E 1.0 4.0 * 1166 : 4.77• • 4.02 8 • • • • •••••• • •• ••••• • As -Built Total: M i lo* • WALL TYPES Area X BWPM = Points Type R Value 'APofa X W f`M "= PbW Adjacent 0.0 0.00 0.0 1. Concrete, Ext Insul, Exterior 4.1 18160- 6.44 .. •9®0.# - Exterior 1610.0 0.60 966.0 • • • • • • • • • • •••• ••••• Base Total: 1610.0 966.0 As -Built Total: 1 10.9 • - - - : 7o(i.` DOOR TYPES Area X BWPM = Points Type Area X WAft = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 529.0 0.10 52.9 1. Under Attic 30.0 529.0 0.10 X 1.00 52.9 Base Total: 529.0 52.9 As -Built Total: 529.0 52.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 92.0(p) -2.1 -193.2 1. Slab -On -Grade Edge Insulation 0.0 92.0(p) -2.10 -193.2 Raised 0.0 0.00 0.0 Base Total: -193.2 As -Built Total: 92.0 -193.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1058.0 -0.06 -63.5 1058.0 -0.06 -63.5 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 1448.2 Winter As -Built Points: 1139.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 0000•• (sys 1: Electric Strip 14000 btuh ,EFF(1.0) Ducts:Con(",CoA(R),lntfq,M.0 • 1139.6 1.000 (1.000 x 1.137 x 0.91)1!00(3; • • 1.!100 0 117W • • 1448.2 0.5540 802.3 1139.6 1.00 1.035 1 ON& 0 1.000 117PA 0 .... .. •0 000•0 ...... . . 00000 00 • • •000.9 00 000.09 • . . 0000 .0000• •00• .. •0000• 00 0 • • 00 EnergyGaugeTM' DCA Form 60OA -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA -2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details F AIDDRES& 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2273.00 4546.0 1.0 0.97 2 1.00 2155.83 1.QQ 4311.7 • • • 00000 As -Built Total: • • : e • • 4311R • •00.00 • • • CODE COMPLIANCE STATUS '0.00' 00 •00000 . . 00.00 BASE A "UILT •• • • • Cooling + Heating + Hot Water = Total Cooling + Heating tt Water • • _ 0 Totpl •. • Points Points Points Points Points Points • • Points . • •, •, Poin 9647 802 4546 14995 7348 1179 4312 12839 PAS S llll/ t� EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge8/FlaRES'2004 FLRCSB v4.5 1 . FORM 60OA -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details F ADDRES& 9322 NE 6 AV, MIAMI SHORES, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sci.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. • • Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss pr ior plembefs. ***s EXCEPTION: Frame floors where a continuous infiltration barh8r is Installed Nt (%.sealed '. to the perimeter, penetrations and seams. 00'; 00 ' " 0000 ' Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top"o r, around shafts, chases, : • • • • soffits, chimneys, cabinets sealed to continuous air barrier, gVIN gyp board J-1:21 plate; attic access. EXCEPTION: Frame ceilings where a continugpl jt}t#Wtion bWder 11 . • 0 • installed that is sealed at the rimeter, at penetrations and "Sro� :0000' .... Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or nonolCtated, installedinside a • sealed box with 1/2" clearance & 3" from insulation; or Type ;C rated with <,?H! efir from • • • • � • conditioned space, tested. • • 0006 • • Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. " ' 0 • • ' a .• Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters complyy'wA NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or clearly marked cir breaker electric or cutoff as must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 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 efficien of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge"m DCA Form 60OA -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.6 The higher the score, the more efficient the home. MARIANELA SOLIS, 9322 NE 6 AV, MIAMI SHORES, FL, 1. New construction or existing Addition — 12. Cooling systems 2. Single family or multi- family Single family — a. Central Unit Cap: 24.0 kBtu/hr — 3. Number of units, if multi- family 1 — • SEUnR: 14.00 — 4. Number of Bedrooms 2 — b. N/A • • : • • • • • • • • • • • 5. Is this a worst case? No _ • •' i • • • _• 6. Conditioned floor area (ft 1058 ft — c. N/A • • °: • • : • • • • •. • •: • 7. Glass type I and area: (Label regd. by 13- 104.4.5 if not default) • • • • • • • • • a. U- factor: • eN • • Description Area 13. Heating systems • • • • • • • • • i • • (or Single or Double DEFAULT) 7a(Sngle Default) 127.0 ft — a. Electric Strip b. SHGC: * * V o : :"4.01f 1.00' • • • • or Clear or Tint DEFAULT 7b. 00 ' ° ° ° ° ° "' ( ) (Clear)127.0 ft — b. NJA 8. Floor types • •.� • • ••r••• • . • • a. Slab - On - Grade Edge Insulation R=0.0, • ••• .O, 92.0(p) ft _ c. N/A • • _ b. N/A _ i ••• •••• i••••i 00 c. N/A — 14. Hot water systems • ° • • • 9. Wall types a. Electric Resistance Cap: 1.0 gallons — a. Concrete, Ext Insul, Exterior R= 4.1,1610.0 ft _ EF: 0.97 _ b. NIA _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A — (HR-Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat Pump) a. Under Attic R =30.0, 529.0 ft _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A — HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Con. Rot: Con. AH: Interior Sup. R= 6.0,100.0 ft _ MZ-C- Multizone cooling, b. N/A — MZ- H- Multizone heating) 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 exceeded) o�� TB in this home before final inspection. Otherwise, a new EPL Display Card ' e co leted based on installed Code compliant f es. 'air Builder Signature: jam` Date: Address of New Home: City/FL Zip: �coD wB' *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. if your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'designation), your home may qualijy for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec. uccf edu for information and a list of certified Raters. For information about Florida's Energy Efflciency Cod Itil RA Construction, contact the Department of Community Affairs at 8501487 -1824. R OD t 4 A 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass o on ages 2 &4. R_ 22 lJnergyGauge® (Version: F RCS�B v4.5) M-A Lot -3 Q Block - 56 N / T H ;- . V - - 5 R2 n P1/LP � • t ? t r r r j rC j t: ;� +`' }•i P wm�m 127.50' (R) �E (M) P12P IS.DO' 6 'wF —i —i— i —/ 2R7S' wnvarrn ALLEY Skew 37.50' Pavers 03 .BS r r.`• i ,v, _ Q `D h �� O !• 4 ' .. - s' .�:� .�4Qt h:.3 I't IJ _ .-/ aF '.3 'r k. ••� « i . • p 5.70' ti 771e o Grass ( { N ` r Grass a s•- rt h . ' • '• "' $ 'r V .50 '3 �(• r s1` �+ C I i • ' •� • '. 27.08 • •: . N ` '�•w ,fit. Me a 2240' 25.00' ... • ly F— 54 : fom5. •'! • 'n Grass a ~ ' .i.' •• �I. : i '� : y ~ f: � ., ,}DJ�s�, fU (.' . .. ... . .. . u • r J 4 •Q L 90 •' 9 v�' L70 ' 1 0 Paver Drivewa o *. •. o Pavers 0 4 ! J _. y .. i.• ONE STORY H '% ro I 3 ~,: o RES. # 9322: . •4� �y'. o F.F.E.= 10.93'NGVD 2• y M �• � Lot-2 ~ I 126 7 8.47' F.F.E.1.53'NGVD Z87' ' 1.3 1 7 P •• -: ,�y GAR =9.37' NGVD 3.75 p Grass Lot -23 Block - 56 h p 8p• 9 a v �• 7,. _ ' nk .29 9 0 LOCATION .MA P of Lot-1 r4 I &40' 0 15.37' °• 14.28' _ �ti� ' • �° 2'PL CERTIFICATION: _ o yqe O• 5©G /s ;�s AIVC469 A 6' CBS Watt « N Grass ' •; .' O Pavers 100, � Grass q ry r'1 Graw b vS i. '••. 23.0$ 76' r � 2 P1 All' �q0 �O •. : . j df Grass 6.10 M 2'Pt 61 CBS wall r t : NOTES: - ELEVATIONS SHOWN ARE BASED ON N.C.V.D. ALLEY iRSr n - PROPERTY DESCRIPTION SHOWN HEREON IS AS FURNISHED AND SAID LANDS HAVE NOT .. '.. ,.... %.. i :.•; .., $LT t ( . <' ; • •: s .: « •,. t `• .' �. i p ;, . • t BEENABSTRACTED FOR RIGHTS-OF-WAY �• •`. :•,•'. •,' •;: .•• � 6' Grass PwB a y +..•:� ,N � y•, ti � ;•.4�; .�• "•' AND /OR EASEMENTS OF RECORDS. • - BEARINGS ARE BASED ON THE PLAT OF •- 0 A vAcb.z v.10 47 0 ADE COUNTY, FLORI A. 0 h NE 6 th AVE. — — — — — — — — — — — FLOOD ZONE INFORMATION (22'AW&* Pan) ADDRESS: 93ZZ �(/� to �'AU� • ,c� /A / ,ees . �� 3�/3B CDiYIMUNdTYNUMBER PANEL NUMBER SUFFIX DATE OF FIRMINDEX F BASE FLOOD ELEVATION r /ao 6.52 0 93 T • 3 G r �` X ��• LEGAL DESCRIPTION. CERTIFICATION: BOUNDARY SURVEY MIGUEL ESPINOSSA LAND SURVEYING LOT I 2 BLOCK �° OF �f�AAyA' ` + I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY B ff FOR THE FIRM PREP FOR : �'e �• V4 15 5511 S.W. 8 Stteet Suit 202 �f'G /oAy A�o. Z ACCORDING TO THE PLAT REPRESENTSA TRUEAND CORRECTSURVEYRECENTLY i9��.lIFLL� B • MIOIriI, FlOi�da 33134 MADE UNDER MY DIRECTIONAND THAT IT IS IN Phone (305) 262 -2992 THERE OFAS RECORDED INPLAT BOOK /O A DATE: AT PAGE -yr OF THE PUBLIC RECORDS OF COMPLIANCE WITH THE MINIMUM TECHINICAL STANDARDS JOB No: $. $•3 fN( (3l) 262 -2995 , L.B. 6463 SET FORTHBYTHEFLORIDABOA "OFLANDSURVEYORS �`°°" DADE COUNTY, FLORIDA. PERSUANT TO SECTION 472.027 FLORIDA STATUE& SCALE 1.20 •COM # _ 'N U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency EXDires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Us e: Al. Building Owner's Name OMAR O. SOLIS & MARIANELLA B. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 9322 NE 6 t6 AVE. City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1 &2 BLOCK 56 "MIAMI SHORES" SECTION No. 2 PB. 10 PG. 37 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. N.25 51'696" Long. W.80 11' 128" Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0.90 sq ft a) Square footage of attached garage 247 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 3 walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 384 sq in c) Total net area of flood openings in A9.b //A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State DADECO UNINC & ING AREAS / 120652 MIAMI -DADE FLORIDA 134. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 7/17/95 3/02/94 X N/A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: N NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? E]Yes NNo Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N 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, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized N -603 -R Vertical Datum 1929 Conversion /Comments Check the measurement used. a) Top of bottom flow (including basement, crawl space, or enclosure floor)_ 10 .93 N feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 11 .53 N feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9.37 N feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9 .32 N feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 2_08 N feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.90 N 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 punishabie by fine or imprisonment under 18 U. S. Code, Section 1000. N Check here if comments are provided on back of form. Certifier's Name MIGUEL ES 1 INOSA License Number 5101 Title P.S.M. Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Address 5 1 W. 8 TR T UITE 202 City MIAMI State FL ZIP Code 33134 Signatur Date 2/26/2008 Telephone (305)262 2992 IMPORTANT: In these spaces, copy the corresponding infonnation 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. Policy Number 9322 NE 6 1h AVE. 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 CROWN OF ROAD = 9.58 FT. Sigma Date 2/26/2008 ❑ 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. E1. 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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 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 ❑ 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 Rem(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 Local Official's Name Title Community Name Telephone Signature Date Comments 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. Policy Number 9322 NE 6`" AVE. City MIAMI SHORESI State FL ZIP Code 33138 Company NAlCNumber 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, following. FRONT VIEW 2/26/2008 REAR VIEW 2/26/2008 a "bt 4 e AW v y- �, - � , .� , tea ..wv -« i Engineering Cover Sheet Job# 08121602 Date: 1/1312009 This cover sheet is provided as per Florida Statute 6 G15- 31.003 in lieu of.signing and sealing owh individual sheet. An Index sheet of the Aruss designs is attached which is .gtgnberet(and vWth.the indentification and date of each drawing. • . •••• • • • • • • Engineer of Truss Design. Package 0000 •. • 0000•• •- •••• •• 0 Eduardo Vazquez, .E. ... FL Reg. Eng. No. 53893 """ 8876 NW 108 Lan 00 0000 • "• Hialeah Gardens, FL 33018 ••00 (305) . 817-9652. Project Name: MARIA SOLIS SOLIS ADD. Building Authority: MIAMI SHORES, FL Design Load: ROOF 55 PSF 1146 MPH . 1 1 FLOOR 55 Building Code: FBC 2004 / ASCE 7102 Software Used: Alpine View 8.06.00.1029.06 Project Engineer of Record: Panes 1 nf 2 Engineering Cover Sheet Job# 08121602 Date: 1/13/2009 Page Truss ID Profile Date 1 FT1 2 FT2 3 FT 2 •.••• • • • • ..... .. 0 . ...... . . • � 7 •'•1'tt3 }'� • • • • • • • 8 • 9 J7 10 J5 11 J3 12 J1 t 13 CV8 14 V4 Page 2 of 2 J ob: (08121G02) MARIA SOLIS /SOLIS ROD / FTl THIS DWG. PREPARED FROM-COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 MAXIMUM FORCES . Sot chard 4x2 SP #2 Endpts Tens Compp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Webs 4x2 SP' #3 1- 3 0 0 3- 4 0 446 4- 6 0 892 6- 7 0 3305 7- 9 0 3305 9- 10 0 4265 1- 3 0 0 3- 4 0 446 + 2x6 continuous strongbaok. See ANSI /TPI 1 -02 Sect. 7.5. 10- 12 0 4265 12- 13 0 4273 13- 15 0 4265 1S- 17 0 3305 17- 19 0 3305 19- 21 0 892 21- 22 0 446 22- 24 0 0 Max JT VERT DEFL: LL: 0.41" DL: 0.20" recommended comber 1/4" 21- 22 0 446 22- 24 0 0 2- 5 1 0 5- 8 2268 0 8- 11 3961 0 11- 14 4273 0 14- 16 3961 0 16- 18 3961 ' 0 DeFiection meets L /360 live and L/240 total load. 18- 20 2268 . 0 20- 23 1 0 3- 2 0 23 3- 5 1671 0 4- 5 0 417 5- 6 0 1669 6- 8 1259 0 7- 8 0 217 Truss must be installed as shown with top chord up. 8- 9 0. 795 9- 11 684 86 12- 11 0 277 13- 14 0. 277 14- 15 684 86 15- 18 0 795 17- 18 0 217 18- 19 1259 0 19- 20 0 1669 21- 20 0 417 20- 22 1671 0 22- 23 0 23 I 2'2 "3 4 P83 "12 3'7 "7 5'10"S 8' 1 "5 10' 12'0 "8 14'2 "11 16'5 "10 18'8 "9 21'0 "421' 12L 4 -81-A 2'3 "11 2'2 "15 2'2 "15 1'10. "1 2'0 "8 2'2 "3 2'2 "15 2'2 "15 2'3 "11 11 "4 "8 T2 1.5X4 3X 7 g 3X4 4X6 1.5X4 3X4 1.5X4 3X4 1_5X9 4X6 7 T2 a a Tl a 9 R A) 21 F173 F175 FI T3 18 21 e W3 + W3 + W3 w :•a 1•S i•s• W3 W4 W4 WS W4 W4 2 1 • 1•s`a 1 � f � � 1 72 M 8[�B 11 14 16 18 2 20 23 1 .5X4 4X 3X 2 , 4 „ W -H 308 X 6X8 W -3X4 3X4 4X7 1.5X4 1 "S' 5 "14 9 11'8" 16'1 "2 20'7" 21 9. " 8r" 19f "8 4 "14 4'5 "2 I.S. 4'S "2 4'5 "14 10'18'8 4 "8 21'11 "8 22' 4 "8 21'7" 4 "8 R -1225# W -4" R -1225# W -4" •• ••• • • • • • •• • •• • • • • ••♦ • JAN 1 3 009 OESC. FT1 SEO 23228 PLT TYP. -WRVE DESIGN CRIT "FS=4 /TPI -2002 Cq/RT •1.10C1.2SI/10C a) QTY— 9 TOTAL- 9 REV. 8.06.00. 1029. (KALE =0.2500 • I TAUS RE E EX C IN FRBRICRTING HANDLING SHIPPING INSTALLING A BRA f.PN AM TO yp(�V ( 91 tH OLI G NSTRLLING RND GRACING) �UBLISHEO BY TPI (TRUSS TC LL 4 0 p S F REF P O T FQR M G TH U ESE TOP SHALL HAVE TC DL CE 1 0 . S F DATE 12-18-2008 P B ING. •*IMPOR ART TACHE ,SfRUCVAAL PRN fl� OTTOM CHORD SHALL HAVE A PROPERLY RTTRCHED RIGI EDUARDO vRZOUEZ p IL **IMPORTANT** FURNISH R COP OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 5. 0 S F ORWG 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 FRBRICRTING PROFESSIONAL ENGINEER 0 . 0 S f MARTINQTRUSS N HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL PROV&%%NS•0F NO$ CVATjONNftp� j1E GN SPiCIFICRTION PUBLISHED BY THE AMERICAN FOREST AND STATE OF FLORIDA 3}53893 CO.. , C. PAPER QSSOliIflTIOq{I ONO•TPI♦ ALPINE CDIINECTORS ARE MADE OF 20Gfl ASTM A653 GR40 GflLV. STEEL 5876 NW 108 LANE TOT. LD. SS . 0 SP 0/A LEN. 220400 8280 N.W. SoutiiRiverOr. EXCEPT* AS gWTED.• AWb.Y C014NECTORS TO&EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED O medley, FL 33168 THIS OESIG* SCS&TIBN GONN6CTORS PiR ORAVINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATEE HIALEAH, FL 33018 DUR . FRC . 1 - 00 JOB #: 08 121602 (305) 88"261 flCCEPTOINCE•6F AWOFEGSIGNAL4ENGIM6ERWS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIaMS1IOi1N. THE S1 61Y "I USA OF THIS COMPONENT FOR RNY PRRTICULRR BUILDING $PACING 24.0" TYPE SY42 ILITY HE J ob: (08121602) MARIA SOLIS / SOLIS ADD. / FT2 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 MAXIMUM FORCES Bot chord 4x2 SP #2 Endpts Tens Comp Endpts Tens Compp Endpts Tens Compp Endpts Tens- Compp Webs 4x2 SP #3 1- 3 0 0 3 - 5 9 0 5- 7 9 0 7 - 9 0 0 1- 3 0 0 3- 4 0 0 6- 7 0 0 7- 9 O 0 DeFleotion meets L/360 live and L/240 total load. 2 - 8 132 0 3 - 2 145 0 2 - 5 0 187 5 - 8 0 187 Truss.must be installed as shown with top chord up. 7- 8 145 0 3 "8 1'11" 3'6 "8 3'11" 3 "B 1'7 "8 1'7 "8 4 "8 i 1.5X4 1.5X4 oa o R o0 3X4 T1 3' 3" 3' r 1 "6 W1 1 � a W2 3X4 81 3X4 3'11" 2 "4 3'0 "12 3'3" 2 "4 2'10 "8 2 "4 3 "8 3'6 "8 4 "8 Ra208# W =3" Rm217# W -4" •• • • • • • ••• •• • • • •• • •• • • J AN DESC. FT2 SEO 23296 PLT. TYP. -WAVE DESIGN GRIT- FSC2004/TPI -2002 Cq /RT 1.10(1.251/10I M OTY= 4 TOTAL= 4 REV. 8.06.00 .1029. (ERLE =1.0000 **WARNING*• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED by TPI (TRUSS � � � • • TC�L L � � ' 'a 0p S f REF PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON WI. 53719) FOR SAFETY PRACTICES C � PRIOR TO PERFORMING THESE FUNCTIONS UNLESS 6THERWISE�INDICATED TOP CHORD SHALL HAVE EDI;ARDO *VAZOKj Z *:L • • ]•O�OpSf DATE 12 - 18 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE,A PROPERLY ATTACHED RIGI CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ' ' • Be DL • 0 S ORWG DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATIN ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OP SF PROFESSIONAL ENGINEER 0 , P S f HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE STATE OF FLORIDA #53893 BC LL ' t T1 TRUSS CO., INC. PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND • • • • • • �• LD y Sf 0/A LEN 31100 8280 N.W. South River Or. PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GH ASTM A653 GR40 GRLV. STEEL 8876•NW 10� LFlNF: • EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS .OTHERWISE LOCATED 0 • �� I oo JOB #' 081216D2 Medley, FL 38166 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R -Z. THE kRL ON THIS DRAWING INDICRTE HIRI•ER}j, C 33 }. • 6 • F.A. L► •a (305)883.6261 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT • • • • • •. DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING . • • • • P I • ; " TYPE S Y 4 2 REP J ob : (08121602) MARIA SOLIS / SOLIS ADD. / FTG2 THIS DWG. PREPARED FROM COMPUTER INPUT CLORDS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 SP #2 2 Complete Trusses Required Sot chord 2x6 SP #2 Webs 2x6 SP #2 :W2 2x4 SP #3: SPECIAL LOAOS No i l i n g Schedule: •Cl2d -Box_or- ,un_CO.128 "x3'.25 " , .�n i n.) , na 1 I e) -- - - -- OUR.FAC. -1.00 / PLATE OUR.FAC. -1.003 Top Chord: 1 Row 012.00" o.c. TC From 50 PLF at 0.00 to 50 PLF at 3.29 Sot Chord: 1 Row 0 7:25" o.c. BC - From 330 PLF at 0.00 to 330 PLF at 3.29 Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails Bottom ohord checked For 10.00 par non- oonourrent live food, in each row to ovoid splitting. DeFleotion meets L/360 live'and L/240 total load. MAXIMUM FORCESCPER PLY) Endpts Tens Comp Endpts Tens Compp Endpts Tens Come Endpts Tens Compp The TC or this truss shall be brooed with attached spans at 24" OC in lieu of 1- 5 0 22 2- 7 22 0 0- 3 0 82 2- 5 0 0 structural sheathing. 4- 6 0 82 Truss must be installed as shown with top chord up. O O T1 4 Ll I a e 00 W1 WI:. Lj 3X'4 U3'3"8 3'3 " 3'3 "8 1.SX4-, R -625# 3'3 "8 R ®625# . 00 ....... .00 . ......... . JAN 13 • . • . . • .. ... .. . .... DESC. = FTG2 SEO 23257 PLT. TYP. =WAVE DESIGN GRIT- FBC2004/TPI -2002 Cq/RT 1.D0 21.2M11OC of OTY= 1 PLIES= 2 TOTAL= 2 REV. 8 .06.00. 1029. (SALE =1.0000 ++� I + TRU5 E E EX C IN FABRICATING HANDLING SHIPPING INSTALLING R 0BRA NQ. RE TO yI Si CH i L I G NSTALLING AND ARACINGI kBLISHEO B Y TPI ITRUSS TC LL 1 40. 0 p s F REF P�� I T�1'U'[E, D'ONOFRIIO 0 SI 200 MADISON, WI. 537191 FOR SAFETY PRACTICES PgI T PPRFQRMiNG TH SE NST U EBB 6 THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 1 0 . 0 s F DATE 12 - 18 - 2008 PtRRRRSOP22RRL �iTTTTTTTTTTTTACHEQ SfRU TUIRRL PAN RNA OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI EDUARDO VRZOUEZ P CEILING. + +IMPORTANT+ FURNISH COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL S . S F DR WG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS . OP S ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROFESSIONAL ENGINEER 0 0 S F HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOLICRBLE BC LL MARTINU TRUSS CO., INC. PROYI$jQNS OF N0j C AT0I� DE GN SP CIFICRTION PUBLISHED BY THE AMERICAN FOREST AND STATE OF FLORIDA >t53893 8280 N.W. South River Or. POPE 50 IRTIO RL NEC NECTORS ARE MflOE OF 20GA RSTM fl653 GR40 GRLV. STEE 9878 NW 108 LANE TOT.LD. 55.0 sf 0/A LEN. 30308 EXCEP AS OTEO. P CO EC RS T EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED 0 Mediey, FL39188 THIS SIG P TONNTO P R RAVINGS 160 A -Z. THE S�flL ON THIS DRAWING INDICATE HIRLERH, FL 33018 DUR . FRC . 1 • 00 JOB # : 08121602 {306)883 8281 RCCEP NCE Pjt F SI NRL NG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESI 0 7 A Y 0 OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 2 TYPE FIAT J ob: (08121602) MARIA SOLIS / SOLIS ROD. / FTGL THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 2 Complete Trusses Required Bat chord 2x6 SP #2 a Webs 2x4 SP #3 :W1 2x6 SP #2: :W12 2x4 SP #2: SPECIAL LORDS Nailing Schedule: (12d.Box -or-Gun_C0.128 "x3.25 ",.tea i n . ) sa i I s) -- (LUMBER DUR.FAC. =1.00 / PLATE OUR.FAC. =1.00) Top Chord: 1 Row 012.00" o.c. TC - From 100 PLF at 0.00 to 100 PLF at 8.58 Bat Chord: 1 Row 012.00" o.o. TC - From 100 PLF at 8.58 to 100 PLF at 21.58 Webs : 1 Row 0 4" o.o. BC - From 10 PLF at 0.00 to 10 PLF at 13.06 Use equal spacing between rows and stagger nails BC — From 10 PLF at 13.06 to 10 PLF at 21.58 in each row to avoid splitting.. TC - 208 LB Cono. Load at 2.00, 4.00, 6.00, 19.63 MAXIMUM FORCESCPER PLY) BC 625 LB Cono. Load at 17.58 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Bottom ohord checked For 10.00 psF non- oonourrent live food. 1- 4 0 90 4- 7 0 3780 7- 9 0 4127 10- 11 0 4127 11- 16 0 4127 16- 18 0 3861 18- 20 0 94 2- 5 2600 0 DeFleotion meets L/360 live and L/240 total load. 5- 6 2600 0 6- 12 3875 0 12- 13 3927 0 14- 17 3827 0 17- 19 2868 0 19- 23 2868 0 0- 3 0 127 2- 4 0 2613 The TC oP this truss shall be braced with attached spans at 24" OC in lieu of 4- 5 50 23 4- 6 1233 0 7- 6 0 352 7- 12 274 0 structural sheathing. 11- 12 0 160 12- 16 275 0 16- 17 0 270 17- 18 1036 0 18- 19 258 0 18- 23 0 2888 21- 22 0 143 Truss must be installed as shown with top chord up.. 208# 206 208# 208 2' -f 2' 2' 13'7 "9 -- 1'11 "7 21'7" 3'7 "3 7'2 "5 1019 "8 21 7" 14'4 "11 17'11 "14 21'7" 3'7 "3 3'7 "3 3'7 "3 3'7 "3 3'7 "3 3'7 "2 7X8 3X4 X6 5X4 3X4 7X8 2X4 T1 Q 11 16 T2 1$ 2X4 2m 1 i W1 �r: i 1 la , 1.� B1 2 � Bz 1 18 n 3'7 "3 7'2 "5 10'9 "8 14'4 "11 17'11 "14 21.7" 6X6 3'7 "3 3'7 "3 3'7 "3 21 7" 3'7 "3 3'7 "3 3'7 "2 21'7" 17 4' - R =1830# 6zs# R-2001# ��IbT•3 ti i• i•• ••• DESC. FTG1 SEO 23285 PLT. TYP -WAVE DESIGN CR1T Fe=4/TP1 - 2W2 Cq/RT 1.a0u.2sin0c w OTY- 1 PLIES- 2 TOTAL— 2 REV. 8.06.00. MS. (SCALE 0.3750 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING •• AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING FIND ORRCING) IUBLISHED BY TPI CTRUSS s , • TC• i -1- * 11 i 0 p S f REF PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE EDI�iRF3l0,iNRZ*OLiE s)L' • • .lr :Opsf DATE 12 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE O PROPERLY ATTACHED RIGI CEILING. * *IMPORTRNT ** FURNISH A COPY OF THIS DESIGN.TO THE INSTALLATION CONTRACTOR. • • • • J ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE �s BC! DL • O S ORWG p DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR 'FABRICATING PROFESSIONAL ENGINEER HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL 0 . O S P MARTINEZ TRUSS CO. INC , PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND STATE OF FLORIOR #53883 p 8280 N.W. South River Dr. PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL 8678f1 1oi :LAt% : t • r LD R FiAG• 00 JOB # •� • O SF 0/A LEN. 210700 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED 0 i }. • t, D8121602 Medley, FL 33188 THIS DESIGN POSITION CONNECTORS PER DRAWS 160 R -Z. THE SEAL ON THIS DRAWING INDICATE HIAWF FS. 33 41 8 • UU (306)883.6261 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING V V •# ••• P I • :C► 4.0 TYPE FLAT J ob: (08121602). MARIA SOLIS / SOLIS ADD / H.111 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bot chard 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tena Comp Webs 2x4 SP #3 0- 2 22 17 5- 8 2163 3397 8- 10 1738 2612 3- 5 20.61 3290 :Lt Nailer SP Ripped::Rt Nailer SP Ripped: 11- 15 1724 2482 17- 19 1739 2612 19- 22 2163 3397 25- 27 22 17 22- 23 2062 3290 6- 7 3224 2006 7- 12 3223 2008 4- 6 3211 2018 146 mph wind, 21.00 Ft mean hat ASCE 7 -02 CLOSED bldg not located within 4.50 14- 18 2482 1496 18- 20 3223 2008 20- 21 3224 2006 21- 24 3211 2018 Ft Brom roar edge CRT II, EX P t;� wind TC 6L 5.0 psF, wind BC OLa5.0 psF. 8- 7 188 23 8- 13 565 783 9- 13 342 233 16- 18 346 235 Iw =1.00 GCpi( + / -) =0.18 18- 19 565 783 1S- 20 188 23 Roof overhang supports 2.00 psF sorrit load. Component and cladding wind pressures considered For upliFt reactions. OeFleotton meets L/360 live and L/240 total load. Bottom chord checked For L0.00 psF non- oonourrent live load. All wind load oases on this truss have a 1.33 duration Factor. * * * ** 1.00 plate duration Factor used. * * * ** 11' 12' 23' 5'10 "12 i1* 11' 1 T2 17'1 '4 23' 5'10 "12 5'1 "4 5X5 5'1 "4 5'10 "12 5X5 12 nT, Li L1 n�wa� 3 4X6 (B L) 3 'TX 4 5X4 N 1.5X4 ® W 19 1 1.5X4 ' 1.5X4 - T1 4X6 CB1) in (v W3 < T E01 W1 W2 W1 27 m 2 s -yz B1 rjjgZfp8 82 20 5'10 "12 1.5X4 11• SXP23X4 17.1 "4 1.5X4 23' 5'10 "12 5'1 "4 5'1 "4 5'10 "12 Rm1365# U -1016# RL =93/ -93# W-8" 23' R =1365# Um1016# W -8" JAN 13 2009 DESC. ° H111 SEO = 23148 PLT. TYP. -WAVE [LESION GRIT - FS=4 /TPI -2W2 CyiRT- 1.[L0U.2M/I0( [L) OTY= 2 TOTAL= 2 REV. 8 .06.00. 1029 . (EALE —0.2500 ** IN * TRUS R E EX C IN FRBRICRTING HANDLING SHIPPING INSTALLING R BRR IN RE TO l� 91 (H OL U G NSTRLLING AND BRACINGI kBLISHEO 6Y TPI (TRUSS TC LL 30. O p S F REF ft�f I T , 0'�.tOFRRIIO 0 I 200 MADISON, WI. 53719) FOR SAFETY PRACTICES N P I O T f FQRM2 TFi�SE F N9 CTI t ES b THERWISE INDICATED ED TOP CHORD SHALL HAVE EDUAR00 VRZOUEZ TC OL 15 • OpSf DATE 12 P gpEEE L �) ACHE �T RUULLiU AL PR t 1pp BOTTOM CHORD SHALL HAVE 8 PROPERLY ATTACHED RIGI CEILING. * *IMPOtZfANT *+4' FURNISH COP4 OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 10 . 0 SF DRWG ALPINE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROFESSIONAL ENGINEER 0 . 0 S f HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL AA TINEZ TRUS8 CO., IN PROVI DNS OF NI RTIONP� DE GN SP CIFICATION PUBLISHED BY THE AMERICAN FOREST AND STATE OF FLORIDA 853893 9280 N.W.SauthRiverOr. PAPER SO IATIO) NO NT A NE C NECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. STEEL 8878 NW 108 LANE TOT .LD. 55.0 SF 0/A LEN 23 CE RS OTED. P CO EC RS T EACH FACE OF TRUSS AND ON OTHERWISE LOCATED 0 Medley, FL 33188 THIS SIG SOS TI ONNCTO PAR RRWINGS 160 fl -Z. THE SEAL ON THIS DRAWING INDICATE HIALEAH, FL 33018 DUR.FAC. 1 . 33 JOB #: 08121602 (308)883 -8281 ACCEP CE P F S NAL EERi RESPONSIBILITY SOLELY'FOR THE TRUSS COMPONENT OESI HO A Y 0 l7 OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIPS 04 J ob: (08121602) MARIA SOLIS / SOLIS ADD. / HSI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bo chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens 'Comp Endpts Tens- Comp Webs 2x4 SP #3 0- 2 21 17 5- .7 2319 3402 7- 10 2077 2982 3- 5 2181 3268 :Lt Nailer SP Rlpped::Rt Nailer SP Ripped: 11- 16 2064 2872 18- 19 2069 2971 19- 21 2317 3401 24- 26 21 17 21- 22 2178 3267 6- 8 3227 2142 8- 13 2866 1854 4- 6 3230 2167 146 mph wind, 21.00 ft mean hgt ASCE 7 -02 CLOSED bldg, not located within 4.50 14- 15 2866 1854 15- 20 3226 2162 20- 23 3228 2188 7- 8 330' 392 Ft From roof edge, CRT II, EX P �, wind TC 6L s.6 psf, wtnd BC OL -5.0 psF. 9- 8 307 145 9- 15 122 116 17- 15 310 144 1S- 19 334 399 Iw -1:00 GCpi( + / -1 -0.18 Component and cladding wind pressures considered For wpliFt reactions. ROOF overhang supports 2.00 psf sofftt load'. Bottom chord checked for 10.00 psF non - concurrent live load. OeFleotion meets L/360 live and L/240 total load. ••••• 1.00 plate duration Factor used. • *• *• RII wind load oases on this truss have a 1.33 duration Factor.' 8'10" 14'2" 23' 5'3 "11 8 10" 8'10" X'2" 17'8 "5 8110" 23' 5'3 "11 3'6 "5 5 3'6 "5 5'3 "11 6X8 5X5 3 12 1 1' r2 i 4X6 (B1) T 1.5X4 r1 18 1 .5X4 T 4 I.5 4 1.5X4 L.5X W2 W3 W2 �T 5X4 4X6 CBI) TI o m N (3] [ W1 26 5 -i2 N el ® TIN F S 82 i 3X4 4XV 4X7 8'10" 14'2" 23' 8 E 3 4," 8 R -1361# U -1044# RL- 79/ -79# W-B" 23' R -1361# U -1044# W -8" • ••• *•• i•• ••• DESC. = H91 SEO 25351 PLT. TYP. -WAVE DESIGN CRIT- FSC2004 /TPI -2002 Cq /RT 1.00((.25) /10(01 OTY= 2 TOTAL= 2 REV. 8.06. x• •QC� S REF 0 1029. aMALE =0.2500 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING ,I HANDLING SHIPPING INSTALLING • • • • 004 • • AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND 6RRCING) kBLISHED B Y TPI (TRUSS • • • • TV 6. • • 3 U PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES • • • • • • • • • PRIOR TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICRTED TOP CHORD SHALL HAVE T L• • • 1� S DATE 01 - 13 - 2009 PROPERLY RTTRCHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI EDUQR:O, y ♦ � A�U� F Q • e • • P CEILING. * *IMPORTRNT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. • • • BC DL • 1 0*. 0 S DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROFESSIONAL ENGINEER Q Q S f HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICRSLE LL MARTINEZ TRUSS OO.,INC• PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND STATE OF FLORIDA FLtIRIOR •53853 P 8280 N.W. South River Dr. PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GH ASTM A853 GR40 GRLV. STE 6876 �lW 108 A( � • T b T! LD . • • �S • S� 0/R LEN. z3 EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH'FRCE OF TRUSS AND, UNLESS OTHERWISE LOCATED 0 Medley, FL 33166 THIS DESIGN POSITION CONNECTORS PER DRAWINGS LSO R -2. THE SEAL ON THIS DRAWING INDICRTE HIALIM 330 9 R; F C: : .33 JOB # 08121602 (305)883.6261 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT +r DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING y • • 41 • • •SQ W 11( -!2 TYPE HIPS ESP j ob: (08121602) MARIA SOLIS /SOLIS ROD. / HG71 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohand 2x4 SP #2 2 Comp lete Trusses Required Sot chord 2x6 SP #2 Webs 2x4 SP #3 :Lt Nailer SP Ripped::Rt Nailer SP Ripped: Na t I I ng Schedule: (12d-Box-or_Gun_(0.128 "x3.25 ", - ++t n.l sa i I s) SPECIAL LORDS Top Chord: 1 Row 611.75" o.o. -- (LUMBER OUR.FRC. -1.33 / PLATE DUR.FRC. -1.003 Bo t Chord: 1 Row 812.00" o.c. TC - From 91 PLF at -1.00 to 91 PLF at 7.00 Webs : 1 Row 8 4" o.o. TC - From 196 PLF at 7.00 to 196 PLF at 16.00 Use equal spacing between rows and stagger nails TC - From 91 PLF at 16.00 to Si PLF at 24.00 in each row to avoid splitting. SC - From •4 PLF at -1.00 to 4 PLF at 0.00 MAXIMUM FORCES (PER PLY) BC - From 20 PLF at 0.00 to 20 PLF at' 7.00 BC -From 45 PLF at 7:00 to 45 PLF at 11.50 Endpts Tens Come Endpts Tens Comp Endpts Tens Comp Endpts Tens Camp SC - From 45 PLF at 11.50 to 45 PLF at 16.00 0- 2 11 10 5- 7 3888 4359 3- 5 3886 4357 9- 11 3820 4282 SC - From 20 PLF at 16.00 to 20 PLF at 23.00 11- 17 3820 4282 16- 20 3888 4359 23- 25 11 10 20- 21 3886 4357 SC - From 4 PLF at 23.00 to 4 PLF at 24.00 6- 10 4193 3740 LO- 13 4837 4314 4- 6 4205 3751 12- 15 4837 4314 TC - 338 LS Cono. Load at 7.00, 16.00 15- 19 4193 3740 19- 22 4205 3751 8- 10 574 512 10- 11 540 606 8C - 501 LB Cono. Load at 7.00, 16.00 11- 15 540 606 1S- 15 574 512 146 mph wind, 21.00 rt mean hgt RSCE 7 -02 CLOSED bldg, not located within 4.50 : Fro noor(edg�, CAT II, EX P �, wind TC 6L -5.0 per, wi BC DL - 5.0 8ef... Component and cladding wind pressures considered For uplirt reactions. Roar overhang supports 2.00 par sorrit load. Bottom chord checked ran 10.00 per non- conourrent live load. Oerleotion meets L/360 live and L/240 total load. •a•aa 1.00 plate duration Factor used. • *• *# 336# 338 RII wind load oases on this truss have c 1.33 duration factor. -7• -}. S. 7' 7' 16' 23' SXR(A11 11'6" S. 16' 3 Ch 7 4 4 6" 7 5X8 3X4 5X8 T1 1.5X4 ail T2 © 1.5X4 4 F 1.5X4 1 5 13 6 2. 2`12 wl W s -i2 1 B1 10 ® 15 61 0 7' 16' 23' 23' ,.r7 S. 7' 501# R -2789# U -2487# RL- 64/-64# W -8" R -2789# U -2487# W -8" ......... aACa 1 � Zoos •• ••• •• • • • •• DESC. = HG71 SEC 23188 PLT. TYP.-WAVE DEtitWCRIi- FBC200q /T#y20W•4/RT I. "y2M/60c01 QTY= 2 PLIES= 2 TOTAL- 4 REV. 8. 06. 00. 1029. MALE =0.1875 jF;NI;*;TRUSj REOUI E�XTRE E C E N FABRICATING HANDLING SHIPPING INSTALLING TC LL 3 • C S F REF R N I� TpEE O^� !(qB��- '91RfCHA OLI T 9T O RLLING AND 6RRCING) 4USLISHEO BY TPI (TRUSS p P T PERFORM B eTHAE UIN'ICITI b* S �y SSbTHERWISE R INDICATED, TOP S S HALLHAVE TC OL 15 • SP DATE 12 PROPPPPPPEEEEEERLY RTTRCHED RUCTORAL PANELS ANO'BOTTOM CHORD. SHALL HAVE M PROPERLY ATTACHED RIGI EDUARDO VAZOUEZ P CEILING. •*IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 1 O . O r S F D RWG REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS PROFESSIONAL ENGINEER DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING BC LL 0 (� s HFINOt�QIG. IPPI , tsu;T TR(,Ijt�G D 6R CING OF TRUSSES. DESIGN CONFORMS WITH APkICRBLE STATE OF FLORIDA #53893 MARTINEZTRUSS CO ., INC. PROV S F NO ( N S N SP CIFICRTION PUBLISHED BY THE AMERICAN FOREST RND TOT : LD . 55 • O S F 0/R LEN. 23 8280 N.W.Sourh River Dr. PAPER SSO ATIa PI. ALP E CO NECTORS ARE MADE OF 20GS ASTM A653.GR40 GRLV. sTEE 8878 NW 108 LANE EXCEPT AS TR CO ECT S TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED 0 Medley, FL 33186 THIS 0 S - IG PUS�(I NNE TOR �R. QRRWINGS 160 A -2. THE S�RL ON THIS DRAWING INDICATE HIALEAH, FL 33018 ❑(JR , F(�C , 1 . 33 SOB # : 081216D2 (30b)8636281 fl IDIV' i E �.PRtgE RI- G1GI RI1:IG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SPACING 24.0" TYPE HIPS DESIGN___SSS 0 THE TRIP Y ND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING I J ob - -(081211302) MRRIA SOLIS / SOLIS ADD / CJ7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bo t chord 2x4 SP #2 Endpts Tens Compp Endpts Tens Compp Endpts Tens Camp Endpts Tens Comp Webs 2x4 SP #3 0- 2 8 2�+ 5- 8 1305 150+ 8- 10 59 63 3- 5 1276 1485 :Lt Nailer SP Ripped: 6- 7 1460 1462 7- 9 1447 1458 9- 11 0 0 4- 6 1464 1501 8- 7 227 81 8- 9 1527 1515 SPECI LORDS -- (LUMBER OUR.FAC. =1.33 / PLATE DUR.FAC. -1.00) 146 mph wind, 19.56 ft mean hKg , ASCE 7 - 02, roof wind TC oL CLOSED bldgg Locoted onC� where in TC From 0 PLF at -1.42 to 55 PLF at 0.00 , CAT II EXP C, =5.0 per, wind BC DL= 5.0 psr. Iw =1.00 TC - From 0 PLF at 0.00 to 210 PLF at 9.90 GCpi( + / -) =0.18 BC -From 4 PLF at -1.42 to 4 PLF at 0.00 SC - From 0 PLF at 0.00 to 47 PLF at 9.90 Roof overhang supports 2.00 per soFfit load. Component and cladding wind pressures considered For uplift reaotions. CHI) _ (J) Hanger not calculated (2)2x6 SP #2 supporting member. DeFleotion meets L/360 live and L/240 total load. Bottom chord checked for 10.00 per non- oonourrent live load. All wind load oases on this truss have a 1.33 duration Factor. •••+ 1.00 plate duration factor used. +•• ** 5'7 "2 9 "13 5'7 "2 4'3 "11 R =3 U =319# NAILED 2.12 112 T1 X6 N N 3X4 (A1) a i N 1.5X4 am ® W2 N U1 W1 N 1 t 01.5X4 1 5 - 1 2 1 I.5X4 5X4 I11 s l0 "13 8 1 off, Afsk 2l3 R -1 5'7 "2 9 "13 9'10 "13 5 7 "2 9'10 "13 4'1 "11 2 ". R -478# U -1035# RLm294# W -10 "9 9'10 "13 R =501# U -433# H =Hl 4vai E. .... . .. ... .. . DESC. = CJ7 SEE) 23162 PLT. TYP. -WAVE CEGIGN CRIT- FW2M4/TPI -2002 C4iRT- I. 00CI. 25t n0C G) OTY- 4 TOTAL= 4 REV. 8.06.00. 1029. (ERLE =0.5000 * *WRRNING ** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING • • • AND BRACING. REFER TO HIB -81 (HANDLING INSTALLING AND RACING) �UBLISHEO 6Y TPI (TRUSS • • • • TC k L • • 3 sO P S REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES • • • • * • . • • • PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE EDU RbO.SJAZUIJ T P 1 • S ;Opsf DATE 12 - 18 - 20os PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORE) SHALL HAVE R PROPERLY ATTACHED RIGI • • • Be CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Cr Q S ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC OL P ORWG- DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROFESSIONAL ENGINEER HANDLING,, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE STATE OF FLORIDA &53883 BC LL C • C p S C 'MA RTINEZ TRUSS CO., INC PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 OR40 GALV. STEEL 8878 :N LOS :LR� • T• LD .• • s f 0 /A LEN 91013 8280 N.W. South River Dr. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED D Medley FL 33188 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SERL ON THIS ORRWING INDICATES HIA4RH, FC 33O=B • b:JRi FAC: Z • 33 JOB #: 08121602 (305) 883 -6281 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING �• �� ••• 6 RICI ••24.0" TYPE SPEC ob : (08 1 2 1 6021 MARIA SOLI S /SOLI S ADD / J7 THIS DWG. PREPARED BY THE AL PINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bot chard 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Com :Lt Nailer SP Ripped: 0- 2 21 17 5- 7 68 101 3- 5 23 330 6- 8 0 4- 6 191 279 146 mph wind 21.00 Ft mean hqt ASCE 7 -02 CLOSED bldg, not located within 4.50 Ft from roof edge, CAT II, EXP �, wind TC 6L-5.0 psf, wind SC OL -5.0 psF. Component and cladding wind pressures considered For uplift reactions. Iw -1=.00 GCpi ( + / -) -0.18 RooF overhang supports 2.00 psF soPPit load. Bottom chord checked for 10.00 psf non-concurrent live load. ■• } #+ 1.00 plate duration Fnotor used. * * # :• Deflection meets L/360 live and L/240 total,lond. All wind load oases on this truss have a 1.33 duration Factor. R -2 Um349# NAILED 3 ® T1 N N a s � N N a In N ❑� R N N OR ° N 3 CM 4 i 61 7' ` 3: (9 11 R °489# U 520# RLm206# W =8' 7' R =133# U =51# NAILED •• • i i i i i i •• ... .. .... J0 1I �oD9 DESC. J7 SEO 23159 PLT. TYP - WAVE DESIGN CRIT- F8C2004 /TPI -2002 Cq /RT 1.00(1.25)/10( 01 QTY= 12 TOTAL= 12 REV. 8.06.00. 1029. (M ALE =1.0000 NI TAUS R E IN FABRICATING HANDLING SHIPPING INSTALLING BRA IN RE�F� TO -91 1 CH OL G NSTRLLING AND 6RACING) PUBLISHED by TPI (TRUSS. TC LL 30 �pSf REF P I ST TU E, S8 D' OF O D I 200 MROISON, WI. 537191 FOR SAFETY PRACTICES P IC T P RF RM NG T S F U ESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC OL 1 s f DATE 12 - 2008 P OP RL �1 TACHE�STRRL PAN ft OTTOM CHORD SHALL HAVE �i PROPERLY ATTACHED RIGI EDURRDO VAZOUEZ P CEliING. *.IMPORTANT* FURNISH R COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 1 0 . O S f ORWG 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 PROFESSIONAL ENGINEER 0 • 0 p S P HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE BC LL MARTINEZ TRUSS CO., IN PROM L'NS OF ND RTjON�V,pE GN SP CIFICATION PUBLISHED BY THE AMERICAN FOREST AND STATE OF FLORIDA #53893 is It 'S 6280N. PAPER SO IRTIO I NO TPZ A NE C NECTORS ARE MADE OF 20GA ASTM A853 GR40 GALV. STEE 8876 NW 108 LANE TOT .LO. 55. Sf 0/A LEN. 7 OTED. EXCEP S P CO EC RS T EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED O Medley, FL 33166 THIS I L _�OS TI CNN CTO P R RRWINGS 160 R -Z. THE SEAL ON THIS DRAWING INDICATE HIALEAH, FL 33018 DUR . FRC . 1 • 33 JOB # ( 08121602 (306)883 -6261 ACCEP C t7{ F S NAL RK2 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESI HO N E A Y 0 CI OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0 TYPE EJACK ob: (081216023 MARIA SOLIS / SOLIS ADD. / J5 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bo t chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens. Compp :Lt Nailer SP Ripped: 0- 2 21 17 5- 7 47 81 3- 5 0 195 6- 8 0 O 4- 6 90 160 146 mph wind, 21.00 Ft mean hgt ASCE 7 -02 CLOSED bldg, not located within 4.50 Ft from roof edge, CAT II, EX P �} wind TC bL -5.0 psF, wind BC OL -5,0 per. Component and cladding wind pressures considered for upliFt reactions. Iw -1.00 GCpi(+ / -1 -0.18 RooF overhang supports 2.00 psF sofFlt load. Bottom chord checked For 10.00 psF non - concurrent live load. Deflection meets L /360 live and L/240 total load. • ; } *• 1.00 plate duration Factor used. * + + *■ All wind load oases on this truss hove a 1.33 duration Poctor. R-14# U -286# NAILED • �3 � /6 t d/o�� 3 v T1 N N t C i N a 3 1. 4 1. 4 1 1 4'11 "4 R -382# U-470# RL- 175# W -8" 5' R -93 #. U -41# NAILED DESC. m J5 SEO = 23146 PLT. TYP. -WAVE DESIGN GRIT- FBC2D04/TPI -2002 Cq/RT 1.0Gtl.25) /IQC oI OTY= 8 TOTAL= 8 REV. 8.06.00. 1029. GALE =1.0000 esWRRNING *• TRUSSES REQUIRE EXTREME CARE IN FRBRICATING HANDLING SHIPPING INSTALLING • • • • • • • a FIND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND RACING) P UBLISHED by TPI (TRUSS • • • • 1 LL • • 3 L! s��JS REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES • • • • ♦ • • • s • PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TIC 4 DL• • • 107 f S F DATE 12-18-2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE b PROPERLY ATTACHED RIGI E0�� :VAZO4EZ • • • • • s CEILING. ■ IMPORTRNT +r FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. • • • BC DL s 1 S DRWG 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 PROFESSIONAL ENGINEER HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPhICABLE BC LL 0 • S F RTINEZ TRCISS CO. ,INC . PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 5280 N.W. South River Dr STATE OF FLORIDA #53893 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2068 ASTM 8653 GR40 GRLV. STEEL 88760NW 10C � • • XT*. LO ! *65. S F 0/A LEN. 41104 . EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, DRAWINGS 160 R -Z. THE SEAL UNLESS OTHERWISE LOCATED • • Medley, FL 33188 THIS DESIGN POSITION CONNECTORS P ON THIS DRAWING INDICATE HIR�QH, PL 3 B • F •1 .33 JOB #: .08121602 (305)883 8281 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT • • A DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 0s •� •�• • SP�eIIC� •:� TYPE JACK J ob: (08121602) MARIA SOLIS / SOLIS ADD. / J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Sot obord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Compp :Lt Nailer SP Ripped: 0- 2 21 30 5- 7 26 72. 3- 5 0 93 6- 8 0 O 4- 6 26 89 146 mph wind, 21.00 ft meon hK, ASCE 7 -02, CLOSED bldgg Located nn where In roof, CAT II EXP C wind TC DL -5.0 P . wind BC OL -5.0 per. Iw -1.00 Component and cladding wind pressures considered For uplift reactions. ccp.i c + / -) -o. is Roof overhang supports 2.00 psF sorrit loud. Bottom chord checked For 10.00 per non- ooncurrent live load. DeFleotion meets L/360 live and L/240 total loud. *+�*• 1.00 plate duration Factor used. ** * *• All wind load oases on this truss have n 1.33 duration ractor. R -1PG# U -269# NAILED 3 12 �/ ( 3) a d d4ld R 5 T1 N R 3 ti N 1. 4 1. 4 ti 1 in 1 B1 \ 2'1 "4 1 R -278# U-662# RL -22E1# W=8" R -53# U -35# NAILED . ......... . DESC. J3 SEO = 23157 PLT. TYP. -WAVE DESIGN CRIT- F8C2004 /1PI -2002 /RT- 1.O0 oI QTY— 8 TOTAL= 8 REV. 8.06.00. 1029 . CMALE =1 . OOOO s +YNRPIING %* TRUSSE6•REt"RE EXTR CAPE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRRIN®. REFER TO HIS -SI CHAIVOLI G NSTALLING AND BRACING) PUBLISHED B Y TPI (TRUSS TC LL 30. O p S F REF PRIOR TO P O FUCTION . !U EBB 6THERVISE TOP RD SHALL TC DL 15 . O '... F' DATE 12 - 18 - 2008 PROPSRLM RTTRCHES SPRUOTURRL PAN OTTOM CHORD SHALL HRVE A PROPERLY ATTACHED RIGI EDUARDO VAZOUEZ P CEILING. • # *IMPORTANT* FURNISH 41 COP OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC ❑L 10 • O S F ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS - SF ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROFESSIONAL ENGINEER O O HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH SPkICRBLE STATE OF FLORIDA #53893 BC LL P S MARTINEZ TRUSS CO., INC. PROVISIONS OF NDS CNATZONAI ES GN SP$CIFICATION PUBLISHED BY THE AMERICAN FOREST AND 8280 N.W. Sou River Dr. PAPERl R O(!PIATIOT PNOeIP ?. NE COLONECTORS ARE MADE OF 20GR ASTM A853 GR40 GALV. STEEL 8876 NW 108 LANE TOT .LD. 55. 0 Sf /A LEN 21104 Medle ,FL 33188 EXCEPTOAS ROTEO. CO EC RS T EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED 0 PER Y THIS oESIGit POS I NN TOR P R RRWINGS 160 R -Z. THE SESL ON THIS DRAWING INDICATE HIALEAH, FL 33018 OUR. FAC . 1.33 JOB #: 08121602 (305)883 -8261 ACCEPTANCE RSF-'PR E I RL NGI RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESI M HO T B jY OF THIS COMPONENT FOR flNY PARTICULAR BUILDING SPACING 24 n" TYPE JACK TR J ob: (08121602) MARIA SOLIS /SOLIS ADD. / J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT. Top chord 2x4 SP #2 MAXIMUM FORCES Bo t chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens. Compp :Lt Nailer SP Ripped: 0- 2 21 30 5- 7 21 16 3- 5 103 48 6- 8 0 O 4- 6 4 3 146 mph wind, 21.00 Ft mean hggt, RSCE 7-02, CLOSED bldgq, LooQted cnywhere in roof, CRT II EXP C, wind TC DL-5.0 psF, wind BC OL -5.0 psF. Iw -1.00 Component and cladding wind pressures considered For upilFt reactions. GCpt( */- )-0.18 Roof overhang supports 2.00 psF soFFit land. Bottom chord checked For 10.00 psF non- conourrent live load. Defleotton meets L/360 live and L/240 totnl,lond. *• * ** 1.00 plate duration Factor used. RII wind land oases on this truss have n 1.33 duration factor. I 3 -031 Q ® �3)!6 dd�tt5 3 C11 Lr) 1. 4 1. 4 a) L0 I - 1 1 l 1 11 0 ° 12 �2, 16 d d4�1 1 R =21 II 'U 622# RL -131# W-8° R- -15# Rw-88# U-32# NAILED R-11# Rw -39# U-11# NAILED 00 0 p t�•• • • • • • • • • • • • •• • •• ••• •• DESC. m J1 SEO 23153 PLT. TYP. -WAVE DE6IGN'CRIT- FBC2004/TPI -2002 Cq/RT i.aou.2svcoc m OTY- 8 TOTAL= 8 REV. 8.06.00. 1029 . GALE 1.0000 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING • • • • • * • • AND BRACING. REFER TO HIB-91 (HRNOLING INSTALLING AND FABRICATING, �UBLISHED BY TPI TTRUSS • • .7 U • O p S F REF PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MROISON, WI. 537191 FOR SAFETY PRACTICES + PRIOR TO PERFORMING THESE FUNCTION6. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE EDI�RFSDQ:VA2OI�EZ ;O DL' A*9 DATE 12-18 -2008 PROPERLY RTTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. • • • BC OL • 1 0 • S CRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI8 OP SP ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROFESSIONAL ENGINEER O • O S f HRNDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBLE BC LL MARTINEZ TAUS$ CO..INC. PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE BMERICRN FOREST AND STATE OF FLORIDR 553883 PAPER ASSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CR ASTM 8653 GR40 GSLV. STEEL 887 • NW 10 * 1 01. LD ! *:15. 0 S F 0/A LEN. 1104 9280 N.W. South River Dr: EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED Medley, FL 33166 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SEAL ON THIS DRAWING INOICRTE HIP=EAV, L 41" dU�,, (�, �1 . 33 506 #: 08121602 (305)883.8281 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY 11 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ' j * ' � • •• P I M • i 2 4 . 0 �� TYPE J A C K THE J ob: (08121602) MARIA SOLIS. /SOLIS ADD / CV8 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bot chdrd 2x4 SP #2 Endpts Tens Comp Endpts Tens Compp Endpts Tens Comp Endpts Tens Comp Webs 2x4. SP #3 0- 2 21 30 5- 8 107 37 3- 5 108 54 9- 12 96 37 :Lt Nailer SP Ripped: :Rt Nailer SP Ripped: 15- 17 21 30 12- 13 97 54 6- 10 81 26 10- 11 81 26 4- 6 71 29 11- 14 64 28 7- 10 307 165 146 mph wind, 21.00 ft mean hgt, ASCE 7 -02, CLOSED bldg, Located nn where in rooF, CRT II EXP C, wind TC OL-5.0 psf, wind BC OL -5.0 psf. Iw -1.0� Component and cladding wind pressures considered For uplift reactions. Deflection meets L/360 live and L/240 total loud. Bottom chord checked for 10.00 psf non - concurrent live load. * * * ** 1.00 plate duration factor used. ■• * ** All wind load oases on this truss have a 1.33 duration factor. 2'6" 5' 2'6" 2 . 3X4 (A1) 3 a 4X4 12 1.5X4 02 ® T1 T1 1.5X4 no 1 S -� W1 03X4 (R1) 1.5XI 17 1.5X4 C0 Ll 7 B1 1 M 5' 55 1.5X4 5' 1 R- 145plF U- 299plr RL- 7 / -7pif W-5' • •• • • • • ♦•• • JAIL 13 DESC. CV8 SEO 25385 PLT. TYP. -WAVE DESIGN CRIT- F3C2004/TPI -2002 Cq /RT- 1.0001.251/!0( 07 OTY= 1 TOTAL= 1 REV. 8.06.00. 1029. GALE =1.0000 • I TRUS E EXT C IN FABRICATING HANDLING SHIPPING INSTALLING A BRA N RE TO Hj 91 (H OLI G NSTRLLING AND 6RACINGI kBLISHEO BY TPI (TRUSS TC LL 3 0 . O p S F REF PI�fi7I Iq T�IULE, 3 OPONOFRIO 0 S�I.200 MADISON, WI. 53719) FOR SAFETY PRACTICES P O T P RM G TH E U CTI U EBB bTHERWI$E INDICATED TOP .CHORD SHALL HAVE TC OL 15. 0 S F DATE 01-13-2009 PROs? RL S TACHE 61 T RRL PAN R�IR OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI EDUARDO VAZOUEZ CEILING. ■tIMPOR7RNT* FURNISH COPY' CF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 10. O S F ORWG REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROFESSIONAL ENGINEER O . O S F HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICASLE BC LL p ARTINEZ TRUSS CO.,INC. PROVjBd%NS•OF NO$ (yAT40N T. GN SPj�CIFICRTION PUBLISHED BY THE AMERICAN FOREST AND STATE OF FLORIDA #53893 PAPER 4OSSCQIRTIOW QNO*TP ALP NE CQWNECTORS ARE MADE OF 20GS RSTM A653 GR40 GRLV. STEEL 8876 NW 108 LANE TOT. LD . 55 . O S F 0/A LEN. 5 9280 N.W.3oufhRiverDr• EXCEPT•AS WTEO.• A'�Pp1i CONt�VVECT RS TCyERGH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED O Medley, FL 33166 THIS OWSIG4 GOS&TIM %CNNFiFTO P R{pRRWINGS 160 R -2. THE SEAL ON THIS DRAWING INDICATE HIALEAH, FL 33018 DUR.FAC. 1 .33 JOB #: 08121602 (306)883.6261 RCCEPT4SNCE;56 RRaFE%SIiNAL 1NGI�l6(E j SOLELY FOR'THE TRUSS COMPONENT DESI§%%HOYN. THE SUBTABTjI•IJY ❑ U OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE. VAL ILITY ob :.(081216021 MARIA SOLIS / SOLIS ADD / V4 THIS DGG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Too chord Q,x(, Sfbt MAXIMUM FORCES Enndpti Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens pomp SPECIAL LORDS -- -- (LUMBER OUR.FRC. -i.33 / PLATE OUR.FAC. -1.331 146 mph wind,' 21.00 Ft__mean hogt, RSCE 7 -02 CLOSED bldg, Located an where In BC - From 20 PLF at 0.00 to 20 PLF at 4.00 roof, CRT II 'EXP C wind TC hot, per wind BC OL -5.0 psF. Iw -1.00 ( + / -J -0.18 `• Component and al adding wind pressures considered For uplirt react Ione. GCpI Oerleation meets L/360 live and L/240 total load. RII wind load oases on this truss have a 1.33 duration Factor. . I • B1 4' 4' R- 145plF U- 2SSplF ,SAN 1 `.Z `.' : :. •:. DESC. V4 SEO m 25363 DESIGN CRIT- FBC2004 OTY- 1 TOTAL- 1 -'--R 8. 6.00.1029.CMALE =1.0000 * * AN -81 TO ING i i .w TC i�wry /E b•'Vp S F REF PRIOR TO £ bTHERYSE� INNICHTED T�P • •• LRR* i t •+b sP DATE 01-13 -2009 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI EOUI�QOO AZQU�7 s p CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 1 0 . 0 p S F ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS PROFESSIONAL ENGINEER DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 0 • 0 • p S F HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICRBLE STATE OF ORI 3 AR 1 11 TRUSS CO., INC. PROVISIONS OF NOS CNRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST flN0 IV 0 JVJ • *2!5 , Q SF� 0/A LEN 4 PAPER ASSOCIATION) AN TPI. ALPINE CONNECTORS RRE MADE OF 2CGR RSTM A653 GR40 GFlLY. STE 8876 108 NE• . • 9280 N.W. South River Or. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED O • Medley, FL 33166 THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A -2. THE BERL ON THIS DRAWING INOICRTE HIALft �3301�8 g j. J JOB #: 08121602 (306) 883 8281 DESIGNSHOWN PRO E E SUI ;R8ILITY OF ANY PARTICULAR V RL • • ••• SPALINC� ••24.0" TYPE E BUILDING DESIGNER. PER Florida Building Code Online Pagel of 3 f 5 t> BaS Home Log In Hat Topics Submit Surcharge state & Fans ; Publications FBc Staff sae site Map Links Search Product Approval USER: Public User • product Approval Menu > Product or Nalcation Search > Anniication List > Application Oe U •••• • • • • • • • • FL6223 • • • : 6paliciption Type New • • •: lypdS Version 2004 •. • • Appiication Status Approved • • Ctft"ents AMMIed ...... .... . . Product Manufacturer United Steel Products Company Address /Phone/Email 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 •ext 152 riutz@gibraltarl.com Authorized Signature robert lutz rlutz @gibraltarl.com Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone/Email Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer R Evaluation. Report - Hardcopy Received Florida Engineer or Architect Name Terrence E. Wolfe who developed the Evaluation Report Florida Ucense PE -44923 Quality Assurance Entity PFS Corporation Validated By Joseph Demidovich Certificate of Independence FL6223 RO COI FET Letter of Cert PDF Referenced Standard and Year (of Siandaird Year Standard) ASTM D1761 1988 Florida Building Code 2004 Equivalence of Product Standards Certified By http : / /www'.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgsNVv7gq %2fq... 2/6 /2008 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/13/2006 Date Validated 03/14/2006 • • �: • • Date Pending FBC Approval 03/15/2006 • • • • Date Approved 03/23/2006 ..•• • • 0 • • • Setitinary of Products 0000 . ";', ,• Model, Number or Name Description ..•.. .. • • •: • • • • 6113.1 GTWS Girder Truss GTWS2T,GTWS3T,GTWS4T 771 • • • • • Connector 0. •• • • • • • • Installation Instructions • . . i irt�its of use . •. • •. . , ;/jpgroved for use in HVHZ: Yes FL6223 RO II GTWS Installation PDF • • ..... • /proved for use outside HVHZ: Yes FL6223 RO II GTWS Test Report PD • • Im�ra�ct Resistant: N/A Verified By: Terrence E. Wolfe, PE 44923 000000 • 00 04. Des�tgn Pressure: N/A Evaluation Reports "" Other. GTWS2T Dead /Live Allowable Design FL6223 RO' AE GTWS Analysis .PDF Load =12468 LBS Uplift Allowable Design Load =9298 LBS; GTWS3T, GTW54T Dead /Live Allowable Design Load= 12468 LBS Uplift Allowable Design Load= 12493 LBS. 6223.2 HTWM Strap Tie H7WM16,HTWM20 Strap Tie Wood to Masonry; HTWM16,HTWM20 Strap Tie Wood to Concrete Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL6223 RO II HTWM Installation PDF Approved for use outside HVHZ: Yes F L6223 RO II HTWM Test Report PDF Impact Resistant: N/A Verified By: Terrence E. Wolfe, PE. 44923 Design Pressure: N/A Evaluation Reports Other. HTWM16,HTWM20 Strap Tie, Wood to FL6223 RO AE HTWM Analysis PDF Masonry Uplift Allowable Design Load= 1326LBS; HTWM36, HMM20 Strap Tie, Wood to Concrete Uplift Allowable Desi n Load= 1331LBS 6223.3 HUGT Girder TleDown HUGT2,HUGT3,HUGT4 Girder Tiedown (Non - Sloped Application); HUGT2,HUGT3,HUGT4 Girder Tiedown ( sloped Application 3:12 to 8:12 Limits of Use installation Instructions Approved for use in HVHZ: Yes FL6223 RO 1T HUGT Installation PDF Approved for use outside HVHZ: Yes FL6223 RO II HUGT Test Resort .PDF Impact Resistant: N/A Verified By: Terrence E. Wolfe, PE 44923 Design Pressure: N/A Evaluation Reports Other: HUGT2,HUGT3,HUGT4 Girder Tiedown FL6223 RO AE HUGT Analysis .PDF (Non - Sloped Application) Uplift Allowable Design Load =10055LBS; HUGT2,HUGT3,HUGT4 Girder edown ( sloped Application 3:12 to 8:12) Uplift Allowable Design Load =9860LBS 6223.4 MSH213 -SK45 MSH213 -SK45 Strap Hangars Limits of Use Installation instructions Approved for use In HVHZ: Yes FL6223 RO ii MSH213 -SK45 Installation .PDF Approved for use outside HVHZ: Yes FL6223 RO II MSH213 -SK45 Test Report .PDF Impact Resistant: N/A Verified By: Terrence E. Wolfe 44923 Design Pressure: N/A Evaluation Reports Other. MSH21.3 -SK45 Strap Hangars, Face FL6223 RO AE MSH213 -SK45 Analysis .PDF Mount Dead /Live Allowable Design Load= 1768LBS Uplift Allowable Design Load= 730LBS; MSH213 -SK45 Strap Hangars, Top Mount Minimum Nailing Dead /Live Allowable Design Load= 1562LBS Uplift Allowable Design http : / /www.floridabuilding.org/pr /pr app dtl. aspx7 param= wGEVXQwtDgsNVv7gq %2fGj... 2/6 /2008 Florida Building Code Online Page 3 of 3 Load= 413LBS; MSH213 -SK45 Strap Hangar, Top Mount Maximum Nailing Dead /Uve Allowable Design Load= 1811LBS Uplift Allowable Design Load= 413LBS 6223.5 RFUS 7RFUSUplift Girder Tie (Wood t o Wood) Umits of Use n Instructions Approved for use In HVHZ: Yes O II RFUS Details PDF • • Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe 44923 • • • Impact Resistant: N/A Evaluation Reports s • • • • i � � � � n Pressure: N/A FL6223 RO AE RFUS Analysis PDF ' • • • • • Oti4er U lift Allowable Design Load= 5100 �LBS- • • 0 0000 • 6 RUSC • � � � RUSC Uplift Girder Tie (Wood to Wood • i #600 • • • 0 Of Use Installation Instructions :0:69 • 0 • i : proved for use in HVHZ: Yes 8-6223 RO II RUSC Details PDF • 0 „ • • /=Uproved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE 44923 • • 00 • mpact Resistant: N/A Evaluation Reports :*as*: Ign Pressure: N/A FL6223 RO AE RUSC Analysis PDF ' • ' • 01U'ter. Uplift Allowable Design Load= 680003S 0000•• • • • 0000•• • • • • •• • • s • 000000 0000 • • 0 Back Plext •••0 DCA Administration vepervuent of CanudunkyAHairS Fiarids Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Sunwm 277 -1824, Fax (850) 414 -8436 0 2000 -2005 The State of Florida. All rights reserved. CCoMcht and Disclaimer Product Approval Accepts: s Kam vHNa'Y � http : / /www.floridabuilding /pr app dtl aspx? param= wGEVXQwtDgsNVv7gq %2fGj... 2/6/2008 1 st8' FORMLII VIEW RIGHT SHOWN - 4!5 7±3- LEFT OPPOSITE • i � • p. •1••r •• • •r•! ••••r •• • i•• 13 1/4' • • • ••* • • ••e••• • r•S . e • ••• +•• • ° • EMBOSSMENT DETAIL 0 0 • USP NSH213R BOSS ON BOTTOM 28 1/8' 13 1t4' 13 1/4' 0 .164 X 0 328 0 aa80 x oa80 SWT rn DIAMOND (2) n U ° 0 2 1/2' . 4 7 /I6' . ° 13/4' n o 0 0 0 0 1 3/4' p O O o .164 t,0M PUNCH (23) NSMNS AR FLAT LAYOUT AL ExCEP HERE NOTED M/32 0A45 MIN: BEND RADIUS 0.090 MAX BEN RADIUS UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 pME 607) 364-7M T qww— " MSH213 SK45R PO. DATE mi Na REv5" BY BfL BY= R475 NPRV _ KL 9 21 2005 APaaT�' 18 A653 GR33 690 SME' KT.S. BY = The drawing and the ideas shown - thereon are the exclusive r vva MSH 213 — SK45R 1-1 of ilydted• Steel products CO-, and are not to be used or reproduce in whole or part without the written consent of United Steel Products Ca • 1 5/8' r 45 •t3' • •• ° , FORMED VIEW ° • 0 00 00 LEFT SHO ••'••• •' RIGHT OPPOSITE ° ° • • •••. b ° 0000•• •• • •• •• ..... .. .••.. p 13 U4` p • • • • • 000'0•• ' r •. O 0 :0*0: ° • • • A *:*a** 0•00 • • •. • • O 0000 EMBOSSMENT DETAIL ° U STTEM ON MSH213L 28 1/8' 13 1/4' 13 114' 0 0180 X 0180 .164 X 0.328 DIANOIND (2l SLOT (7) p o• o 0 2 V 2 # 4 71 4 1/4' ° 6 1/8` � I 3!4' 1 3/4' 0 164 21 (23) PUNCH-(23) .FLAT LAYOUT ALExcEPPVHERE A 1/32 NOTED &045 MIN. RADIUS x 090 MAX RADIUS UNITED STEEL PRODUCTS COMPANY 703 MIM MVE, K NTWIUY, W 56069 ' Pmw (50'n 364 -7333 1 , x.s annED ao�uss KL '` MSH213 SK45L �fp DATE ECO Na FEV]SM 8Y DATEs HATV are KL 9/21/2005 18 A653 GR33 G90 WPD. scAi.E= KT$- BY N , The drawing and the ideas shown thereon are the exctu�ve proper "I of United Steel Products Ca, and are not be �� °' reproduce ' MSH 213 — SK45L 1-1 whole or part without the written consent of United Steel Products Co. r' - f ]Force Engineering & Testing Inc. . 2405. A $- Houston A.rc Suite 500 Hurnbi, - rcxas 77396 Plxonc (281) 540 -6603 Fac (281) 540 -996- MSH213 SK45 STRAP HANGARS, FACE MOUNT ULTItN1TE LOA[}S ALLONIIABLE LOAD 1/8 -INCH DEfI.ECTION •••• 1768 4270 '4345 4090 :....: D W35 5467 -5 5302.5 2875 2620 2875 • . • FT • 235Y.5 2190 2210 730 • • • • • • • •••••• ALtOWABL�F}�SIGN.LUADS PER HANGAR: ..... .. o Does • D D ' e' P.MIFT, lLIVE D 1768 LBS D..: ..�3o zBs • . D• sees TEST MATERIAL: JOIST: Z' x 127 Douglas Fir HEADER: Double 2• x 12" Douglas Fr ATTACHMENT: TO JOIST: (6) 10d x 1 -1/2° tong, -148° Dia- TO HEADER: (22)10d Common. 3• long x -148" Dila- References Stork Twin City Tes#ing Corporation Project Number 30160 05 -70120 Date: September 28, 2005. 0 • w S E OF • j x ' 1 • • '40 OR 1ti? •'' .' • •wee off 2006 +F BIWA- BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff B Product Approval �.� USER: Public user ;,. � Product Approval Menu > Product or Aonlication Search a Application List a Application Detail FL # FL821 Application Type New Code Version 2004 �4pplication Status Approved • ai7j 1 r1 •: • • comments Archived C Ism ��, . ° : 'Product Manufacturer United Steel Products Company •�• • ' Address /Phone /Email 703 Rogers Drive • Montgomery, MN 56069 (727) 536 -7891 ext 152 riutz@gibraltarl.com Authorized Signature robert lutz riutz @gibraltarl.com Technical Representative Address /Phone /Email Quality Assurance Representative .. Address /Phone /Email Category Structural Components Subcategory Wood Connectors Anchors Compliance Method Evaluation Report from a Product Evai Evaluation Entity National Evaluation Service, Inc. Quality Assurance Entity PFS Corporation Validated By Product Testing, Inc. Certificate of Independence Referenced Standard and Year (of Standard Standard) ASTM D1761 ASTM D1761 •••• Equivalence of Product Standards :0000: • 0 0 •• .Certified By 0000 000000 0000 . . '• 0 ,,Sections from the Code 1707.3 0000.. 0000 00 00 2314.4.4 0 . 0000. .. • 000000 00000 •• . 0000 0 . • .. 00 000 .. 00000: 0 0 0000. * Product Approval Method Method 1 Option C • • . • • • 9006 . •• • .. 0.00.. 0000 'Date Submitted 10/30/2003 0000 Date Validated 10/31/2003 Date Pending FBC Approval 11/04/2003 Date Approved 11/19/2003 Summary of Products Go to Page FL # I Model, Number or Name Description 821.61 SPT4 Stud Plate Tie Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 821.62 SP`176 Stud Plate Tie Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside, HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 821.63 JSPT8 Stud Plate Tie Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +j- Approved for use in HVHZ:. Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant! Design Pressure: +/- Other: 821.71 JSTAD8 IStrap Tie Anchor Down Limits of Use (See Other) Installation Instruction • • • • Verified B : • Approved for use in HVHZ: Y • • • • • • Approved for use outside HVHZ: Evaluation Reports • Impact Resistant: ...... .... . • Design Pressure: . .. . Other: . . . Strap Tie Anchor Down • • •... 821.72 STAD8RJ P "" Limits of Use (See Other) Installation. Instruction .. �. Approved for use in HVHZ: Verified By: * Vs o: 0 Approved for use outside HVHZ: Evaluation Reports ...... Impact Resistant: *000 Design Pressure: +/- Other: 821.73 DH210-2 Face Mount Hanger Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 821.74 THDH210 -3 Face Mount Hanger Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 821.75 THDH26 -2 Face Mount Hanger Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 821.76 "DH26-3 Face Mount Hanger Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resent: Design Pressure: +/- Page 18'of 19 NER4308 Table 14 —THDH Joist Hanger 3 Hanger Dimensions (n.) Fastener Schedule 2 Allowable Load Obt) Stock Steil Pleader Joist F,, = 460 11:06 F, = 625 Itffirf Uplift Number Ga W H D Qty Type Qty Type 100% 115%1125 100% 115 125%1133%1160% THDH26 -2 12 3- 7/16 5 -318 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 THDH28 -2 12 3-7/16 7 -118 4 36 16d 10 16d 16260 7145 7285 6260 7200 7825 2665 2665 THDH210 -2 12 3- 7/16 9-1/8 4 46 16d 12 16d 7215 7470 7640 7910 8260 8260 3490 349( THDH46 12 3-9/16 5-318 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 THDH489 • 12 3 -9/16 7 -118 4 1 36 16d 10 16d 6260 17200 7825 6260 17200 7825 2665 2665 ;.. .:'HDH417 1 12 3-9!46 9-1/8 4 1 46 16d 12 16d 7910 8260 8260 7910 1 8260 8260 3490 3.490 • • • THD .12 '5- 118' 5-318. 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 • THDH28 -3 12 AV / 7 -1/8 4 36 16d 10 16d 6260 7200 7825 6260 7200 7825 2665 2665 • 71-113H 6• 21� 12 .5r1t8. 9-1/8 4 46 16d 12 16d 7910 826018M 7910 8260 8260 3490 3490 60 66 • * • : S1: 1 inch = mm, MIA $'45 N, 1 ii�r? = 6.89 kPa; 1 psi = 6.89 kPa. 0606• 9• . 1• 6069 • . •• •. • . • 0 1 • ; A 16d nail is 3-1/2 inr�e; J89 mm) long and 0.162 (4.1 mm) inches in diameter. 9.6 16d nails drijen in 6 to t .* • shall b e installed at 30 to 45 degrees horizontall toward the header. • 3. The AUMIb torsional r;ment capacity for these connectors shall be 4457 inch4bf (504 N-m). 6600.. 0600 0 • 6066 16 d COMMON NAIL D HEADER o V v ° 8 o � D O Q O 9 0 HEADER NAILS JOIST NAILS --"' THDH HANGER . (TOP )AEW) JOIST 45° Figure 14* - THDH Joist Hanger .A � . a GENERAL N OTES NOTAS G EN E RALES HAND ERECTION - LEVANTAM BRACING FOR THREE PLANES OF ROOF IENTO A MANO BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES T th russes'are, not marked in any way to identify Los trusses no estan marcados de ningun modo Clue Trusses 20' or -, - ; _ , ` n( Trusses 30' or • EL ARRIOSTRE EN TRES PLANOS DE TECHO EL ARRIOSTRE PARR TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 e fr uen or location of temporary bracin dent fi ue la frecuencia o localization de Is arriostres less, support support at L1 less, su p eq cY P rV g• q PP p t Follow the recommendations for handling, (bracing) tempoales. Use las recomendaciones de manejo, at peak. quarter points. f m i Refer to BCSI-B7 Maximum lateral brace spacing instalen and temporary bracin of trusses. Summary Sheet 10' o.c. for 3x2 chords g 9 nstalacion y arriostre temporal de Is trusses. Veal eI folleto f /f This bracing method is for all trusses except 3r.2 and 4x2 parallel chord trusses. Tem porary and 15' o.c. for 4x2 chords Levante Levante de Iv 1 �rl' Diagonal braces Refer to BCSY 1 -03 Guide to Good Practice for gCSI1 -03 Guia de Buena Practca Dara el Man@jo.Instalacion del pico IDS IDS cuartos Este metodo de arriostre es are todo trusses exce to trusses de cuerdas aralelas 3x7- 4x2. Permanent Bracing l,o Or 15 eve ry 15 truss Handling, Installing & Bracing of Metal Plate A riostre de los Trusses de Madera Connectados con P p p Connected Wood Trusses for more detailed y trusses de 20 de tramp !1 for Parallel Chard spaces (30' max.) Placas de Metaloara pat mayor information. pies o menos. trusses de 30 1) TOP CHORD - CUERDA SUPERIOR Trusses for more information. Trusses u to 20' Trusses up to 30' information. Ls dibujos de diseno de los trusses pueden espedficar F a pies o menos. Truss Design Drawings may specify locations of las localizations de los arriostres rmanentes en los I Trusses hasta 20' Trusses hasta 30' Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing permanent bracing on individual compression Vea el resumen members. Refer to the BCSI -B3 Summary miembrs individuates en compresion. Vea la hoja resumen Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior BCSI -B7 - Arriostre I ( I B I -B para IDs arriostres permanentes y refuerzos de los Up to 30' 10' o.c. max, taco oral Sheet - Web Member Permanent Bracing /Web HOISTING - LEVANTAMIENTO �� miembros secundarios (webs) Para mayor information. El Hasta 30 p 10 pies maximo permanente de The end dia oral / >a Reinforcement for more information. All other j p P permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del Hold each truss in position with the erection equipment until temporary bracing is installed and 30' to 45' 8' o.c. max. trusses de cuerdas brace for cantilevered of the Building Des Disefiador del Edificio. truss is fastened to the bearing g g g points. 30 a 45 pies 8 pies maximo alp relelas Para mayor trusses must be placed Lateral brces nformacion. on vertical webs in line 2x4x12' length lapped Sostenga cada truss en position con la grua hasta Clue el arriosrre temporal este instalado y el 45' to 60' V o.c. max. Q The consequences o Improper handling, installing r f hlling with the support. over two trusses. truss asegurado en IDS soportes. 45 a 60 pies 6 pies maximo • • • • and bracing jp": ollapse of the structure, or ry v ,� • 0 a 80 p ie s 4' es m6xix. INSTALLING — I N ST�QEIO R • • • • • • worse, serious orsona in u or eat • w • • • • 60 a 80 pies* 4 pies maximo • • • • • • EI •esultado dattil�rynejo, instalaryon y aryostre � Do not lift trusses over 30' by the peak. ; madecuadosf puede scv la cafda de to estructura o 'Consult a Professional En ineer for trusses Ion er than 60'. • • • • • • • • • • No levante del pico IDs trusses de mas de 30 pies. 9 e 1 7( Tolerances for Out -of- Plane. - Tolerancias Para Fuera -de Plano • • 9A peor, mue�tdsb? eridos. • 'Consulte a Lin ingeniero Para trusses de mas de 60 pies. - - L°_J Max. Bow • • Max Bow • • • • M �� • Length —� � ® • • • � Bow Length • Greater than 30' - - - 12.5' • • • • • • • • w MISS de 30 pies Len • • • • • • • • • • • • • • (�( See BCSI -82 for TCTLB options. Max. Bow r Length -> • • • • • 7/8" • • • • • • • w • • 0 • w 0 • • HOISTING RECOMMENDATIONS BY TRUSS SPAN 171 \ • • • • /8 •�� • • • !ea el BCSI -B2 para las opciones Tolerances for Ry1 Dtft.) ON wilding and tiGlis plaWs have shajp poWs. Wear RECOMMENDACIONES DE LEVANTAMIENTO de TCTLB. Q Out -of- Plumb. I • • w 1 - 1/8" •1618 0 gloves wher•handiing and safet)•glasses vipen POR LONGITUD DEL TRUSS �� • • • m bandi • • • • • e z.. Tolerancias para x • 2' • • 1/4" •20.8' ��yy ; • • • j it g �' Fuera P lomada EMpaques y plains de metal tlefifll SdIPAP .. 60• or less Plumb •3f4i' • a' • 1 -3/8 � l • • • • ifi{ados. Use guantes lentes nigje*%rjs cuando Refer to CSI -B6 ° bob i - 1/2" 25.0' • • Corte IDS emp•q•m.• • Summary Sheet 1 /4 • • • • i 3/4" 29.2' • • • • • • • Gable Fnd Frame • >_ 33 • • • • B P, eat diagonal braces. D /5o max • -1/2 6' e 0000 • • • • • 2f' • • • w • • • • • • • Vea el fg sumen P S 1 -3/4" 7' • • HANDLING — MANE]O � Approx. 1/2 Repita los arriostres � 8 r • • • • truss length BCSI -86 - Arri re 2" (� Allow no more No permita mas r Use special care in Utilice cuidado Tagline TRUSSES UP TO 0- __� de u n techo aids dlagonalesn CON LOADING - CARGA DE CONSTRUCCI0 Stack Hei ht TRUSSES than 3" of deflec- de 3 pulgadas de windy weather or especial en dials aq »( Set first five trusses with spacer pieces, then add diagonals- Repeat ai proceed with construction until all bracing Is secure) g tion for every 10' pandeo por cada 10 near power lines ventosos o cerca de LJ process on groups of four trusses until all trusses are sei. and proper) In lace. Y P for Materials on Trusses of span, pies de tramo. and airports. cables electricos o de No roceda con la construcci6n hasta aeropuertos. reader bar Instate los cinco primeros trusses con espaciadores, lueyo los arriostres P Clue todos los arriostres Material Height h) aeropuertos. �b.r diagonales. Repita este procedirriento en grupos de cuatro trusses esten colocados en forma apropiada y Segura. Gypsum Board 12" Toe n hasta que todos los trusses ester instalados. Plywood or CSB 16" Do not exceed maximum stack heights. Refer to BCSI -B4 Asphalt Shingles 2 bundles Summary Sheet - Construction Loading for more information. Concrete Block 8" ° Spreader bar for Spreader bar 1 /2 to _� 2) BOTTOM CHORD - CUERDA INFERIOR No exceda las maximas alturas recomendadas. Vea el resumen Clay Tile s - files high truss bundles 11 *, Tagline 2/3 truss length I �; BCSI -134 Carga de Construcci6n para mayor information. TRUSSES UP TO 60' Lateral braces a'mex. �Q�� TRUSSES HASTA 60' t � % , 2x4xl2' length lapped T " O O max. over two trusses. 10 I to I Locate Spreader bar - _ - •{+ ...III f 7( Check banding Revise IDS empaques or stiffback 10' D.C. above LJ prior to moving antes de mover los mi / ax. Do not overload small groups or single trusses. bundles. paquetes de trusses. No sobrecargue pequefios grupos o trusses individuales. Q Pick up vertical Levante de la cuerda l _ bundles at the superior los grupos Qi Avoid lateral bending. - Evite la flexion lateral. 1 if Place loads over as many trusses as possible. top chord. verticales de trusses. - t L7 Spreader bar 213 to Coloque !as cargas sobre tantos trusses Como sea posible. � • F- 3/4 truss length —�~` ' Diagonal braces n( Position loads over load bearing walls. Taglineu �4 _• every 10 truss L 3 TRUSSES UP TO AND OVER 60' ' °'" �, spaces (20' max.) Coloque ices cargas sobre tar Paredes soportantes. TRUSSES HASTA Y SOBRE 60' 10' -15' max. ALTERATIONS - ALTERACIONES Some chord and web members not shown for clarity. Q Refer to BCSI -B5 Summary Sheet - Truss Damage 3obsite Modifications and Installation Errors , BRACING — ARRIOSTRE Veal el resumen BCSI -65 Da "nos de trusses Modificaciones en la Obra y Errores de Instalacion. Refer to BCSI -B2 Summary Sheet - Truss Installa- 3) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut, alter, or drill any structural member of a truss unless „ ® Do not store No almacene Q' specifically permitted by the Truss Design Drawing. unbraced bundles verticalmente IDs tion a Temporary Bracing for more information. upright. trusses sueltos. Veal el resumen 13CSI -62 - Instalacion de Trusses Q No Corte, altere o perfore ningun miembro estructural de IDs y Arriostre Temporal para mayor information. trusses, a menos Clue este especificamente permitido en el dibujo del direr "o del truss. ONE WEEK OR LESS MORE THAN ONE WEEK Web members Do not walk on unbraced trusses. Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's No camine en trusses sueltos. prior approval may render the Truss Manufacturer's limited warranty null and void. ` Top Chord Temporary Lateral Trusses que se han sobrecargado durante la construction o han sido alterados sin Una autorizad6n s - Locate ground braces for first truss directly Bracing (TCTLB) previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. in line with all rows of top chord temporary 4 lateral bracing. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- lf( BUndIeS stored On the ground for one pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding u week Dr more should be raised by blocking Coloque IDS arriostres de tlerra para el j `•`�., \`� construction practices from a competent party. The methods and procedures oudined are intended to ensure that the overall construction at 8' to 10' on center. rimer truss directamente en llnea con " techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, Installing and bracing wood P �. Diagonal braces trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of Do not store on No almacene en cada Una de las filar de arriostres laterales 2x4 min. every 10 t U55 responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erectionpnstallation Contactor It is not LDS semana aim s d e be os en !a Uerfa por intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, uneven round. tlerra desi temporal es temporaes de la cuerda superior j spaces 20' max. ) una samara o mas debar set elevados 9 g P ( the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and baring wood trusses and it ricer con b10 Ues a cada 8 O 10 les. 10' X. not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by q P Brace first t uss well same spacing the truss Erection /Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any � — before erection of as bottom Chord responsibillty for damages arising from the use, application, or reliance on the recommendations and Information curtained herein. Q For long term storage, cover bundles to pre- additional trusses. Some chord and web members not shown for clarity. vent moisture gain but allow for ventilation. lateral bracing w�o Para almacen amiento por mayor tiempo, =' - -•w ■ cubs los paquetes Para prevenir aumento _ DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE de ra IDS p d p ere perrrllta venir um ' One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 1 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE1 608/274 -4849 • www.woodtruss.conn 608/833 -5900 • www.tpinst.org �l BIWARN11x17 031125 AN i 1 13 %_ 11 - vim in ji Miami Shores V - Building Department S 9a` 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 I ' Tel: (305) 795.2204 Fax: (305) 756.8972 �'�, V� BUILDING Permit No. W", PERMIT APPLICATION master Permit No. FBC 2004 Permit Type (circle): Building Roofing c ,, Owner's Name (Fee Simple Titleholder) 1Wvedla. I S Phone # Owne Address "I �� m � rp A V , `�'t City ►C(rT)i S ho re State F 1 Zip 3 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) q 3(;Q N) V� City Miami Shores Village , County Miami -Dade Zip 3 FOLIO / PARCEL # 0 1 Q Is Building Historically Designated YES NO ___Y _ Contractor's Company Name �'� r Ict i l l(�, Jo !1 -s" (bOW )hone# 30 3 a L 4 a Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6_6 ► Ono Square / Linear Footage Of Work: � ©�J Type of Work: R Addition ❑Alteration [ ❑ Repair/Replace ❑ Demolition Describe Work: CL DEC b 3 .1- 2006 $ CCF $ W CO C I S Permit Fee $ �� Notary $ Training/Education Fee L' Technology Fee $ Scanning $ Radon $ ' !P4 DPBR $ 5 'Q,9 Zoning $ Bond 0 " "Code Enforcement $ Double Fee $ C Structural Review. $ 0 - Total Fee Now Due $ S 2 � 20 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 permii is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ Signature Owner or Agent Contractor The foregoing instrument 99was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20v0, by ,��jGt fly day of 20 _, by , who is personally known to me or who has produced a A02- 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 U LIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: �'� No" Punic LSo of Florida My Commission Expires: Bonded By National Notary Assn. APPLICATION APPROVED BY. 'a� /7 Z�1 ° V S Plans Examiner Engineer Zoning (Revised 07/10/07) RC-111070f on Inspection Worksheet Miami Shores Village C 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 136168 Permit Number: PL -1 -09 -133 Scheduled Inspection Date: February 24, 2010 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: SOLIS, MARIANELLA Work Classification: Addition /Alteration Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: ESTRELLA PLUMBING, INC Phone: (305)333 -2217 Building Department Comments TWO STORY ADDITION ON EAST SIDE OF THE PROPERTY TO ADD 2 AND 2 BATHROOMS Inspector Comments Passed Failed 2 &�/ r�v Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 23, 2010 For Inspections please call: (305)762 -4949 Page 28 of 34 PERMIT # CONTRACTOR: Vim( SUBMITTAL DATE: �� 3 ADDRESS: NAME: 9(A!°,Li-A RESUBMITAL DATES: PROJECT TYPE: ®k /l/ / ZONING I FIRE j3 n_ STRUCTURAL IMPACT FEES ELECTRIC AL��"` HRS/DERM PL BI G/' NOC I i MECHANICAL BLDG Miami Shores- Village � CM� M g FEB 1 s 2009 Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 BY Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 0 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roof g, (' 2 c� c�!� Owner's Name (Fee Simple Titleholder) vV J Phone # WS ' cJ 'o[4yQ& J Owner's Address city State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) z City Miami Shores Village County Miami -Dade Zip 1,3 FOLIO/ PARCEL # ) V� l V9 10 Is Building Historically Designated YES NO ✓� Contractor's Company Name -i4z Phone # DOS " 1 1 2? - (q4 Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: Addition DAlteration QNew ❑ Repair/Replace ❑ Demolition Describe Work: Oz U SS S :; eSx��x��xx��xx�x��xx��x��xxx�� :�� Submittal Fee $ Pernik Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6 ov Total Fee Now Due $ B 2 4 2000 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 r9aspectionfee will be charged Signature Signature Owner or Agent Contractor The foregoing myqrupient was ackno ledged before me this The foregoing instrument was acknowledged before me this day of 20 eby / ,f 1 s ; day of , 20 _, by , who is pe sonally known to me or who has produced 7�n1�1S/� who is personally known to me or who has produced identification and who 4A oath. as identification and who did take an oath. NOT Y P ICt 0 ,0 �'►vi . `t NOTARY PUBLIC: CIO , Sign: P� Sign Print: Print: My Commission xpires: My Commission Expires: APPLICATION APPROVED B Y: ��'�f �� / l p �1 .S hu e- /' • Pians Examiner Engineer Zoning {Revised 07110/07) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ................................ ................... — ---------- - ----- - - ....................... ........................................................... A. I lk . .. Scheduled Inspection Date: April 06, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Slab Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments 1 � _ _r `�� Passed gsle slab. Failed eAr4frAr__ Alto44 Correction Needed ❑ �r� n Re-Inspection �:��. Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 03, 2009 Page 1 of 2 "32 S Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FW Phone: (305)795-2204 Fax: (305)756-8972 400 ------------- ........................ - __-_ - - ... . ...................... . - ------ - -------- - .... ----- ----- ....... . . ......... ---------- . ............ ................................... M0.0 .................. Scheduled Inspection Date: April 01, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Plumbing Owner: SOLIS, MARIANELLA Work Classification: Addition/Alteration Job Address: 9322 NE 6 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: ESTRELLA PLUMBING, INC Phone: (305)333-2217 Building Department Comments AM, Ins ect r Comments Passed ti SE ONNECTION Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 31, 2009 Page 5 of 20 "'M Inspection 'Norksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL .0 Phone: (305)795-2204 Fax: (306)756-8971 ............................................................... . ............... ................................ ............ ------------- .......... ........ .... ..... Scheduled Inspection Date: April 01, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: SOLIS, MARIANELLA Work Classification: Addition/Alteration Job Address: 9322 NE 6 street Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: EDD HELMS ELECTRIC & A/C INC Phone: 306-653-2520 Building Department Comments Inspector Comments Passed Failed Z_ Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 31, 2009 Page 7 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 0. .................. ----------------_------- ... ............. ............... .. . .... . .... . ................... . . ...................... .- ............ . . . . . .................. . ..... . . ... ......... =-- .. . . . . . . . .. .... ... ... .. .. .. .. .. . . . . ..... ................ Scheduled Inspection Date: April 01, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Underground Rough Owner: SOLIS, MARIANELLA Work Classification: Addition/Alteration Job Address: 9322 NE 6 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project <NONE> Contractor: ESTRELLA PLUMBING, INC Phone: (305)333-2217 Building Department Comments J Al Insp Comments Passed El Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 31, 2009 Page 4 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 09, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Slab Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 103246. Stem wall must be poured before slab. Masonry has joints that exceed 2 ". Walls are not straight and true. Failed ❑ Stopped inspection. NB Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 08, 2009 Page 24 of 42 Notice of Preventative Treatments for Termites (as required by Florida Building Code (FBC) 104.2.6) Econoway Exterminating Co., Inc. 468 East 9th Street >� ,3 / 31 rmw U AM M Hialeah, FL 33010 305 - 8654966 A pplicator `/ we ; M Address of Treatment or Lot / Block of Treatment —9332— NE is AU (L U c MiGA- nI S -e_s. r- I P U f) I Concentration Number of gallons applied N Chemical used (active ingre� Area treated (square feet) Linear feet treated 1. 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 tre ent all completed prior to final building approval. L this notice is for the final exterior treatment, initial and date this fine. Permit # Reorder Product # 7023 from • CROWNMAX • 1.300.252.4011 w . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ----------- ................................ . .................... . . ........... . ......... — - ------ .. . . ........... . . .................................. . . . . .. ..... .............. . ...... . ... . .. .................. . ... . ......... . . ................ ......... -0 INN -------------- ------------------ 0 . . . . . . . . . . . . . . . . . . Scheduled Inspection Date: March 24, 2000 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed O V Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. March 23, 2009 Page 20 of 43 Inspection Worksheet Miami Shores Village it vAt 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------ - --------------- -- - -------------- _------------- ---------- ----------- - ---------------- -------------------------------- - - - -------------------------------- --------- ............. ................ C 1211111"�* Inspection Date: May 01, 2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: SOLIS, MARIANELLA Work Classification: Addition Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER B uilding Department Comments �� Inspector Comments D Passed Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 01, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL,' Phone: (305)795 -2204 Fax: (305)756 -8972 �� •.: I _ � _> Inspection Number: I NSP- 1 05257 Permit Number: PL -1-09 -133 Scheduled Inspection Date: February 19, 2010 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: SOLIS MARIANELLA Work Classification: Addition /Alteration Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138 Phone Number Parcel Number 1132060140910 Project <NONE> Contractor: ESTRELLA PLUMBING, INC Phone: (305)333 -2217 Building Department Comments TWO STORY ADDITION ON EAST SIDE OF THE PROPERTY TO ADD 2 BEDROOMS AND 2 BATHROOMS Inspector Comments Passed E] 2- 5-- 4 G Failed Correction Needed ❑ 5 i' (� ` b' Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 18, 2010 For Inspections please call: (305)762.4949 Page 1 of 14 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 105248 Permit Number: MC -1 -09 -132 Scheduled Inspection Date: December 01, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: SOLIS, MARIANELLA Work Classification: New Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 113206014091 Project: <NONE> Contractor: JIM ARCE SERVICE Phone: 305 - 262 -3589 Building Department Comments two story on east side of property to add 2 bedrooms and two bathrooms �Z 1 Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 30, 2009 For Inspections please call: (305)762 -4949 Page 1 of 32 0 Miami 1 Shor Village •• ::r::: ' n es t 3 10050 N. E. 2nd Avenue f w�. Miami I Sho res FL 331 38 -0000 � > >�: ::. •::�' •.:::> �� >` ��>'''''' �''' �>> ��>::>:»:>::>::><.::::>:>:::`= : >: >«:: >:;;::: >::: >:: >::: ><:::> ��: ><:> f Pho - ne. 3 { 05 )795- 2204 Expiration: t{ � 1 2A9 Project Address Parcel Number Applicant ......::........:..:..., .,.,....:.:.......:......•.,.:-'-'-"...,...:......:..,-'-'-'.....:,-,..........::.,.....:.....:.,.:::.--- -- ..:.- ..:..:.,.....,.::. - -,.- .,,..:....,.........:::::::.. M,,...:.....:...:..,.......:.......:.,...,.:,...::::.,..::...:....:........, Na ,..,.:...,.....e.....::.,..,... , ....,.....:... ,,,,.,....,...,:......:.:::: ::: 9322 6 Street 1132060140910 Miami Shores, FL 3313$ Block: Lot: MARIANELLA SOLIS ;, . .. >✓T :. }: ✓:' .:•.•.•.• w.:\ w�i•✓::»»,>>•: >::: >: >•'w »• :y :,:: >..:.,5.,.:.. r _. -w ..wv. v.. v.m -r w .........• 5... .....✓4}.Q.....>•�v....N4.O:... o.:B'e.'>.....•...> S \'Y✓:y, •..,b "TJ O b.. Owner information .,,..,w ,.,...., Address Phone Cell MARIANELLA SOLIS 9322 NE 6 AVE MIAMI SHORES FL 33138 -2837 ......... .... ., �,✓:...:•.•.> e :: •J .;.T:•:: > :.mT }:•;.T, • . • . v r..•...> Yw, ry}}%:•} Y. T:•:•:•: q:•:•'•:• T:{• :•:•:•:•:•:•:• <,.:- :• Y.9 >T ., ................. ... ........ ✓., .:«.. rJ, JJ JJ:...,.,..:.,.:,.::,:::::...e.: c.,....,..,,..,.,,.,.✓ JJ..✓.,>.,,,,¢".JJ JJ..,,,. J::, as'>,,.,,...JJ.... x, 8e.> • %.•.n.•:.✓.•..• ✓. :..J... >.J.,> ..... ................... Contractor(s) Phone Cell Phone ;Valuation: $ 3,900.00 JM ARCE SERVICE 305 - 262 -3589 .............. -....................................................... Total Sq Feet: 1058 ..:•.:: s� G :$;iT¢:rT.>4:>�..v:�. T,» c�: o✓ ti<•.'..,:: i2.'< Yo: .`•:$'v: : ...:.................. Tons: Available Inspections: Additional Info: A/C SYSTEM INSTALLATION Inspection Type: Classification: Residential Ventilation Approved: In Review Final Comments: Date Approved:: In Review Rough Date Denied: Type of Work: ADDITION Hood Rough Duct Smoke Test Smoke Det Test Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ 2.40 MC -2- 09-33992 $ 164.95 $ 164.95 $ 0,00 Education Surcharge $0,80 Notary Fee $5,00 Permit Fee - Additions/Alterations $150,00 Scanning Fee $3.00 Technology Fee $3,75 Total: $164.95 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto arit_In strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING; MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN ERSAFFIDAVIT: 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. Futhermore, I authorize the above -named contractor to do the work stated. March 06, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 06, 2009 1 Miami Shores Village D ° Building Department sAN 2 9 zGC j 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - -) Tel: (305) 795.2204 Fax: (305) 756.8972 B " . BUILDING P No. olt PERMIT APPLICATION Master Permit No. pc nx g FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) , B 6Iia r�°_�( SO I S Phone # M Q 4 a a Owner's Address `� City �' io ml e 11 ®rem State Zip 33) S Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) .�°� t c, AVE, P, 4ml -j �de,s �l B813T City Miami Shores Villaae County Miami -Dade Zip FOLIO /PARCEL# 0/4- 09 Is Building Historically Designated YES NO X Contractor's Company Name. ec ee Phone Contractor's A Q Z 7i City� State�� Qualifier Name e— ® - �C Phone :� State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Pone # Value of Work For this Permit $ `'< 13,900. Square / Linear Footage Of Work: /b J' Q 17-1 . 00 Type of Work: RAddition ❑Alteration [ ❑ Repair /Replace ❑ Demolition Describe Work: d a orq act✓x. ll. bn on eo side- xxxx x *x * # *x Fees Submittal Fee $ Permit Fee $ 1 S D ac7 CCF $ CO/CC Notary $_ -00 Training /Education Fee $ • 0 Y 0 Technology Fee $ • / S Scanning $S Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 - aS 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 t � Signature Signature oc, Owner or Agent Contractor The flolilegoing instrument was ack owledged re me t is The foreg 'ng instrument was acknowledged before me this �Lo day ,20�by day of ,20�,by who is p sonally nown to me or who has produced who is sonally nown to me or who has produced and who did take an oath. as identification and who did take an oath. NOT AR`' P LIC: �� NOTARY P f V� - Sign: i, v:. Sign: Print: `�.a tea. Print* ��tl �7�:�?�w��z . M Commission Expires: My Commission Expires: *� r7' aY �e 9: :Fe4xaYdc orxze kxxeY 4cxic & &de•ie &xx9rxY iYatrxx4t aY sF o'�xaY OY 9eir xudexx'se 4cx9rdraYxaYatxie ae Yx4rxxat eYxxxx T EOF Fl. � d� , APPLICATION APPROVED BY: Plans Examiner Engineer 7,oning (Revised-02/08/06) ww Miami Shores Village r... 10050 N.E. 2nd Avenue �' 6�� Miami Shores, FL 33138-0000` f xrx yn c Phone: (305)795 -2204 _.PEA ttS WRO Expiration: 0811 812009 Project Address Parcel Number Applicant 9322 6 Street 1132060140910 MARIANELLA SOLIS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARIANELLA SOLIS 9322 NE 6 AVE MIAMI SHORES FL 33138 -2837 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 ESTRELLA PLUMBING, INC (305)333 -2217 (786)299-4226 Total Sq Feet: 0 Type of Work: PLUMBING Available Inspections: Type of Piping: ADDITION Inspection Type: Additional Info: Bond Return: op Out : Re Pipe Classification: Residential Main Drain Underground Rough Heater Water Service Final Water Main Lavatory Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.80 PL -2 -09-33993 $ 200.02 $ 200.02 $ 0.00 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee - Additions/Alterations $185.00 Scanning Fee $3.00 Technology Fee $4.62 Total: $200.02 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated February 23, 2009 Authorized Signature: Owner / Applicant i Contractor / Agent Date Building Department Copy February 23, 2009 1 Miami Shores Village � 9 .. 1 . 6� 1A�1 2 U„ 9 Building Department 10050 N.E.2nd Avenue Miami Shores Florida 331 38 BY. ...... °.. Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. t in PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type: PlumbinI4 Owner's Name (Fee Simple Titleholder) XbylCjft811Ct - Phone # 50 -5 772 �a d Owner's Address 130 K)t `p /� City H lam' D r State # Zip 1 �� Tenant /Lessee Name Phone # E- MAIL: ,r� Job Address (where the work is being done) �� `c�o�• F, ro f 1�� [, Gi m ' sh prey f 33) Ei �? City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # / [ '3a06 - 0)y - 0 9 / U Is Building Historically Designated YES NO ___)( Contractor's Company Name �' �2 �A >��C✓�rr Phone Contractor's Address - 900 City 4 "4 State FYI— Zip 3?yy I Qualifier Name �0 [ _ ('® k (L Phone # 0 6t7S 333 22 / a State Certific to or Registration No. i'`t~— ©� 3a� 3� Certificate of Competency No. 04 (Pd®©c4{Z3 E- MAIL: 1 -1, JVi-%1:L 24by CD gA,4pp + m5 Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 Y00 Square /Linear Footage Of Work: Escwl; ` Altti eraon ❑New ❑ Re air /Re lace p P ❑Demolition can easy s 6 ct�od Submittal Fee $ Permit Fee $ J � cc S CO /CC Notary $ ^ � Training /Education Fee $ �Q� Technology Fee $.p_ Scanning $ 2' 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ,n 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. 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 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 Signature Owner or Agent on actor The foregoing instrument was acknowledged b re m hi W The foregoing instrument was acknowledged before me this / day of 20.J 1I by �j day of '� 20 ® b > y who is p / identification and who did take an oati,�0 ��- � as identification and who did take an oath. NOTA Y P BLIC: 4ti ti ° NOTARY PUBLIC: Sign: � 5� w JOWAMENM 5 e Sign: Pubk StMe Print: �¢. o'� � � My Commission Expires: My Com r° on APPLICATION APPROVED BY: V Plans Examiner Engineer Zoning (Revised 02/08/06) ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING -� -- TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES March 23, 2009 Marianela Solis 9322 NE. 6th Avenue Miami Shores, FL RE: Subsurface investigation for a Proposed addition located at 9322 NE> 6 Ave., Miami, Florida Dear Sir 1 Madame: Pursuant to your authorization, All State Engineering & Testing Consultants, Inc.(ASETC), conducted a subsurface investigation at the above referenced project. The investigation was performed on March 19, 2009. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed construction. To achieve the desired objective three (3) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D -1586. A two (2) feet long two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 lb. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) .feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for a one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration resistance value). The "N" value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at six (6) feet zero (0) inches, below the existing surface (see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes rainfall variation, surface water run -off and other, specific factors related to the site in question. 2380 West 78th Street I Hialeah, Florida. 330161 Phone: 30M88.3373'Fax 305. 888.7443 Page 2 — March 23, 2009 Marianela Solis FOUNDATION RECOMMENDATIONS: Based on our professional engineering judgement and experience it is our professional opinion that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 3000 pounds per square foot (psf). The use of spread footings and single column pads is suggested. A monolithic foundation system may also be adopted. The foundation should bear on the tan sandy lime rock material or compacted backfill lime rock and lime sand material (or approved fill material). The building pad should maintain a distance of +/- 5 feet outside the perimeter of construction. The building pad area should be cleared of all topsoil and unsuitable surface material and proof rolled prior to construction. Additional backfill required to raise the site to grade should be performed using a clean mixture of sand, lime sand and lime rock (or approved fill) material in compacted lifts not to exceed 12 inches in compacted thickness. Each lift should be compacted to achieve a minimum compaction of 98% of the optimum dry density as per AASHTO T -180. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. is not responsible for any sub -soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Marianela Solis. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company: Please feel free to contact us if there are any . questions or comments pertaining to this report. Sincerely yours, Xaseem Quadri, P.E #59481 Special Inspector Threshold Bldg #1154 All State Engineering And Testing Consultants, Inc. WQlbm — marianela solis ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 2380 West 78' Street, Hialeah, Florida. 33016 J Phone: 305 - 888 -3373 Fax: 305- 888 -7443 . TEST BORING REPORT CLIENT Marianela Solis Order No. 09.0222 ADDRESS: 9311 NE. 6th Ave., Miami Shores, Fl. Re rt No. 1 PROJECT; Proposed addition Hole No. B -1 ADDRESS 9311 NE. 6th Ave., Miami Shores, Fl. Date 03/19109 LOCATION South side of proposed addition inside footing) Driller MP & LT DEPTH:.*.* . DESCRIPTION OF MATERIALS :: Sample Hammer blow :. "N° : Hammer blows on sam er ..,. calm 1 0' -0" to 0' -6" backfill: tan lime rock & lime sand 12 10 0' -6" to 2' -0" white medium sugar sand 2 0 ' -2 8 7 18 3 2' -0" to 5' -0" dark brown medium silica sand 8 7 4 74 7 6 14 5 6 5 6 5' -0" to 15' -0" tan medium lime sand with lime rock 4 ' -6 ' 12- 13 17 7 14 15 8 6-8 14 13 29 g 13 12 10 8' -10' 12 10 24 11 11 10 12 10' -12' 11 10 21 13 10 9 14 12-14' 9 8 18 15 8 7 16 End of boring @ 15' -0" 14'-16' 8 7 15 17 18 19 20 18' -20' 21 22 20' -22' 23 24 22' -24' 25 26 24' -26' 27 28 26' -28' 29 30 28' -30' 31 32 33 34 35 WATER LEVEL: 6' -0" below surface Respectfully Submitted, At Date: 03119/09 W 9 4 eem Quadri, P.E. #5948 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES- ENGINEERS- INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 2380 West 78 Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305 - 888 -7443 TEST BORING REPORT CLIENT:' Marianela Solis Order No 09.0222 ADDRESS 9311 NE, 6th Ave., Miami Shores, Fl. Report No.; 1 PROJECT: Proposed addition Hole No. B -2 ADDRESS 9311 NE. 6th Ave., Miami Shores, Fl. Date 03/19/09 LOCATION rEast side of proposed addition inside footing Driller mP & LT DEPTH DESCRIPTION OF MATERIALS Sample Hammer blow °N" Hamrter blows FE ° No. .: on sam ler 1 0' - 0 " to 0' -3" backfill; tan lime rock & lime sand 13 11 0' -3" to 2' -0" white medium sugar sand 2 0 ' - 10 8 21 3 2' -0" to 4' -0" dark brown medium silica sand 9 8 4 2'-4- 7 7 15 5 4' -0" to 14' -0" tan medium lime sand with lime rock 16 14 6 4 '- 6 ' 13 12 27 7 13 12 8 6 ' -8 ' 13 12 25 9 13 12 10 8 ' - 12 10 24 11 10 11 12 1a -12' 11 10 22 13 10 9 . 14 12' -14' 9 8 18 15 End of boring @ 14' -0" 16 14' -16' 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 • 35 WATER LEVEL: 6' -0" below surface Respectfully Submitted, At Date: 03/19/09 seem Quadri, P.E. #59489 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS- DRILLING- ENVIRONMENTAL SERVICES 2380 West 78 Street, Hialeah, Florida. 33016 / Phone: 305 - 888 -3373 Fax: 305 - 888 -7443 TEST BORING REPORT CLIENT Marianeia Solis Order No.: 09 -0222 ADDRESS 9311 NE. 6th Ave., Miami Shores, Fl. Report No. - 1 PROJECT Proposed addition Hole No: : B -3 ADDRESS 9311 NE. 6th Ave., Miami Shores, Fl. Date 03119/09 LOCATION North side of proposed addition (inside footin) Driller..' MP & LT DEPTH : DESCRIPTION OF MATERIALS _ .. Sample Hammer blow 'N °: Harnrttar- t?Iaws No. onsampler ;`r oirMn 1 0' -0" to 0' -6" backfill, tan lime rock & lime sand 11 9 0' -6" to 2' -0" white medium sugar sand 2 U -2' 8 7 17 3 2' -0" to 5' -0" dark brown medium silica sand 7 7 4 24 6 6 13 5 6 5 6 5' -0" to 15' -0" tan medium lime sand with lime rock 4 '-6' 14 12 19 7 13 12 8 6'-8' 12 11 24 9 10 11 10 8' -10' 10 9 21 11 g 8 12 10' -12' 9 8 17 13 8 8 14 12' -14' 7 8 15 15 8 g 16 End of boring @ 15'4 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 • 35 WATER LEVEL: 6' -0" below surface Respectfully Submitted, At Date: 03/19/09 aseem Quadri, P.F. #51489 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. ALLSTATE All State Engineering & Testing Consultants, Inc. ENCsIF�1N� TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMISTS- DRILLING - ENVIRONMENTAL SERVICES Proctor Compaction Test Date March 19, 2009 Order Number F 09 -0222 Client Mariamela Solis Address 9322 NE 6th Ave, Miami Shores, FL Project Miami Garden Storm Drainage Imp. (N.W 152nd Terr.) Address 9322 NE 6th Ave, Miami Shores, FL Sample Location Stock Pile at the Job Site from Soil Description Fine brown silcia sand with sugar sand and porous rock Sampled By Raza F Reported to Test Results Laboratory Number 09 -1667 1 Sample Number 1 The following Compaction Test was conducted in accordance with the standard methods for Moisture /Density relations of soil using a 10 lb. Hammer and 18" drop A -ASHTO designation T -180 -C Moisture Dry Density Moisture Vs. Dry Density 5.2 100.4 7.5 103.9 106 8.3 104.2 104 10.9 101.1 102 100 wP Optimum Moisture % 8.3 98- Dry Density 100% Max. Dry Density 104.2 96 98% Dry Density 102.1 94 95% Dry Density 99.0 Gradation Test /Passing 3/4" 98.70% 92 Sieve 90 5.2 7.5 8.3 10.9 Sampled By Raza Tested By Jose Checked By WQ Typed By Veronica Respectfully Submitted by, � .e '' � m Quadri, f RE # 51481 All State Engineering & Testing Consultants, Inc. Id any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All ate Engineering & Testing Consultants, Inc. is not to be held responsible As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved ASETC Form # 100 -1 Proctor Report ALLSTATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS- DRILLING - ENVIRONMENTAL SERVICES Field Density Test of Compacted Soil Client Mariamela Solis Order Number 09 -0222 Address 9322 NE 6th Ave, Miami Shores, FL Date 03/19/09 Project Miami Garden Storm Drainage Imp. (N.W 152nd Terr.) Gauge Number 1 Address 9322 NE 6th Ave, Miami Shores, FL Phone Number Attention Lab ID # Location 09 -2984 North side wall footing @ Center area (addition) 09 - 2985 East side wall footing @ Center area (addition) 09 -2986 South side wall footing @ Center area (addition) Description of Material Fine brown silcia sand with sugar sand and porous rock Back Fill Subgradel I Base Rock Sampled By: Raza Tested By: Raza Laboratory Identification Number 09 -2984 09 -2985 09 -2986 Test Number 1 2 3 7 Depth in Inches 12" 12" 12" Field Density Lb /Cu.Ft (Dry Density) 102.6 102.3 103 Moisture Content 10.7 12.1 9.2 Maximum Density in the Field (%) 98.46% 98.18% 98.85% Compaction Requirement by Specs of Maximum Density 98.00% 98.00% 98.00% 100% Maximum Density (Lab) 104.2 104.2 104.2 Proctor T -180 AASHTO Method C 09 -1667 09 -1667 09 -1667 Optimum Moisture ( %) 8.3 Reported By: Jose Checked By: WQ Typed By Veronica Respectfully Submmii�ttted" by, � ��G --rte aseem Quadri P.E. # 51481 All State Engineering & Testing Consultants, Inc. Aak ould any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & Testing Consultants, Inc. is not to be held responsible As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved >..�. .... �. 4 e.. a Miami Shores Village 1 0050 1 N. E. 2nd A f t 3 venu e .� �# . .t� � ml Shores FL 331 Miami Sho 3 &0000 ::::: ::::::::::: >:. •- ! :::: <<:::: ::: >:� -:::: :: >: >:: ' �'::<:; i«:::>::::: z:::::>==><.:>::>::::>::::>::>::::>:::>:::>::::::::>::><.«::«::: z::: �:;:>::»::»::>::>::::>:::> :::<:: >::>:: >:::: >:: >:<::: >:: >: z ... ..... .. i:::::::: i:: F i::::i::::::ii::::i:::::::::::i Phone: (305)795-2204 • �`ksr r`� Expiration: 0 1 1 Project Address Parcel Number Applicant 9322 6 Street 1132060140910 Miami Shores, FL 33138 Block: Lot: MARIANELLA SOLIS .:•$.....•. a ..vx�6 ......::Y - Ti.°a....•...........xn.....r:: ... .. +.. ......... ...... Cell ......... ......�. ;<:• Owner Information Address Phone ........ .............. MARIANELLA SOLIS 9322 NE 6 AVE MIAMI SHORES FL 33138 -2837 .. �` �� 'a�'.•::..r�.00.$ {Si: ?:�i•.•::L V.$v:$•:.:•:: : RAP:: Y,{? ::.'• } }.•;ee:..,.:.:•:•:•:•:•:• };.tiff Contractor(s) Phone Cell Phone m................»...__......----- - ., ��.... . ................. EIDD HELMS ELECTRIC & A!C INC 305 - 653 -2520 Valuation: $ 8 , 000.00 01 Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: ADDITION Classification: Residential Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W.W. Fees Due Amount Invoice # Total Amt Paid Amt Due $' Edu EL - 2 - 09 - 33994 $ 301.40 $ 301.40 Education Surcharge $1.60 $ 0.00 Notary Fee $5.00 Check #: 112 Permit Fee - Additions/Alterations $280,00 Scanning Fee $3.00 Technology Fee $ 700 Total: $301.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. February 24, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 24, 2009 1 T Miami Shores Village �Y U Y Building Department FrE.3 10 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ° Tel: (305) 795.2204 Fax: (305) 756.8972 BY ° "" " "' " " " "" BUILDING Permit No. c9 ' O` PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) Mari oLrellQ Sblt.�S Phone # _ 3 0-S — 773 Q ,°Qa Owner's Address gBgQ QE; (p A ve, City _H I aml Sham State L Zip 23 l Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 933') Q Q G G A vc /mil) Q m P T l City Miami Shores Village County Miami -Dade Zip 33 ! 3 $ FOLIO / PARCEL # I I " 3a 06 - 0O -1— 0 9 / Is Building Historically Designated YES NO __,�( Contractor's Company Name E�AA "40%A& E71 e , rt L Phone # 3 (,, 53 -_.S 2--G Contractor's Address YI gSo - N E 'S A4- city R 1 Q M 1 ` State F�C" Zip 3 3 Co 2 Qualifier Name ® , K eAlq Phone # :! SO, 3 2S Z- G State Certificate or Registration No EC <3a D t'6 - 50 Certificate of Competency No. E - MAIL: VO C c_Gviey �+2e� i�e�v►.,i, Cory, Arch itect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ b e:0 cD c. Square / Linear Footage Of Work: Type of Work: lifA(ddition ❑Alteration ew ❑ Repair /Replace ❑ Demolition Describe Work: C ie_c+r% C0 v%n ec.- Ldj iC %fir q c6b'Irl'on e s i e < 5 >ti dee d: da aYxxaY aYxxd: dcxa4aYxd: Yxa4� &xxaY dray aY 4ed:xd:aY &ak drx FeeSdexx &xaY d: d: nY a4 aYx�4e aYx�a@ka: a4xxacxxaY aY drd:xaY drxd:xdrxxxxxdc& Submittal Fee $ Permit Fee $ R, !! v4vd CCF $ co /CC Notary $ Training /Education Fee $ 1.600 Technology Fee $ / n ' W Scanning $ '3 '00 Radon $. DPBR $ Zoning $ Bond $ Code Enforcement $ . Double Fee $ Structural Review. $ Total Fee Now Due•$ c "1_` � J 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 an einspection fee will be charged. Signature Signature w er or Agent Contractor The foreg ing instrument was ack b re me is The foregoing instrum t was acknowle ged before me this 1(3 day of 20�, bylV VW , day of e_ f %AOJV 20, by •K��/ , who i personally k own to me or who has produced who is p onally known me or who has produced identification and who did take an oath, as identification and who did take an oath. NOTARY UBLIC: NOTARY PUBLIC: } • •arr.,,, MARY E Hnc>eNEY : j �.,••• MY COMMISSION # DD 817400 1 ®��j� ��►° ��'�� J �•. , a£ EXPIRES: October 1, 2012 Sign: , , �� • �' Sign: '° BondedThroNotaryPub9cUndetwrtere Print: CS��`a• o� c Print: ` A e My Commission Expires: 4 &'�e My Commission Expires: rzxd: iex k�cxaY r.S:4:xx9cx �e is $: iczdexxxic is ie ic�4r '9j x�z4:4ci:x &xxeY,:4: drKx9:,Y 4exxxi:x4skxzxxi¢xx�e ie is 4e x,Yxxdcxx�c�Kx,Yx4e x,F�4e :FxaY�xae,Y rY aY rY *aY APPLICATION APPROVED BY: S / Plans Examiner Engineer Zoning (Revised 02/08/06) Aliami Shores Village I ZY Bu i lding Department M A U9Ur -o 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Qe044••- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING R E AWED Permit No. r 0 � PERMIT APPLICATIO JU 0 4 2009 Master Permit No. 9 22 ,3 0 FBC 2004 www wliowww w! Permit Type (circle): Building Roo Owner's Name (Fee Simple Titleholder) � A 5, A Phone # Owner' Address �� ,,�..-- City State _ f;t , Zip z TenanUl,essee Name Phone # Job Address (where the work is being done) L 6 A V� City Miami Shores Village County Miami -Dade Zip FOLI. /PARCEL# Is Building Historically Designated YES NO Contractor's Company Name 4 o O V,!9 f d � hone # Contractor's B. G Cit State Qualifier Name Phone # State Certificate or Registration No. 1316 t45 . Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 2 Value of Work For this Permit $, ®� Square/ Linear Footage Of Work: r _ Type,Wok' QActciiti ❑Alteration �N Re air/Repiace ❑ Demol ition t'BVfd79p.. t' S L� IN G. -. Sub Fee $ Permit Fee $ CCF $ e Notary $ "' Training/Education Fee $ ' " @CJ Technology Fee $ (U'oC� Scanning $ Radon $ DPBR $ Zoning $ Dond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ U ?y ' See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage- I, Name (if applicable) Mortgage Lender's Address City State Zip ti 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 09, 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. t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature r Owner or Agent ontractor The fo egoing instrument was, acknowledged before.me this The fore ing instrument was acknowledged before me this 3 Q� F day of' .20 by 7 t`� aay of , 20 by who i y o me or who has produced who ers onally 1� who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: �4'. My Commission Expires: •AUGBtali M Commission Ex ices: • s y P APPLICATION APPROVED BY: Plans (lxamizier R "v+ Engineer Zoning (Revised 07/10/07) Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; r� � - DATE: (5) Con . or ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ent to continue permitting process. Acknowledged by: 1 PERMIT CLEARK INITIAL: o RESUBMITTED DATE: '� t : PERMIT CLEARK INITIAL: • • • iermit Applicatio r. ill. _�'� iil; � 7 r :,• r �/ " n •. ' ■■ ■N.■■n■n ■ ■■ ■N■■■ �■nN■■■■■■.■ ■ ■N 5 ■■NN■NN■■NNEN■■ ■N!■�N11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■■■ ■■■ ■■■ ■■■■ ■■ ■■■■■■ ■■■■■■■■ ■■■ ■tN■m■tm■o ■m■N■ ■ N■m■N■■ N ■ ■tom■ ■tm■tmmt■t■ ■m■tt■■■■tt■■� ■■■■■■■■■■■■■■■ t■ N■■ t■■■■ t■■■ o ■ ■o■ ■ ■ ■ N ■ ■ ■mistt ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■t ■ ■ ■■■m■■■mm■mN■r - -- ��mtttN■tm■tt■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■N', ►. i■ iii ,. ■ii ■iiwr il•�� ■rr��t■i FoiF,AAMENNOMMEM ■j N ■ ■ ■ ■ ■ ■ ■ ■ ■ N9 IN LINEN ■s■rr_ \ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■'I ■ NINE ■ ■moss■■■■■' 0 ■m■ ■N ■ ■N ■sNN1 I ■■■VINm■ 1■0 ■■0 ■tn■■tN■ ■ ■m ■omm■mm ■nsi MEN MONO ■ ■o■■ommo■ ■m ■, ■o ■NNm■■■NNNKiI INtmilo ■CGIL;dmmmtAll Damo NO■NIF 'ANNNI IN MONO ■Nom ■ ■tt' ■ ■ ■o ■ ■NNN ■ ■m�Vl Im ■N \ \mNNm ■ ■t ■ ■s!1 ■ ■N ■smm ■m'4m■■■ ■■■NNS ■ ■ ■■ ■ MEN � ■N ■o ■ ■ ■ ■ ■N■ ■VIII 1■ t ■ ■►�■ ■ ■ ■ ■ ■ ■ ■ ■N ■■■■ ■■ ■I,� ■n■ ■t ■no■Io'!r \MORE■■ ■m■■N■ssmm■s■II ■t \ml ■:.� 1.r °iL,■m■MNO■I ■momsoo■■ ■s■ ■II I /I ■ ■ ■1`�ms ■o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�' �■�0■1•gl ■�r.m" ■mommmm■, ■o■mommo■nomml &■■iiii \0N9 l ■9 ■C far. ■NOo ■s■■i N ■smonnoom■■oi Ima NI /mmOsoO ■ ■ ■ ■m ■ ONO m ■\,\m ■Im ■1 ■mooksmN ■ ■NN■■ ■l mommmmmm ■mmiimom WAR mlmonm ■mnmmN ■mom ■■ \ \s ONO 1 lo ■ s■ ■m ■■ ■i ■Nnom■ommoso■i Is■ o /,NoNMEN ■ ■ ■mo MEN ■■■ ■ ■ ■ Ill \'\ommi ■ ■soNm�m ■ ■N ■' ■ ■som■ I ■ ■r /■ ■! son NonN11NN■■■ ■m■ ■ lmonl i ■on■■om■■■ ■m■ ■i ■ ■mommomm■■sol Imo' i ■ ■ ■ssom 0 ■1h. 1 411111111 INN S ■ ■ ■ ■Emmons ■, ■! m■ mmoo■ N■' IN/,■ nN■ n MEN mmm\:! %m■ ■m ■ ■ ■NN ■N■ NN■mo ■m■omm■■ Ir /n■ommm■■mMonsoo ■ ■n ■ ■ ■m ■! ■ ■�' \1 i.7 ■Nm ■ ■ ■N ■n■ ■, mmNm■Nmmomm■N.__._ — __w___r..... ■N ■ ■ ■ ■ ■m ■NNN ■N� ■■Nn■ ■ ■!■■ ■ ■ ■ ■! ■N■■nN■ ■ ■ ■ ■-- [ ' �► ■ ■ ■■ ■monsoon! ■Moons ■! ■! ■■■nmom■■■■ nom ■ Mo nsoon ■ ■►_ ■t. "In ommos ■ ■ ■ ■Nmom ■ ■nomm■ mons ■■ n■■■ o■ m■■■■■■■ N■■! ONE ■[:;: °inN ■ ■ ■mon ■nn ■ ■m■n■ ■Ens ■mmoss!■ ■ Nmmomm ■ ■m■nsNln MONO ■■■■sN■■MNlso ■moss■ ■m ■ ■ ■N ■ ■ ■ ■ ■ ■ ■ ■mmN ■ ■■ ■■!■! ■NNmmn ■ ■ ■■■MN■N! ■!■N■mos ■ ■ Monosson ss ■ ■N■ ■- SNnn ■N ■Nn ■ ■s� ■ s■■ m■ mm■ som■■■ soon MNEVERMORE ■N ■ ■nN ■ ■ ■ ■A ■ ■ ■N ■ ■ ■ ■ ■! ■ ■ ■m ■ ■ ■■ ■■ s ■m ■ ■mmommsNNSs ■m■ ■mm■mmommmm ■ ■N ■ m om ■ ■nNN■ ■ ■non ■nsnnns ■sI ■NON ■ mN■■ ms n■ Nn■■ N■ N■■■ N■■ m■ ■■m■■ommoommonN N■■m■!■NmmN■ ■■ �BL r i � �r � � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 W9I1- Velocity HWrI=ft Zone U OMM PwMft APlica dw Form. So on D (MM ftjM Roof stem) Roof System Manufacturer: C �� t Notice of Acceptance Number: a7 ( Q ` 0 ��, Minimum Design 'mind Pressures, if Applicable (From RAS 127 or Calculational: Maximum ;;n Pressure (From the Prod Approval Specifi System): Stmpl oped Roof System Description D ec kl yie: Tannf> s� IA�z %.I Type Underlayment � t�, .-Z24 Roof Siape: I �� . insulation: Fire Barrier: Ridge VentUefon? 'o Fasiener Type & Spacing: i tt \� Adhesive Type: Al t60 i - , , 1 - Type Cap sheet: "I' b - Mean Roof Height —11 rt `�, Roof covering: IA" CAAV 4jj e5� ••, E dge: &Size Drip ism FLORIDA BUH.D G CODE = BUKJXW ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 1*014WOCKV tikirricim Zww Unffw ll Pwu* Appftaftn Farm. Section E (11e Calculations) For Moment based We systeum chousaW=Me&w I or Compare din values, for Kwithdw values from Mr. If din Mf vain" we greater tksaar equal to the M values for each area of ds roof, then die amicbrow madiod is acceptable. �� ry� Method I ""Moment Based Tile 7" Calculations: Per RAS 12 +� (Pt: ✓' r x b • l� = Lit tz_I) - Mg: 5 =35 Mr1 `Q Product Approval Mf —36 .7t j� J Q v. i (PZ: �SX = fir.! _ Mg: = M,g l .7C► Product Approval Mf (P3" h: _ " ) - Mg: < M A"- Product Approval M f - Metlmd 2 "Si i red Tile Calculations Per Table Below Required Moment of Resistance (Mr) From Table Below Product Approval Mf - M r gWmd Moment ReehstnW Me= Roof tieWd -t► Raw slope j 16 20• 3 , 4• 2:12 344 36.5 382 39.7 422 3:1a 32.2 34A 36A f 37.4 39.8 4:12 30.4 322 33.8 36.1 37.3 512 28.4 30.1 31.6 32.8 34.9 6:12 26.4 20A 20A 30.5 32.4 7:12 244 26.8 27.1 262 30.0 *Must be used ¢ conjmsction with a list of moment based We Wmane endorsed by due Brotvard Conroy Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared due values forF wjdi tbo val fo R Iftbe F' va are greater dum orequal to the Frvalum foresch etas of the WOL tben the toe attachment method is weepmble. Method 3 Moment Bawd Tile Calculations Per RAS 127" y - (P x L = x w: = `� . W x cce 9 = F ' Product Approval Pr t (P x L = x w: = _ j . W: x cos 0 = P, Product Approval P (P x L x w: _ _ _) - W x cos 8 = Fr3 Product Approval P' Where to Obtain inf6mofiOn Where to find Uedp Pressure PI or P2 or P3 RAS.127 Table I or by as co&aerin aofysis prepared by PH based on ASCE7 y Mean Roof 11cilglit H job She Roof Slope 6 Job Site Aerody MolliPlier I Product Approval Rmu ing Moment due M, Product Approval Attachment R M Product Approval M oment Requinsd Mmdmmrm Aunchmom Resistance Fe Product Approval, Required Uplift Pr bilculated Average Tile Weign W Product Approval Tim L =1eng Product Approval W =Whhh calculations curet be submitted to dw building official at the daps of pe alt fin. FLORIDA BUtLDNG CODE — BUI jMQ ISM SECTION R4402.13 HIGH VELOCITY 14URR.ICA.NN ZQ,NF -;REOUIRED OWNERS NOTIFICATION 'AR.RQO +'Il�IG toNSIDE RATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing p e�mit,: and to ex_plai to the owner �e content of the section. The provisions of Section R4402 govern the minimum Pe1 ard$tapdgr4 o�'tlie industry for roofing system installations. .Additionally, the followmit Heirs should :egd"42sed as part o; the agreement-between the owner ant the contractor. The owner's initial in the designated $pace indicates•thht the item has been explained. 1. Aesthefivs-44 provisions of Section R4402 are o the purpose of prpyidtttg thUTh® A AsYstcm 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• enailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the curterit provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. 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 units of roofing to be performed. 4• I Exposed. Ceiling: Exposed open beam ceilings are where the underside of the roof decking 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. - /Z_� Ponding water: The current roof system and/or deck of the building may not g Y 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 system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof rs 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. 7. _Ventilation: Most roof structures should have some ability to vent natural airflow 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 venting which can result in extending the service yContrignature gent's i e Date 1� Date i A M I•DADE NHAM -DARE COUNTY, FLORIDA .. • " i i i•• i i i i METRO -DARE FI -AGLER BUILDING BUILDING CODE COMPLIANCE 01!441 • . • @ • • • • ` • " PRODUCT CONTROL DIVISION • ` `. `. ` ' . ` • .' 140 WEST FLAGLER STREET, SUITE 160:1 MIAMI, FLORIDA 33130 -1563 (305) 375 -Ml FAX (305) 375-2M NOTICE OF ACCEPTANCE (NCIA� . .. . • • • • Clay Forever, LLC ;0; • • • • 6801 NW 77 Avenue � � � � • • .. .. . ....... Miami, FL 33166 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 AHI (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: Altura "S" Clay Roof 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 cafe 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. Failuie 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 NOA #06 -0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0919.05 ° Expiration Date: 12/16/12 Approval Date: 12/20/09 Page 147 . . ... . . . ... .. .. . . . .. .. . ROOFING ASSEMBLY 4&J?R0VAIS.: •' • • • .... .......... Category: Roe(phg' .' Sub- Category: Roofing Tiles Material: clay 1. SCOPE This renews roofing systeM using Altus; 6;e Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For 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 attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Test Product ADDIicaut Dimensions Specifications DescriDfion Altusa One Piece `S' L = 18 1 /4" TAS 112 High profile clay roof tile. For direct deck or Tile W =10.5" batten nail -on, mortar set or adhesive set W thick nominal applications with minimal headlap of 2- 1 /i" 3.25" high Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at Width varies hips, mikes, ridges and valley terminations. varying thickness Manufactured for each tile profile. Clip L=6' TAS 114 Tile clip D = 0.125" Clip L &h 2" TAS 114 L Shaped file clip W =W 0.05" thick 2.1 SUBMITTED EVIDENCE. Test Agency Test Identifier Test Name/Report Date IBA Consultants, Inc. 2397 -116 ASTM C 1167 06/28/07 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7200 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (Quick-Drive Screws, Battens) The Center for Applied Project No. 307025 Wind Driven Rain ' Oct. 1994 Engineering, Inc. Test #MDC -78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 NOA No.: 07- 0919.05 Y Expiration Date: 12/16112 Approval Date: 12120/07 Page 2 of 7 Test 0 Test dentifier Test Name/Renort Date PRI Asphalt Technology, I ::'. C- OQ3*{1 -01 TAS 102 October 2001 •• . •• Redland Technologies 7161 -03; Appendix III TAS 102 Dec. 1991 Redland Technologies • • �?fLl -p3. ; " . • • Wind Tunnel Testing Dec. 1991 }1peu $ TAS 108 (Nail-On) Redland Technologies " Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25-7804b-8 25-7804-4 & 5 25- 7848 -6 3. MUTATIONS 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 b performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a. Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards 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 is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations o NOA No.: 67-0919.05 Expiration Date: 17J16/12 Approval Date:1ZJ AV NO Page 3 of 7 . . .•• . • . ... .. .. . • . .. •• • Table J ! 0 ( dnd dimensions (I x w ) Tile Profile ' • a eight- OW(lb1) "Length -1 (ft) Width -w (ft) Altura `S' Tile • 6.9 .. • • • • • 1.52 0.875 Tabld Ae3 tl Tiers - �, ft Tile Profile Batten Application Direct lication Altura `S' Tiie 0.253 0.274 Restoring Moments due to fara - Ail ft -Ibf Tile W; 12" 4". 12" 5°. 12° 6 ":12" 7' :12" or Profile or Iiii g reater Aftusa `S' Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck I Deck 4.47 5.35 4.40 1 5.27 4.31 F 5.16 420 5.03 408 4.89 Table 4: Attachment Resistance Expressed as a Moment - AA (f# Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19/32" plywood) plywood) Altura `S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2 -10d Smooth or Screw 6,9 9.2 7.3 Shank Nails 118 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58,2 26.8 1 -10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Cli 1 -1 Od Smooth or Screw 29:3 29.3 24.0 Shank Nail Eave Cli 2 -10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Feld Cli 2 -10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Cli 1 Screw with Altuse Clip See c 1p details Altusa "S" 1 Screw with clip (at the 187.1 187.1 WA Tile' head of file Aftusa " S " 1 Screw with clip (at the 35.2 35.2 N/A Tile' water course of the 1. Screw must be installed in the inside nail hole located nearest to the hump of the-file. NOA No.: 07- 0919.15 Expiration Date: 12/16/12 Approval Date:12JZ0/07 Page 4 of 7 • Table 6: Anse itan�P Fje�i ge r weed as a Moment K (ft4bf) VIvo A h ve aer systems 0 0 Tile Application Minimum Attachment Profile Resistance Al tusa ` S ' Tile • 0 • . . • • 29. 2 See manufactures com vent a o r4 n uire LL �� 3 Flexible Products Company - M +Average weight AdMp It 10.7 grams. P ' Rh IfOarn Product Inc. Average weight per paw 8 grams. Table 7: Attachment Resistance Expressed as a Moment . M (ft -Ibf) for Single Patty Adhesive Set Syswms Tile Tile Application Minimum Attachment Profile Resistance Altusa 'S' Tile Polyfoarn Po roTm Polyfom PoWroTm gg 4 Large p lacement of Chi grams of P PmTm. 5 Medium a acement of 24 rams of Poly ProTm. Table 8: Attachment Resistance Expressed as a Moment - Mt(ft4bf) for Mortar Set Systems The Tile Attachment Profile Application ation Resistance Aitusa 'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". ALTWA MADE IN Ve4ZUFLA IDENTIFICATION MARK FOR ALTUSA CLAY ROOF TILE LOCATED UNDERNEATH TILE 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 074919.05 { Expiration Daft: 1W6/12 Approval Date: 12=07 Page 5 of '7 i .. • • : : : �4L • P CLA ltO®F'` Hx .... . .. ... • • • • • • • • • • e • CLIP DETAILS "SPANISH S" TILE BY AL (TYP') 2-Me OVERLAP (COVERS PIN HOLE) 4 SCREW IN THE INSIDE HOLE ° 0 1 NEAREST TO THE HUMP OF THE TILE 1 C-CK CUP WITH ONE (9) SCREW ATTACHED TO DECK CUP PLACEMENT DETAIL O CUP NOA No.: 01- 0919x5 ExPiradon Date: lV16/12 APProval Date: 12l20/07 Page 6of7 i• •i • i • s s• •i • i • o f i •i• 1 1 t t 01• SCREW (HOLIX .... . • • • • • e ••• • • •• "SPANISH S" TILE BY ALTUSA ( yP.) •• • • 2 P "Q • •.• • • • •(C®V RV" • • • • • • SCREW (HOLDS • • • • • • • • • •' CLIP ONTO DECIQ SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE MUP OF THE TILE i 1 DECK CLIP PLACEMENT DETAIL 11/4' 13/4" 314" 1 St8" GALVANQED 3.W METAL CUP DECK--/ 21/2' SCREW END OF THIS ACCEPTANCE NOA No.: 97- 019.05 P Expiration Date :1VI&12 Approval Date: 12/20/07 Page 7 of e MIAMI- MADE MIAM I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 beer! 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 J rge L. Acebo. r NOA No.: 06- 0201.02 Expiration Date: 05/10/11 ` Approval Date: 04 /13/06 Page 1 of 7 EVIDENCE SUBMITTED: Test A e 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 11116/94 01- 6739 -062b[l] 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® AH 160 shall solely be used with flat, low, & high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 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. F '2 MS NOA No.: 06- 0201.02 — Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing 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 Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A 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: Pro Test Results Density ASTM D 1622 1.6 lbs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @I58 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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 i Approval Date: 04113106 Page 2 of 7 INSTALLATION: I. PolyproO AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance, values with the use of Polypro® AH 160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file 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 rile adhesive and its components shall be installed in accordance with Roofing Application Standard.RAS 120, and Polyfoam Products, Inc. PolyproO 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 PrbPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and NIA Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g 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. ft NOA No.: 06- 0201.02 " — Expiration Date: 05/10/11 Approval Date: 04/13106 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nan through plastic cement Paddy ttleneath TOO) Nan through plastic cement Underlayment Paddy)ge�aOrTOs) 1 101n. 21n EaveCourw Fascia EMCOM Faso Wok Eava only. Eays course only: Esys closure Eft clan q �weiftles 4huphan�wee pholas �P edge Nan "Wough plastic cement Paddy)BmreathTOe) 1) place enoughadhftiveto Whim lTtoxi 0001W sfor Underleyment square [noires in conlactwnh the pan the Phil "PROwn; Nan through Plastic cement A Turn covers up kie down. Piece ad mWe 112 in. To 1 in. From outside edge of cow We, Then Install the tne. o UmkNayment '�a 10 2 in. I :/ EawtCourse Eave course EM Clean � app 41n. up Fascia toP potion . franweepholes ecover Abut tosmW course of �� pan files. a Pow Rush at save Orre. on Ian *.fth" Ea" dom Weephoie Fascia )) NOA No.: 06- 0201.02 " Expiration Date: 05/10111 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement pl (BONN p10) Nall through plastic cement Paddy (11eh Tne) Undedaymant °� UnderlaymeM 1 ° 71n in. ° 7 in. = � 2In. ° EaveCourse •� • Fascia fascia Weeplrole FareCaurse Eave closure Eave Closure UdP edge Nall through plastic cement paddy (Beneath Tpe) Ura1et}ayment • 7 in. n. Ears closure Eare Course Fascia _ 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 Nag through plastic cement Paddy NMI through plastic cement Single paddy under the (between fife) • Undarlayment Single paddy between file Paddy (under tile) 2 N. x 7 In. medium . size paddy save course only 0 3 In, der die r in. x 3 fin. I x3In. / Single paddy on 21n. 4 in. Single 4 fn. 2 under paddy on Iaymam under. layment Save course on t p of the Fascia $419 pads W"JIM on top of the 21n. X 7In. medium Course Ea" closure siza paddy save Fascia ' course only Up edge Nail through pleat: cement Single paddy under file Single paddy between the 1 in. x 3 in. 4 in. . Single paddy on undedayment 2 n` Single paddy F.ave Closure on top of the 21n. x 7In. medium Fave Course Fasci ke ply save course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 -.w Expiration Date: 05110111 Approval Date: 04/13/06 Page 7 of 7 �oe�s Miami shores Village �9r Txa t93a Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 j� 0 R Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -90 Job Name: G~ , 2009 Page 1 of 1 Building Critique Sheet (� 4 S A. ,WAA W/— e "OWjQ &lA �. &Oif t* ' ale ,o t�aor�� tA�A' Z 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 x? WIF Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000, Phone: (305)795 -2204 ft pv ` Expiration: 121212009 Project Address Parcel Number Applicant 9322 6 Avenue 1132060140910 Miami Shores, FL 33138- d MARIANELLA SOLIS ock: Lot: f Owner Information Address Phone Cell MARIANELLA SOLIS 9322 NE 6 AVE MIAMI SHORES FL 33138 -2837 Contractor(s) Phone Cell Phone valuation: $ 1,800.00 ALL CONSTRUCTION & DEVELOPER; Total Sq Feet: 600 Type of Work: Re Roof For Inspections please call: Additional Info: NEW ROOF (305)762 4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ 1.20 RF -6-09 -34983 $ 50.00 $ 50.00 $ 0.00 Education Surcharge $0.40 Permit Fee - New Roof .$250.00 Check #: 1733 Scanning Fee $ RF -6-09 -34984 $ 216.85 $ 216.85 $ 0,()o Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Check #: 1655 Technology Fee $6.25 Total: $266.85 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated June 29, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 29, 2009 1 Y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 c — Inspection Number: INSP- 133776 Permit Number: RF -6 -09 -930 Scheduled Inspection Date: January 20, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: SOLIS, MARIANELLA Work Classification: Tile Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPER INC Phone: (786)768 -4330 Building Department Comments ROOF FOR NEW ADDITION Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 19, 2010 For Inspections please call: (305)762 -4949 Page 30 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 X I Inspection Number: INSP- 115851 Permit Number: RF -6 -09 -930 Scheduled Inspection Date: January 19, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Up Lift Report Owner: SOLIS, MARIANELLA Work Classification: Tile Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPER INC Phone: (786)768 -4330 Building Department Comments ROOF FOR NEW ADDITION Inspector Comments Passed / ��J '�WJ51;J2 Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 15, 2010 For Inspections please call: (305)762 -4949 Page 2 of 23 ' CONSULTING ENGINEERS, INC. A-1 CONSULTING ENGINEERS, INC 0 ROOF STRUCTURES CONSULTING HELP 11 ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE - TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: A Ili! X/✓ CaC Permit #: Job Address: 6 7 ,- 3 /x46� C, A (vo' t�Q API 7- Roofing Contractor .40 ®.d , Des yenlo_ -_ --- Type of Tile: AZ �70156 Date installed: Approximate Roof Height: feet Roof Pitch: fiat Type of Access to Roof: Scaffolds Ladder _ Other Approximate Square Footage of Roof: A9, ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: 0/ --1% lao./P UT LOCATM UPLIFT PULL TEST WrLOCAMW UPUFT PULL TEST rESTLOCATIGI UPLI T PULL TEST rESTLOCATIM UPLIFT PULL TEST LOCATI UPLIFT PULL TEST MffLOCAM UPLIFT PULL TEST 1 P AI 4 5 F S 26 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132' 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 1 64 89 114 139 40 65 90 115 140 6 41 6 91 116 141 17 42 6 92 117 142 18 43 93 118 143 19 44 69 94 119 144 20 V 45 120 145 21 A 46 71 96 121 146 22 47 97 1 122 147 23 48 T!T'74 98 12 3 148 24 49 99 124 149 25 50 5 1 1 100 1 125 150 IN ACC3!: UA vCE WITH TI-IF CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TESL'. THiS TAS 1001'C, T HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS RL' 'ORTSUBM!TTEv BY: Remy ;eras R.E. P.E '21. Al. CON.$ L1'ING ;ENCIFN INC. M. (: !frcation # C7 -0x.03 Renews 01- 1224.05 4383 S.W. 70th GL, Miami, Florida 33155 • Telephone (305)740 -9550 Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 Page 1 of 1 �y A-1 COMMTAW ENGRIEW4 IK 11w 8►mG urn ATM UP 1.DT Tai F3WM o wnwo twm Bftt�l� .o► 22 WEB "F- ,MIAMI-F�. -,_,,. Fwam cw*mwr ALLS&w&TJwM ELOPERS 7WO41TIC pLTHSA tho baftest 12��tU101� 7Wwdfv=wbROOt _..... SWAM ...,_.... -. tom: - JL - Requbd ruse MM SICETCH.OF RCC!F 1410 IA X c 4383 SOU 70 CT MIAM1 33155 TELEFAX 303. 740.8530 ktomm ic DA file:HCADocuments and Settings\A -1 ConsultingTocal Settings \Temporary Internet Files \C... 11$12010 The following pages were originally attached to plans with the following permit # 6� -2 � 3D AUG 1 4 2009 i9W�MC&0MCz -MUNI DADS COUNTY, ------------- - - - - -- fldU,_ D 4�#I It IC'r, SUI'rE:1ii>�3 . ° PRODUCT CONTROI. DMSIOW MIAN. MMUDA331W15,63 ` (305)375-2901 FAX (305) 372 -039 NOTICE OF ACCEPTANCE ' A v' Sunshine Windows Manufacturing, Inc. 1745 West 3r Place ]Filial , FL 33012 ►�CQim1�s This NOA is being issued under the applicable rules and regulations governing the use of construction materials; The doeu:nentation submit has been reviewed by Misint -Dade County Product Control Division and aoacipted by the Board of Rules and Appeals (BONA) to be used In Miami Dade and other areas where allowed by the Authority Hawing Jurisdiction (ALT): This NOA shall not be valid after the e date stated bel ow. The Miami a County Product Control Division (In Miami Dade County) and/or the AFJ (in area other than Miami Dade reserve the right to have .this product or material for quality • oe . If this product or material fails to perform in the accepted. aranner, that manufacturer will Incur the nix =e of such testing and the AH1 may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. BORA as., the right m revoke. this Acceptance, if it is doterinined by Miami -Dade County Product Control Division that this product iel fails to the requiroments of di i applicable building ode. This product is herein, and has been designed to csmnply with the Flordda Buildin Code„ inol -win ' urrirane gone. Dzus Drawing No. S[il titled "Series 2000 Aluminum. ' Glass", Shoots l through 6 of 6, dated 04!14/0$, prepared by c Fernandez, PA, boaring the Miami Dade . • • • • • • C ounty . tit th • .oe of Acceptatice, number and approval dau by the-Miami-Dade County brad I : • • .. • ., , AC"P G: None ®• • : ..: •.' fir` � ,. �r «�r� •••.�• L Zll WG: Each unit shelf bear a ... t label with the manufk0tows nam ° .• Q u , ` , • following statement: "Mianii-Dade "Miami-D County Product Control Approved". unless ra., RMX of this NOA shall be considered after a renewal application has :8006: no climp in the applicable building code neptiv dW ing the per1brniance. of this i uct. • • • TERMW ATION of ttuis iN'OA will txxeapr after the ezcpfrablvn : date or if them hn been a revision or change In . raterials, use, and/or man ' of the product or plopesk M101180 of this NOA as ads eridorsel e>xt of ' any product; for sales, advertising or any other purposes shall automatically terminate this NOAH. Failure to comply with any section of this NOA shall be cause for d an removal of N+DA: A DVMTWZM �Tl ; The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature It & portion, of the NOA is displayed, then it shelf be done in its e. 1N8PZCn0N: -A copy of this ondre NOA shall be provided to the user by the manufacturer or its din dbutors and shall be available fbeinspection at theJob site at the requed of the Building Official. This NOA cxmslsts Of this page l mW evidence pages F-1 and E-2, as well as approval document mentioned above. The submitted documentation was rev by Manuel Peres, P.L JOS PJWL _ FL& Nf ®A l it. 03- 0331.06 � � 4 cplrndon Date: May o 201V . FL 33122 Approval !)ate: May.$, 2008 T. I APPROVE THjESE Skop3 ''Page 1 INITH MY DES GIB I� : Eno" R W1ndo l4lan &Odm Inc r A. DRAWINGS 1. Manufacturezds the drawings and sections. 2. Drawing. No SH042, Sheet 1 through & of b, titled "Series 2000 Aluminum Single Hung Window Non Impact Resistant glass", dated 04(14 /08, prepared by: manufacturer, signed and scaled by Francisco Heinandoz, P.B. B. TESTS l Test reports on, 1) Air 1affitittion Test, per FBC, TAS 202 -94: , 2) Uniform Static Air Pressm Test, Loading per FBC'I"AS 202 -94 3) Water Resistance Test, P6 FBC, TAS 202.94 4) Forced Entry Test, per FBC 24113.11 t TAS 202.94 along. with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing boratory, Inc., Test Report No. T ' ,- 1M, dated 08/27/07; signed and scaled by- Carlos S. Rionda, P.E. (Srrb**W miler proWaas NOA #07- 0119.0x} . 2. Test reports on: 1) Air Ynfiltratiion Test, per FBC; TAS 202 -94 . '< .2) U niform Static Air Prmre Test, Loading per FBC TAS 202 -94 3) Wetter Resistance Test, per F11C, TAS 202.94 • • • • 4) Forced Entry Test, per FBC .24113.2. 1, TAB; 20.94 �••• ••••�•. along ith marked-up. dra ng p 'wings. and installation diagram of ser1eI2000 alu�i • single hung window, ' by Fenestration Testing Laboratory, In., Test P_ eport ; • • • • No. Ir'PI.� -5127, dated 03/28107, signed and "god :by Michael W _ , 1, P.E. • � • (Sabndft Outer previoar IITOA 007.0119007 Y . C. PALCUTATIONS • • • • 1. ` Anchor verifladon calculations and structural analysis, oomplythgUft FE •3Q04, • • • • • • pepiied by. dated 03115/08, signed and sealed by-y d:....: Compel es iv#h ARM 1913 D. UA►MMS NC" 1. Dade wilding Code Compliance Off Ice (BCCO). L MATZRIAL CR.R . CATIONS 1. Norte. Manue 'Parma, Prod uct Control E r PTOA No. A6 Eapiratiun Dates May 4-2013 Approvel Date::May & . Sunsbin HIRAOwe MsIIltfaetnrin�►_ l ne. F. STATZMZNTS - 1. Stateurant letter of confp manpe, dated March 1$, 2008, siped and. waled by Francisco Hernandez, P.E. 2. Statement letter,of no financial interest, dated March 18, 2008,. signed and sealed by Francisco 4 ndoz,. JPX. 3. Laboratory c p mgliancs letter for Test Report Na: illoS124 issued by Fenestration Testing Laboratory, Inc,, dated September 21, 2007, siped and sear by Carlos S. Rionda, P:E. 4. , L• abpratory oOmpiiance letter for Test Report No. x-5127 isssued by Vice estrat on Testing Laboratory, Inc., dated Auk 13,207, signed and scaled by Michael Wefiml, P.E. G. tJTIER 1. None. 64 0 a pin MW Imm } . M as AI P.L. Product Control leer NOA No: 1. Upiratlon Date: May* 8, 2013 Approval Daites M[ay 8, 2009 744 ' 74.0 733 130.0 733 /6s.2' 76.3 182.2 3' 4 60.8 306' 733 81.2 76.5 124.6 76.3 136.2 30.7 30.7 r 48.8. 78.5 87.1 75 E 04 a . 73.0 73A W J _ 183.0 733 ' 183.6 ?8cJ 1$3 3 74.1!4 3 , 86.8 86.8 .761 102.0 733 '141.0 763 4" 1 4" 73.8,: 73A' 733 1 66.8 76.5 tt3.8 0 4s t/t' 30.21 X2, 40.0 824 62.6 75.3 68.6 z t• 1/4 3 . SO.8 WA' 76.3 WA 76..1 173.2 36.3 173.2 a V®r 3 48.8 . 438 75.3 84,2 . 73.3 128.0 76.3 132.8 b7' 4 40.0 4" 43.5 WA 75a3 82.1 73.3 143+8 as a" , 76.0. 76.0 RF won ' i • • • • • •.• • • 1 �dp qtr i c @ �,p1 - @/JO A9. SHM • PRAam Fes.." 1 OF 6` • • • • • • w • s • s fUW" PE i 61363. • •. • • • ' 2 1/2' MRL 2 1/2' MIN. .. n7m. MOON rn�. AHCftOR4' sm t 1/2' tAtt FooRaw wo tlaoo>t 1Y>MQk.'AtlCfICRB - ' t 111C ill. BOOM Wut. ANMOR VACM AND NMU 1/4' SW AOtCIIBM 1fEOlt. e • . BFFO 18 Y 11 t1�t' 1" w 1m DICK OF AMM Om mm Y6 sHm 1 ar 8). .; 41 • •a ..... a i 4 r1 CM . WX . AM .. WAMMON A'AIt TO SW - I OR 8 .. .. M fV p�y.� w 6= hL Fo 1 1 an • < MAILAI + � ' A R VV22 GLAZIM DETAIL • 1Y>MQk.'AtlCfICRB 1/4' SW AOtCIIBM 1fEOlt. � A![lffi 7$ ZS I OF t . VV22 yr�r WA9 9+a AT, a D!L? (87IwEl, OR Al 1 t s s' .•• • • • • ! ,F . r i� E.l�1l.Cll� lin r/��Q �•�, �,�� , .. . � f .: ttp1�01q�,�� . • •'• • - • t •i • •,• • .. SH F PE #.81383 2 OF 6 �� I pin it 77779777 I • • • ... ... �. .. .. . r . ..r. • � • f • • • • • • • �� f .�• •• • t t •• 1• • i$ t4 t8 l�. tra ad tom• (� 1 - I#Ok* tats 3" (M OBVU 14 At. A2 40 A3 1? ON9W2OFA) 14 12 Kms } M, a AM O3. 9t 4 ONm4w8)' W87tFl is Ir e 8 HORMNTAL.3.RCMN 1 . i a 20 s C I i x. 13 • i i •,:.� . . x i � C* i ON suer s OF 6) teat we. VERTICAL SSCnON • • • • • • �E�TIUN •. •. ' s K t - • ••, ... . . IAM kv . . • ar• urotAwo ta. — SH08 -*02 44 . ... • ... .. • h- { �-- 08 .: SHEET OF NON- M&TEU&LLior MALTBUALLur ~ i MI AM • MIAM -DADER, COUNTY, FLORIDA' . METRO -DADE FLAGLER BUILDING BUMDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUCfE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375.2401 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA t i c b in m Sunshine Windows Manufacturing, Inc. 1745 W. 33` Place Hialeah, FL 33012 S COPE: 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 (AH))• 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 AAJ (in areas other than Miami Dade County) reserve -the right to have this product or material tested for quality assurance purposes. If this'product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building .Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2001 Aluminum Outswing French Doors whvo sldelites APPROVAL DOCUMENT: Drawing No. FD- 07 -O 1, titled "Series 2001 Aluminum French Door", sheets 1 through 5 of 5, dated 04/2312007 and last revised on 05 -08-07, prepared by manufacturer, signed and §WU by Francisco Hernandez, P.E., Bearing the Miami -Dade county Product Control Renewaj7eD'iv'1'sJq'q'.0 h Ne • * Notice of Acceptance number and expiration date by th Miami -Dade County Product • MISSILE I MPACT TING: No Hurricane Protection complying w1.7 b pas appittesble are regaired.. • • • • • • .... . . 0 0 LABELING: Each unit shall bear a permanent label with the manufactu reel name or 1 0 • ' s tate • • • 0 0 : 0 0 0 following statement: "Miami -Dade County Product Control Approved ", unless oth St � • • Vd 04000 herei.:. 000000 RENEWAL of this NOA shall be considered after a renewal application has been fil there has been • • no change in the applicable building cods negatively'af siting the p `formance.of this product' • • • • 0 • • • • • RMINATION of this NOA will occur after the nation date or if there has been Xtiston orchau • • • • ge : • • • • in the materials, use, and/or manufacture. of the product or process. Misuse of this NOA as an endorsedse t 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 NOAH.. ADVERTISEMENT: The NOA number preceded by the words -Dade County, Florida, and followed by the expiration date may be displayed m advertising.litetamm if anyportion of the NOA is displayed, then it shall be_done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA N 02- 0108.01 and consists of this page 1 and evidence pages E -1 as well as approval document mentioned above. The submitted documentation. was reviewed by Ishaq L Chanda, P.E. JOSE NOA No: .Io B APPROVE THESE SHOPS REG AR � 4� Expiration Date: May02, 2012 DRAWINGS, AS THEY COMPLY NW a2 AVENUE Approval Date: May 31, WITH MY DES9N CR R FL 33122 Page til FAx 6944=8 ,% Suis}•in a Windows Manufackuring Iuc. ; NOTICE OF ACCEPTANCE° EVIDENCE 5 R M— TTED A. DRAWINGS 1. Manufac nes die drawings and sections. 2. Drawing No. #D47-81, titled "Series 2001 Aluminum French Door", sheets 1 through 5 of 5, dated 04/23/2007 and last revised on 05- 08 -07, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B, TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202.94. 2) Uniform Static Air Pressure Te 416ading per TAS 202 -94 3) Water. Resistance Test, per TAS 202 -94. 4) Forced Entry Test,' per FBC, TAS 202 -94 Along with marked -up drawings and installation diagram of series 2001 aluminum Outswing French Door, prepared by Fenestration Testing Laboratory, Inc:, Test Report No. F11-2836, dated May 17, 2001, signed and sealed by Luis Figueredo, P.E. C. CALCULATION 1. Anchor verification Comparative analysis, dated April 23, 2007 and last revised on May 10, 2007, Prepared by Francisco Hernandez Structural Engineering, signed and sealed by Francisco Hernandez, P.E. 2. Complies with ASTM E1.300 -98 D. QUALITY ASSURANCE 1. Miami Dade B u i l d i n g Code C o m p l i a n c e O f r i c e (BCCO). � G o i a s . 410040 0000.0 E. MATERIAL CERTIFICATIONS • • . 0000 . • .41... .4141. 4141.... 1® `None. 4141 41... 4141.. 04141414141 STATEMENTS • • • • • • F. 4141.. 4141.00 1. Statement letter of conformance dated May R 2007, signed & seaVby Francia "41 00006• 00 00 - 000.0 410041041 Hernande4 F.E. 0 * 4 0 0 2. Lab compliance statement part of above referenced test report. • ; .. 4141 ..:. 0 0 4141 4141.... ' G. ®TREK � .: . 41 41 0 This NOA revises and renews NOA # 02- 0148.41 expired. May 02, 2007: • : • •' Uhag L Chanda, P.E. Product Control Examiner NOA No. 074)).01 Expiration Date: May-02,2012 Approval Dates May 31, 2007 E -1 i F o �zr ♦■ ♦■ -■• ••f •' • • • • •• is r = Imam OV 1, ®� M® -■• ••f •' • • • • •• is r OV 1, .L`J ® k • _w '' ° '•' • :•: ' i w ON 281' am ma ff At1 SV�BI t/� 1APf7016 {� p�p� kl t s N B�CMIEIiI ;g IYSP�ItY 6 5� Wtl� A�1 ID flE F °a _ `'� A: • lgOS (t1P MR AL-sm RRCKO mg oil 0A WOL TV FOR WD 'fir av 1 ' `� °'. °Y " = •e.. 19 • .� • • • • • ! • 7 •• • w • •• •• r • tg ! 9 1 ter tsPAM >x �r Mr . WR SF s EXTERIOR — o ac ;3 t,l ;s t,s 3 14 19 a s \ to x ir u& or FM 901M To MD t ��> W. f TAPOEgIS um t t Wt. GIMMMENT Fmm D m $ EXTERIOR to 10 1a us or wm.mm. Oaoo bl�e'•�fl�llMli� pje ltl • • • • • f lox, itr tpp tl� J1ID RFA �p 4 7Z {� ..TRIP • • . • .. • • WAMM .L`J • • • • • • • • • • • •• •• • w • •• •• 1 /�''80f ufOL • III: .. ' 19 � 6 �� °✓ �a � OE E1 IR R EFACED 6 at a AND IE Rw s1r 0,G wx 40 f4 4a fa r8 5 '•:. md'tp ra y r0 w JUCtAii" WF - AM on:. ' t EXTERIOR o x t ; sus. or. OWN am WSW r AM a WIL vg IN ma am .,x 4 REST OR, tigL' fOR 0068 uAx. area ' �. ' • - x t StEB or Ewou RDrroM � 3 o .v ZOP 0�FRN. AND AE REST �• . 6 MR AND DOOR 9 48 to 3 5 14 4 f8 4a r s �••• � \- MlYgrePloviy i71 \ Jo RF taw Y.. • 21 /2 ! Q EXTERIOR . � . " • • • • DM . 7 q� EXTERIOR_____ f4� 1 • • i • r NAWAM ANA F0 -07 -04 • • � • • • • • r �} :� -F3? � SHEET •• • • •.J+S • •. • M OM N 4 OF S ' _ _ • • • • • • i • ♦ • • s' s•• •. • • • •.. . ; • . . • • 6 L�I . MIAMI -DADS COUNTY, FLORIDA. e MLA 'IRO -DADS FLAust BI9ILI wo. 140 WEST 14 AGLER STREET, SUITE 1603 BUILUtNG CODE COMPLIANCE OFFICE (BCCO) MUMI, FLORIDA 33130 -IS63 PRODUCE' CONTROL DIVISION (305) 375 -2901 'FAX (303) 372 -6339 NOTICE OF ACCEPTANCE ff9A) www.mlajpldad&j&v Sunshine Windows Manufacturing, bke_ 1745 W. 33 Place Hialeah, JFL 33012 SCOPES 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 Divis 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 arms 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 requiremeri`ts of the applicable building code. This product is approved as dewn`bed herein, and, has been designed to comply with the Florida BuiWgg Code, including the High Velocity Hurricane Zone. • . . .... ...... DESCRIPTION: Series 16s0. Aluminum Horizonte, Sliding Window — N.I. ' «• * • • •' .. .. ...... APPROVAL DOCUMENT: Drawing No. HS07 -01, titled "Series 1650 Aluminum o optal Slials . Window (XO) Non - Impact Resistant Glass", sheets 1 through 7 of 7, dated 12/11/07, proved by : : • • • • manufacturer, signed and soled by Francisco Hernandez, P.E., bearing the Miami-Dads CoAty PrMuct ' ..... Control Approval stamp with the Notice of Acceptance number and Approval date by tdie;Mpni -Dads • • • _ • • • •' County Product Control Division • • • . •'. • • • .. • . • MISSME IMP ACT RATING: None : • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,• pity, stated �.... following statement: "Miami -Dade County Product Control Approved otherw�moted hers • • � • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has` dean no change in the applicable building code negatively affecting the performance ofthis g:roluct. TE11MINATION 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 ofNOA. AD VERTISEMENT: * 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 x 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-I and E-2, as well above. as.approval document mentioned The submitted documentation was reviewed by Manuel Persia, .E. NOA No. 084107.07 e + c3 ; � Expiration Date. April 10, 2013 I �p 3 82A Approval Date: April 10, 218 P30 TIiESE SHOPS TEL 01�} Page 1 D11111, INNS, ES!G AS THEY 6 WITH MY D • FAX add C)MPLY Ci�4 l;fi57�� :. r . 4K St nine Windows nnfachtring, Lc. �V�e ('� = �.1�J$� �t p��pg �g f _ M 481° 6/1' � ® - oa11 t1 B MW= r h A. DRAWINGS I. Manufacturer's die drawings and sections. 2. `Drawing No HS07 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Non - Impact Resistant Glass ", sheets 1 through 7 of 7, dated 12/17/07, prepared by 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 FBC TAS 202 -94 "3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 20294 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 1/4" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No: F TLr5376, dated 08/24/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94= 2) Unifaimi Static Air Pressure Test, Loading per FBC TAS 202 -94� 3) Watef Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 *see along with marked -up drawings and installation diagram of an aluk k8viz. slilng� •, • �: • window with 1/4" ann. glass, prepared by Fenestration Testing LaWa4y, Ine..TFest Report No. M,-5060, dated 02/28107, signed and sealed by Carlos4 Rionda, P.E. • 1 Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 - • • • • . • 2) Uniform;Static Air Pressure Test, per FWorAS 202 - .94 ' % • •: • • • 3 Water Resistance Test FBC TAS 202-94 • • • • too 40080 e ip • 4) Forced Entry Test, per FBC 24113.2.1, TAS 202. • • along with marked -up drawings and installation diagram of an aluk. l oAz. slit, g •, • • 4040: • window with 1/8" am glass, prepared by Fenestration Testing Laborafty, Inc , Tdst :..40 •: Report No. M, -5058, dated 01/3.0/07, signed and sealed by Carlos g. ton(1a; ��.' • S. 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 R- esistauce Test, per FBC, TAS 202 -94 ` . 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked-up drawings and installation diagram. of an alum..hori z. sliding . window with 3/16" am. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F°TI. -5057, dated 03/OV07, 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 wfth ASTM E1300 -02 M ue l Pe E. Product Control E er NOA No. 08-4107:07' Expiration Date: April 10, 201" Approval Date: April 10, 2008 E «1 t &_e Mkd_0Ls Hannybduduff. be, NOTICE OF KCE�„I'` CE: 13PMCE SUB�D r IN, ti D. QUALITY ASSURANCE I. Miami Dade Building Code' Compliance Office (BCCO ) . E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated December 15, 2007; signed and sealed. by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report no. Frl. -5376, issued by Fenestration Testing Laboratory, Inc., dated August 28, 2007, signed and sealed by Carlos S. Rionda, P.E. - 4. Laboratory compliance letter for Test Report no. FTL -5060; issued by Fenestration 'pelting Laboratory, Inc., dated March 28, 2007, signed and sealed by Carlos S. Rionda, P.R. !!.. 5. Laboratory compliance letter for Test Report no. F77,4058, issued byYenestt A%• ...... Testing Laboratory; Inc., dated March 28, 2007 signed and seale, 'bytklos S • • • ! ! R10nda,P.E. !!!r!• •• ! ...... 6. Laboratory compliance letter for Test Report no. F11-5057, issue y Venestratidn : •. • •: Testing Laboratory, Inc., dated March 28, 2007, signed and sealed-6j' axlos • • •: • ....... • - Rionda, P.E. - _ - • G. OTHER •!!!!• • 1. None • Mantel Pe raduet Coatrol E mid NOA No. .07 Espirailon Date: April 10, 2013 Approval. Date: April 10, 2008 E -2 A MW (WWACE ) mw BE usw �. 11 1 SON -Daw '•_' OX AND XD 2.- FOR MMMM OF M FM flat UW S M RIM 70 PAGE 2 OF 7. O . AND Fn. --spa p� O _. m cxr wRFS .aam. OV 7YF+BClA. ELEVATE! OM) b" i FMS # AM E9 C 2004 EOITIOlt FOR 7m M=4 YELOCRY iN1RSik'JVIE ZONE FIB DW Z 5.— FYMMM hPW FLAME UM &M pOtW OF ACCEPGI M Nq D& nilAedo MOIST BE W OF SO 'STML OR ME /E COFtA{L"M MEMS FR tlraMn �RF ' - ode soft f {t 1 - . � t 7�• 5 1 . - fiW7 -01. �G • • • • ♦ • • • • NON- . AII:T ,.A. Nr. W 1 'OF 7 , OV 7YF+BClA. ELEVATE! OM) 7YF+BClA. ELEVATE! 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'a - - 53:33 83.00 .63.00 83.00 53.33 8t3O 70.00 81.30 83.33 188.45 70.0' ISMS ' 3r 4 47.20 47.20 47.20 .47.20 53.33' 98.04 70.00 95.04153M /70.0 70.00 170.00 WM 210. 70.00 1 53 t/8' 50 %W 6 8 PE - - - 33 33 80.10 W.10 80.10 83.'33 84.70 70M 84.70 53.33. 154.80 70AO 154.E 8 - - 46.10 46.10 48.10 48.14 83.3! 5.10 MtO 80.10 33 33 117.50 70.0 117.50 3T 4 - - - - 53.33 74.M 70.0 74.59 33 33 18300 M0.00 153.00 53.33 187.82 70.W 187.82 33 1/8' 93° 6 7 - - - - 49.80 49.80 49.80 49.80 53.33 72.80 70.00 72.80 53.33 12012 70.00 120.12 74' 8 - _ _ .. - _. - - 46M 48.90 40.0 4&80 83.33 WM 70.00 90:00 3 50.00 180.00 70.00 180.0 53.33 160.00' 70.0 180.00 .53.33 10.00 70.0 MOM '33.33 210 70.00 21 3r 4 50.00 110.00 70AO 110.00 53.33 153.46 70.00 153.48 53 33 153.46 70.0 153.46 53 33 153.40 70.0 153.48 ] 4' 24' S. 3 50.00. 83.80 70.0. 83.E 33.33 128.98. 70.00 128.E 53.33 128.98 70.00 128.98 .53.33 128.1 70.W 126.98 sr 7 SOHO 88.40 68.40 58.40 33:33 128.00 70.0 �M M 53.3.3 132.86 70.00 132M 53.33 132.6 70.W 13288 7r 6 50.00 52.20 52.20 52.20 83.33 103.00 70.00' 103.00 53:33 121.22 70.x0. 121.22 53.33 121.22 7000 t21.22 CO 3 50.00 147A0 70.00 147.00 53.33 153.46 70.6 153.48 53 33 053.46 70.0 13&46133M 115&46 70AD lia3.48 z 38' 4 ' 3000 88.50 68.510 86:80 53.33 135.42 7000 135.42 53.33 135.42 7000 130.42 53.33 1135.42 70.E 135.42 4B' 3r 5 4 50.00 55.00 '55.100 MW 53.33 97" 70:00 97AM 53' 100.42 70.0 tO042 53.33 1(X0.42 70.00 100.42 �0 Q 69 7 49.40 49.40 49.40 44.40 53.33 80.80 1 70.00 1X0.80 53.33 99.93 70.100 99.83 53.33 99.3 70.00 003 7r 8 .42.70 42.70 42.70. 42.70 53.33 89.10 09.10 69.10 83.33 I 88:58 7010b 88.59 .33.33 6.58 70.X1 OB ' 4 50.00 51.60 51.80 51.80 53.33 100.42 7OA0 100.42 83 33 10042 7000 UM.42 53.33 /0042 70.0 10OA2 4 r 5 5 - - - - 533 ,73.00 ?M 73.80 53.33 U87 70.00 93.87 53.33 93.87 70.X) 95.87 RF 4D' - 5333 57.40 . s� ao a7.4o:3 Sa►as esoo "M WAS 0 .� ?r ' 6 - - - - 51.40 81.40 WAO 51.40 33 4JO 70AD 74..'11 a•o• 1 .t 4 a6 60 4�e3 46 4L OD 53 33 80.76 70.00. SM76' 33 3 93 70.0 99.93 M r 4r 5 - - - 53.33 61.30 61- 53.33 .87.06 70,f>D: 87:00 '53.33 87.6 70.0 87" or w' 7 7 _ _ _ 44.00 .44.00 44" 44.0 83.33 61.00 81.00 81.00 83.33 83.40 70.0 8340 1� - 1fl HS07 -Q2 7r, , .$ - - - - - - - -� 50 6700 67 eet E i x1393 SHEET:. , M * • • • • AA • � • • • • • 2 OF 7 r i 4e F t O O D ... ;earl IM •• •mss !.'. • a • • •• 0aYt • • • • • • •• • • tenitans • • • • • . • • • • fit.._.__ •! ••• •• • • • i• 4e " c Owamb UL HS07 04' NON -. DWAdISMEETUT WOMW I l� ice ' inmr � I I r® 1 q Code. SAM a08r ..y 200 .. �'�' i7odo FWW HM 40 UL mov g�.$p�E R ML flit saw Tim S4�ER Ati� BQTFWt Rl& bSSmI F �' 6003+ 80�- $t6 ; ii-T- 7 . F om 9 OOp ITAO l� ice T—, ,- inmr � m .� r® 1 q Code. SAM a08r ..y 200 .. �'�' i7odo FWW HM 40 UL mov g�.$p�E R ML flit saw Tim S4�ER Ati� BQTFWt Rl& bSSmI F �' 6003+ 80�- $t6 ; ii-T- 7 . F om 9 OOp ITAO 2 1 /2 - lY 1. 2 fl2 Mad. - - O/4 � 1 in W am to a. PM WX NOW VACM 70. 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FOR RULVW OF ANCHORS as tO S"W 2 OF l nab¢ t9�IgM A ATFACHMENTI OAtiRTAt.81=fm (mm OR ANNA. Me 4NR 1%a s14a t t/r' WL Pow w" wo wom � tfOR MAX A CIWR VACIMS MIM TO.. •s. . • • • • • • • • • �°` SNW -tor 7. • . S • • • s • • t st DgrALF aas� o ATrA.CBMWT WOOD = . . 9 CTIQNS t2• la.c _ _ ; _ HSO7 —O6 . . . . . . . � • fLOR10N� PE � stsst :$MEET. 4 . .. ............ .. ... .. ..._ _ ,. -.� . _.. -°., mss., ^z F Rao 4 I/W' MAX woe *00 0 4! 1 1/4" IW.& ANCHOM TIC& ANCHM -Ile WCM 1 I/V WL VMMMDff I/r Sm I I/r WL Poomm 1-77 - • w* wsaw 7mom t- sy wm am= OR mm sw4w N* *MAW ORM (F= WAL Nam SVMM Run (MR WJL 1 mvcm wo To SOW * W 7. MR wim or MCHM RD" TI ... ... S 1. or I, � FOR NUN= OF:AN04M 'REFER 10 SIREi .S OF 74 iT 4'4 MW 2 'F' 7.) XAMI ATUCHMENTIDWOOD ATrACHMM4TIOMASONRY 1 *1 - I * r -- I' f I L ATrACHMSNTT6MUL"OftTWrAW NOW g RMTANT*12 W. 3111r. t/WMMMW *AM TAPE •9• •• • • • 0• � * , I . **' *00 0 4!