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RC-8-09-1417
Inspection Number: INSP- 122904 Permit Number: RC -8 -09 -1417 Scheduled Inspection Date: February 15, 2011 Inspector: Bruhn, Norman Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Project: <NONE> Miami Shores, FL 33138 -2422 Contractor: HOME OWNER Building Department Comments February 14, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)253 -2869 Parcel Number 1132060134800 Repair structural, replace electrical/plumbing change windows /doors,add bathroom, update exisiting bathroom, update kitchen. Pass.e7,l,)-4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 17 Repair structural, replace electrical/plumbing change windows /doors,add bathroom, update exisiting bathroom, update kitchen. Passed Ad Inspector Comments / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 122911 Permit Number: RC -8 -09 -1417 I Inspection Date: January 05, 2011 Inspector: Bruhn, Norman Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Project: <NONE> Miami Shores, FL 33138 -2422 Contractor: HOME OWNER Building Department Comments January 05, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number (786)253 -2869 Parcel Number 1132060134800 Page 1 of 1 MIAMI DADS Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175 -2474 " www.miamidade.gov /building COUNTY ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: KC. - 1411 Project Name: O4 /01 V2 Job Address: 253 Apr 191 STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the ENERGY. SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALL dLATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the II Thickness: 3 inch (es): Density: Exterior CBS W II Insulation: R- g (Min.): Material: — .P. 1a t� P( , E `i ®, utl 48 X 3/`/ lb/ft: Mfgr: cha cteristics shown below: (check only applicable boxes). ❑ 2) Exterior Frame/Metal Stud Walls: R- (Min.): Material: Thickness: inch (es): Density: lb/ft: Mfgr: Building Contractor CC #: Revised 02 -26 -2009 ❑ 3) Exterior solid concrete walls: R- (Min.): Material: Thickness: inch (es): Density: lb/ft: Mfgr: ❑ 4) Interior walls separating A/C from non A/C spaces insulation: R- (Min.) Material: • Thickness: inch (es); Density: lb/ft ❑ 5) MULTI -FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls to two separate conditioned t ancies shall be insulated to a minimum of R -11 for frame walls, and to R -3 on both sides of common masonry walls 6) Ceiling insulation R- 30 (Min.); Material: ee ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1, on page 13.74, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. f , r&e. Pibef ,' -lid itiAiv 1 /ilk ► Thickness: el inch (es): Den t y: 1 2 � lb /ft: Mfgr: swam nvged ❑ 7) Walls, partitions and floor /ceiling b ies be t, en dwelli units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must maintain the required rating). ❑ 8) Floor /ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class (IIC) rating of not less than 50. Make photocopies of this sheet in your office, as required fo u e jobs. Installed by: Insulation Company Name on Co ctor Signature d (...)11 Q/ - Insulation Contractor CC# Date Certified: / f O.C.Builder: Company Name G.C./Builder's Signature Date Certified: Note: For lightweight Insulating concrete, use appropriate forms, 'e parate from this one. 3/4 in. 4 ft. x 8 ft. R5.0 R -Matte Plus 3 Insulation - W- N5075X at The Home Depot Page 1 of 2 Zoom View 3/4 in. 4 ft. x 8 ft. R5.0 R -Matte Plus 3 Insulation Model # W-N5075X Store SKU # 464947 $12.25/PC -Piece Description Rmax produces rigid polyisocyanurate foam insulation with the highest r -value per inch of any insulation commonly available. This product is lightweight, easy to handle and easy to cut. Saves Energy Easy to Cut Exterior Uses highest R -Value per inch of thickness Eco Options : Eco Options MFG Model # : W- N5075X MFG Part # : 464947 Specifications Assembled Depth (in.) : 96 in Assembled Height (in.) : .75 in Welcome, (Sign In or Register) Miami, FL is your Share http: / /www.homedepot.com/h dl/N- 5yclvZlxg2/R- 100317820 /h d2/ProductDisplay ?langl... 1/3/2011 3/4 in. 4 ft. x 8 ft. R5.0 R -Matte Plus 3 Insulation - W- N5075X at The Home Depot Page 2 of 2 Assembled Width (in.) : 48 in Energy Star Compliant : Yes Insulation Type : Sheathing Interior /Exterior : Interior /Exterior Item Package Type : Bag Item Weight : 5 Ib Length : 8 ft Product Length (ft.) : 8 ft Product Thickness (in.) : .75 in Product Weight (Ib.) : 7 Ib Product Width (in.) : 48 in R Value : 5.0 Sheathing Type : ISO Structural : No Thickness : .75 in Width : 4 ft More Info Warranty For warranty information on this product, please call our Internet Customer Service Center at 1- 800 -435 -4654. Shipping E-MAIL EXCLUSIVES Sign up to melee special offers and promotions from the Home Depot Enter Email Address FOLLOW THE HOME DEPOT ABOUT THE HOME DEPOT Affiliate Program Careers Corporate Info Govemment Customers Investor Relations Privacy & Security Supplier Center Supplier Diversity The Home Depot Canada The Home Depot Mexico STRESS FREE SHOPPING Gift Cards Price Match Policy Privacy Policy Retum Policy Service Plan Registration Site Map PARTNER SITES Home Improver Club Home Decorators Collection Garden Club The Home Depot Racing Eco Options t Local store prices may vary from those displayed. Products shown as available are normally stocked but inventory levels cannot be guaranteed. ® 2000 -2010 Homer TLC, Inc. All Rights Reserved. Use of this site is subject to certain Terms of Use which constitute a legal agreement between you and The Home Depot U.S.A. Inc. CUSi Conte Home Order Prodt, Shipp Store http://www.homedepot.com/h_d 1 /N-5yclvZlxg2/R-100317820/h d2/ProductDisplay ?langl... 1/3/2011 GreenFiber 12 in. x 16 in. x 1 ft. R3.7 Blow -In Natural Insulation - INS541LD at The Ho... Page 1 of 3 More ding.: GreenFiber 12 in. x 16 in. x 1 ft. R3.7 Blow -In Natural Insulation Model # INS541LD Store SKU # 211904 $10.75/EA -Each View Larger Average Customer Rating * * *** 4.7 out of 5 Write a review for a chance to win a $1,000 Gift Card. Read Reviews Write a Review Description The GreenFiber 12 in. x 16 in. x 1 ft. R3.7 Blow -In Natural Insulation is an environmentally - friendly insulation made of 85% recycled paper fiber. The insulation is treated for flame resistance with borates that are non - corrosive and provide for a safe home environment. Blown into attics Covers 40 sq. ft. Retains its 3.7 R -value over time Pi Ile in none onn trniric nroo +inn o coomlocc 4hormol hl•nlro• Welcome, (Sign In or Register) Miami, FL is your http:/ /www.homedepot.com/GreenFiber/h dl /N- 5yclvZ3vgZlxg2/R- 100318635/h d2/Pro... 1/3/2011 GreenFiber 12 in. x 16 in. x 1 ft. R3.7 Blow -In Natural Insulation - INS541LD at The Ho... Page 2 of 3 1 I/IJ 111 U4td.7 4/ IV "1"`"?, VI V4f./1 EA CL Ji741111GJJ LI IViI 11 IQI MIQI It Energy Star compliant Formaldehyde -free and made from 85% recycled material Can be easily installed over existing insulation with a hose Reduces noise Fire - resistant MFG Brand Name : GreenFiber MFG Model # : INS541 LD MFG Part # : INS541 LD Specifications Assembled Depth (in.) : 13 in Assembled Height (in.) : 15 in Assembled Width (in.) : 25 in Coverage Area (sq. ft.) : 40 ft Energy Star Compliant : Yes Insulation Type : Loose Fill Item Package Type : Bag Item Weight : 22.55 lb Product Length (ft.) : 1 ft Product Thickness (in.) : 12 in Product Weight (Ib.) : 19.05 R Value : 3.7 Roll or Batt : Batt Vapor Retardent : No More Info Warranty For warranty information on this product, please call our Internet Customer Service Center at 1- 800 - 435 -4654. Shipping E-MAIL EXCLUSIVES Sign up to receive special offers and promotions from the Homo Depot Enter Email Address FOLLOW THE HOME DEPOT ABOUT THE HOME DEPOT Affiliate Program Careers Corporate Info Govemment Customers Investor Relations Privacy & Security Supplier Center Supplier Diversity The Horne Depot Canada The Home Depot Mexico STRESS FREE SHOPPING Gift Cards Price Match Policy Privacy Policy Return Policy Service Plan Registration Site Map PARTNER SITES Home Improver Club Home Decorators Collection Garden Club The Horne Depot Racing Eco Options CUS1 Conte Home Order Prods. Shipp Store http:/ /www.homedepot.com/GreenFiber/h dl /N- 5yclvZ3vgZlxg2/R- 100318635/h d2/Pro... 1/3/2011 Repair structural,replace electrical /plumbing change windows /doors,add bathroom, update exisiting bathroom, update kitchen. Passed , a‘A), Inspector Comments / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP- 122907 Permit Number: RC -8 -09 -1417 I Inspection Date: January 05, 2011 Inspector: Bruhn, Norman Owner: SMITH, MONIQUE Job Address' 253 NE 101 Street Project: <NONE> Miami Shores, FL 33138 -2422 Contractor: HOME OWNER Building Department Comments January 05, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number (786)253 -2869 Parcel Number 1132060134800 Page 1 of 1 AA26001388 Miami Shores Village Building Department 10050 NE 2^d Avenue Miami Shores, Florida 33138 January 4, 2011 Permit No.: 09 -1417 Job Name: Smith Residence Address: 253 NE 101st Street Miami Shores, FL 33138 Dear Building Official, I am the Architect of Record for the renovation project of the Smith Residence located in 253 NE 101st Street in the Village of Miami Shores. The scope of the project includes the demolition of the non -A /C front structure, the construction of new footings to support a new raised wood floor for the bedrooms, covering openings with reinforced masonry, new impact doors and windows, and a new HVAC system. To the extent of what I observed and to the best of my professional knowledge, the project was satisfactorily done as per the Florida Building Code 2007 including the reinforced concrete and masonry, doors and windows, and HVAC. ncerely, Victor J. Bruce A.l.., LEED AR- 0017103 370 NE 101 s' Street Miami Shores, Florida 33138 telephone 305- 310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net Repair structural,replace electrical /plumbing change windows /doors,add bathroom,update exisiting bathroom, update kitchen. Passed 1(32—jKfi Inspector Comments CREATED AS REINSPECTION FOR INSP- 122908. Provide a final certificate. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 154684 Permit Number: RC -8 -09 -1417 1 Inspection Date: February 14, 2011 Inspector: Bruhn, Norman Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Project: <NONE> Miami Shores, FL 33138 -2422 Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 February 14, 2011 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number (786)253 -2869 Parcel Number 1132060134800 Page 1 of 1 Purchaser: MONIQUE SMITH Address 253 NE 101ST /MIAMI SHORES, FL Phone Permit #: 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 Miami, FL 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 Web Page: www.alflexexterrninators.com / Email: alflex @bellsouth.net CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Number of Structure(s) to be treated : ONE Product Used : Square Footage : 1,000 Gallons Used : 100 I MARX PRO Linear Footage : 128 Gallons Used : 51 IMIDACLOPRID Date Initial Treatment : 11/ 2/2009 2:00 PM Date of Completion : 2/10/2011 7:00 AM Technician : MANNY Address of Treated Premises : SMITH RESIDENCE Lot- 0 Block- 0 253 NE101 ST/ MIAMI SHORES, FL (0.05 Al -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Al- Flex's limited warranty is presently in full force and effect. (WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) Dated: 2/ 9/2011 Al -Flex Exterminators, Inc. by Corporate Seal: President This is not valid without a Company Seal Inspection Number: INSP- 127482 Permit Number: DEMO -10 -09 -1733 Scheduled Inspection Date: May 11, 2010 Inspector: Bruhn, Norman Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Project: <NONE> Miami Shores, FL 33138 -2422 Contractor: HOME OWNER Building Department Comments DEMOLITION PARTION WALLS IN THE INTERIOR AND WALL LATHE, PLASTER AND DRIWALL. DEMOLISH EXISTING FRONT PORCH AND STEPT AND SLAB IN BACKYARD Passed Failed Correction Needed Re- Inspection Fee May 10, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 RC* I•04•VIII C L Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number (786)253 -2869 Parcel Number 1132060134800 Page 4 of 30 PERMIT # rkk - (pg 1417 CONTRACTOR: SUBMITTAL DATE: OS 2 5 QuI RESUBMITAL DATES: ZONING FIRE g7 XitOX STRUCTURAL/WO/2 IMPACT FEES EL CAL� HRS /DERM ADDRESS: '252 1 v_' I Cij s+ ee.4-- NAME: ji / moil qCU -e 1 MECHANICAL NOC BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. �� ] Owner's Name (Fee Simple Titleholder) H01'1,19 - `�+�+ +7`�- Phone # `7( % 2A--3 2 ' Owner's Address 2,c 3 N C tz) t Cit ii-L1£ 1.1 (S Ltore-4 State FL.... Zip 33/3W Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address Contact Phone Architect /Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: SAddition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 26;DCO ❑Alteration 0440/r' NO f E -mail OCT 3 o F. ,1 Structural Review. $ („Q 0 . (aO•0O Phone # Phone # Total Fee Now Due $ 1 113 •00 See Reverse side -a p T27974 la OCT 3 0 2009 �► BY: 1/.1 Permit No. C.OR— 1417 Master Permit No. Zip Flood Zone {'O. Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Square / Linear Footage Of Work: 2 10 SF ❑New ❑ Repair/Replace ❑ Demolition rlimarnmormwri Submittal Fee $ SC) ' 00 Permit Fee $ D • 00 CCF $ 30 CO /CC $ .ISO. 00 Notary $ Training /Education Fee $ 10 •QJ Technology Fee $ l Scanning $ 30 00 Radon $ I! •0() DPBR $ I I .CO Bond $ Double Fee $ Violation date: 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 pro ise in good faith that a copy notice ,,r.encement and construction lien law brochure will be delivered to the person whos:.roperty is subject to attachment. A ertified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occu s seve (7) d s after the building permit is issued. In the absence of such posted notice, the inspecti.' ' 71 not be approved gnc a rein ctio fee will be charged. NOTARY Sign: Print: My Commission Expires: owner or Agent t Contractor The foregoing instrument was acknowledged befor me, this I The foregoing instrument was acknowledged before me this day of 0 04 , 20 Cci , by t iOV .1 Or .Q... kt. ( day of , 20 , by who is ersonally known to mm) or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. (Revised 07/1 0 /07)(Revised 06/10/2009) NOTARY PUBLIC: Sign: Signature Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Engineer Clerk checked VILLAGE OF MIAMI S. IOM OWNER BUILDER DISCLOSURE STATEMENT NAME: !"toftit 7 Ve, r 0 lt DATE: IA 251 D ADDRESS: 1 &re ZO I gd•!`.ee.1f"" 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 fot sale or lease, which is a violation of this exemption. You May not hire an unlicensed person as k contractor. It is your responsibility to make sure the people employed by you haveiicenses 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.I:C.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 reinstaitement 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 4. 1 understand .that the building official and inspectors'are not there to design, alter or give advice on how to meet code — only if the stucture 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 attomey. The department will not mitigate any contract disputes. 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 t 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. 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. Was acknowledged before me this Produced there License or By 1-4,bn (TIE, 14 c> who was personally known to me or who has Initial WAA-1 Initial Initial day of eCk i 7 , 20 0 5 NOTARY � I ^PIE OF FLORIDA AA V. NO i'ubillos *)1)71'•! 0 yy 1 ''� plreAr. SEP. "3, 201.1 'ann•' 13 NCLA TIC B(NDING CO., SIC. BONDED as identification. This Instr Prepare yy Name I` ucJ B t r5 1-4 (774 Address 2Z NE (o (__S7 Permit No. I C D -1411 STATE OF FL COUNTY OF 1 41t4 1 (0,,r}�j6 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) 2,S ti► l e ? C V J J lc-d i + d ' k v� 0.4 L 3 2. General description of improvement: Mid to iV1dowS clog S O ri k t 1 ) Qechr7 )19 J J 1 AC 3. Owner information //, + U � 6 .� a. Name and address: rW K r9U �a l b. Interest in property: 9�Jyt¢.1' c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: y /Q n(Jry � I��?! Pe-- a. Name and address: b. Phone number: 5. Surety h 4. a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender I•'l a. Name and address: b. Phone number: WITNESS my ha HARVEY R 7. Persons within the State of Florida desllbryated b 0 provided by Section 713.13(1)(e)7., Florida Statutes: a. Name and address: 0 (,,,rt 124_ b. Phone number: - 7.s3 S STATE OF FLORIDA, COUNTY OF DADE . l HEREBY CERRT : at i s is e tr o f the vigrnai filed i t , • 8. In addition to hlmself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: 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) /1 °• 3 0 - (Ca WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYIN TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED D POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CO SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF C• MENCEMENT. Signatory's Titte /Offi The e tlstrument was acknowledged before me this,9d (name of person) as authority, ::.e.g. officer, trustee, attorney in fact) for behalf of whom instrument was executed). NOTARY PUBLIC -STATE OF FLORIDA ... CiltUdiA V. Ct ]111os a u Ct?mmi9Gioa#'5➢7L523 • Papaw. SEP. 23, 2011 BONDED TTIRU ATLANTIC BONDEIG CO,, INC, Sig ature of Own r or Own 'sAuthorized Officer /Director Partner /Manager Verification Pursuant to Sect on .525 Florida Statutes Under penalties of perjury, 1 declare that I have read the foregoln knowledge and belief. Tax Folio No , 32 13 L/ e 00 Sign'"!' of Notary Pubic !' of Florida Print, T pe, or Stamp Commissioned Name of Notary Public Commission Number • Personally Known )(or Produced Identification Sig Pure of Natural Per Signing Above to the best of my BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING � Owner's Name (Fee Simple Titleholder) Pl.,Orl l �e j CPA t t `" , Phone # Owner's Address "2---c3 I E to l 5f City klaiyi Ck reA State FL Tenant/Lessee Name Email h (b VI i ere S wt • � U tleve 1 (Vol i WO-) Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Submittal Fee $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Sara e Zip .S3 /3 Phone # Permit No. Master Permit No. 09 /Lei? NO Flood Zone Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration [New Describe Work: E P.r Cat Cc GL's` 1 .'v-' 1 County Miami -Dade Zip Contractor's Company Name b W K€/ Phone # Contractor's Address City State Qualifier Name Zip Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect /Engineer's Name (if applicable) Phone # [ Repair/Replace [ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ O l CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ 3.00 Radon $ DPBR $ Bond $ Double Fee $ Violation.date: j 1 Structural Review. $ Total Fee Now Due $ S' See Reverse side - cZ 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 promi a in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whos property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for th first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspe i will not be approved and rei pection fee will be charged. Signature Owner or Agent Contractor The fore r , ) oing instrument was acknowledged befor j e e s fl The foregoing instrument was acknowledged before me this day of ee - , 20 09, by kp 1 -1 ` a GI Y1et 1 day of , 20 _, by whct is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARYS,PUBLIC: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Signature NOTARY PUBLIC: + 41) . • o i 4" Sign: c-.:. 4 ; Print: '° 4' My Commission Expires: ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Q)� APPROVED BY Plans Examiner Zoning Engineer Clerk checked BUILDING PERMIT APPLICATION FBC 20 Permit Typ • B`UILDING)ROOFING. _ Owner's Name (Fee Simple Titleholder) on ique: IL �/L .� �•. Phone # 7e€61 2-s3 ( 2 C79 Owner's Address --� NO )01 C' 2.Ef " City 2taint &kO te- State Zip .2 3 13 i Tenant/Lessee Name Phone # Email ()kit ■- ( n -4 @ oU 4 E IVV %N Cor'-1 Job Address (where the work is being done) . 0 (VL JL City Miami Shores Villa.e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contractor's Address Architect /Engineer's Value of Work Type of Wor Describe 4 �Sl li 9V) Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 tic r�,�1�1�( UYc Phone # Permit No. Master Permit No. 0 '� (41 NO Flood Zone City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone �.. ,> E -mail Phone # Square / Linear Footage Work: ❑New ['Repair/Replace ❑ Demolition IV nik ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ C Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ 4+ ' -'"" Total Fee Now Due $ ) SC' 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 w ose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for e t inspection which occurs even (7 days after the building permit is issued. In the absence of such posted notice, the inspe ion ill not be approved and ,ein ctii fee will be charged. Signa re V 'J I l/V Signature Owner or Agent The foregoing instrument was acknowledged befo 1 day of 0 W. M10, by t\"‹ ` e.- I who is personally known to me or who has produced Sign: Print:. My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) As identification and who did take an oath. as identification and who did take an oath. NOTAR ' UBLIC: NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced Sign: Print: My Commission Expires: ******** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,F' * * * * ** **************************** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** x'1/4 Ja lans ns Examiner Zoning Engineer Clerk checked Monique H. Smith 253 NE 101 Street Miami Shores, Florida 33161 November 8, 2010 Norman Bruhn Village of Miami Shores Building and Zoning Department Miami Shores, FL 33138 Dear Mr. Bruhn: Kindly please extend my building permits for an additional 60 days. I am committed to closing all open permits by the first week in January 2011. ank you very much, onique Smi Mas\ c.ove/rS all tt o� )tqvl c. 786 253 -2869 MoniqueHSmith @att.net Scheduled Inspection Date: May 11, 2010 Inspector: Devaney, Michael Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Project: <NONE> Miami Shores, FL 33138 -2422 Contractor: SOUTH DOM ELECTRIC INC Building Department Comments May 10, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC- 9 -04• Igll Cc- Inspection Number: INSP- 142698 Permit Number: EL -10 -09 -1772 For Inspections please call: (305)762 -4949 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)253 -2869 Parcel Number 1132060134800 Phone: (305)626 -5904 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments is Page 22 of 30 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Miami Shores Village Building Departme t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 7614949 T r, Owner's Name (Fee Simple Titleholder) CIA Phone # - "' Owner's Address ATE 10 / &fr.e Cit Hiia✓l.1 fkored State FL Zip 3313 Tenant/Lessee Name r)/".. Phone it Email 1 0 n11 T7-1 Q.. 0 ®u 02A/ A/[ . c Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 13 2 060 _ 1 3'4 et - AD NO Flood Zone /Ltd Is Building Historically Designated YES Contractor's Company Name 500774 y619/y C Contractor's Address /' , / 2— r City State Qualifier Name Contact Phone Double Fee $ Submittal Fee $ Notary $ J Scanning $ 3 Structural Review. $ Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Radon $ 5OO ❑Alteration E -mail Violation date: DPBR $ Kermit No. 09 — 11 101 Master permit No. l -141 Phone II # State Certificate or Registration No. Ce cate of Compe -ncy No. 1 Zip !& 0 0 Zip L. 5 Phone, # Phone # Square / Linear Footage Of Work: 2 ['New epair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * *** * * * * * ** * * * * ** F ees * * * * * * ** * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * ** Permit Fee $ c*® CCF $ 5. 0 CO /CC $ Training/Education Fee $ Technology Fee $ Bond $ Total Fee Now Due $ 44 )'DO See Reverse side -� 4.10 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 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 ins ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will tot be a p p r o v e d and a re insp ton a will be charged. Signature NOTAR The foregoing instrument was acknowledged before me this day of 0a , 20 , by b v2.2 �-- ; who is personally known to me or who has produced As identification and who did take an oath. PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * ** (Revised 07 /10 /07)(Revised 06/10/2009) H " Sign: � 1 Print: "e®�g �ac0 My Commission Expires: Engineer A 1 1 / IL . Contractor The fo ; of • ' t was trume • ackn ledged before this30 •. y . � � .t�1.� ► , 2 0 0 ° ‘ b jto�l/d`/ lrCr WY/41 i fil ∎ .! s I ally known to me or who has produced fi 2. I '1 , • 213 cation and who did take an oath. Signature NO ' ' PUBLIC: • C CO,81yG 4 APPROVED BY �.�L /40 Tans Examiner Zoning Clerk checked Date: October 30, 2009 Monique Smith 253 NE 101 Street Miami, Florida QUOTE For the electrical work at the house located at the address above. This work is going to be according with the set of plans provided by Monique Smith by email. The electrical contractor will provide: Romex wirings (not conduits), regular switches, regular receptacles, labor, and the installation of high hat trims, smoke detector, fans, and others light fixtures. The owner will provide: high hat trims, smoke detectors, fans, light fixtures, and is going to pay for the electrical permits. The price for this work is US$5,750.00, to be pay as follow: 20% to begin, 65% with the rough, and 15% at final. South By Date EYectric, lne fi 1 South Dom. Electric, Inc. 5860 NW 192 Street Miami FL 33015 Lic. #04E000560 Note: Any additional outlets, TV, or PH, that is not show of in this plan, will be an additional charge for it. I Inspection Number: INSP Scheduled Inspection Date: January 04, 2010 Inspector: Devaney, Michael Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Miami Shores, FL 33138 -2422 Project: <NONE> Contractor: BLUE GAS PROPANE Building Department Comments Passed Failed Correction Needed Re- Inspection Fee December 31, 2009 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 igc aq - Ng Permit Number: PL -12 -09 -1995 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number (786)253 -2869 Parcel Number 1132060134800 Phone: (305)608 -5400 Page 7 of 12 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBIN G Owner's Name (Fee Simple Titleholder) on (9 k & Phone # 7 & ._ Owner's Address -- 3 �� � S City k( t C t 't State F- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 33 3 Tenant/Lessee Name ok= Phone # 1 7 7 Email f 'l o(v I Q 7�1 cu v N O2N Job Address (where the work is being done) S ,r /L e:. 614 0 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Contractor's Company Name Contractor's Address City"�1 Contact Phone Value of Work For this Permit $ Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ Tr,/ Structural Review. $ t 2?-)c4 E ='L." G l S ❑Additio -, ❑Alteration Radon $ Is Building Historically Designated YES NO Flood Zone h. State Zip 4 t1 Phone # C) E`S f7i o U Qualifier Name c:1 ( tZ" State Certificate or Registration No. L Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # E -mail Double Fee $ Violation date: New Zip Permit Master Permit No. Phone # /6(-)e Square / Linear Footage Of Work: DPBR $ Bond $ Total Fee Now Due $ iii.;:ti ,c.„4.4. cc.. DEL 0 2009 -0 ?.--/97s q - 141`] Zip - 4 co ❑ Repair /Replace ❑ Demolition ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * / ** ee ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ / CCF $ 0 COD CO /CC $ Training /Education Fee $ c 0 Technology Fee $ (O• n 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 pro erty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fir inspection which occurs seven 7 days after the building permit is issued. In the absence of .uch posted notice, the inspection ill not be approved and a rein ecti n fee will be charged. The fore day of owledged be i Il who is personally known tome or who has produced NOTARY ' UBLIC: APPROVE wner�or Agent oing instrument was ,20tn,b As identification and who did take a Sign: Print: My Commission Expires: * * * * * * * * * * *k* (Revised 07 /10 /07)(Revised 06/W/2009) Signature Con actor ��i2*' The fore oing inst ment was ackno edged before me this3 <-' , day of 20 by Jj ( who is p rsonally known to me or who has produced entification and who did take an oath. OTAI Y PUBLIC: I 4 ' Sign: Print: My Commission Expires: C mss• p.. so i /Examiner Engineer Zoning Clerk checked Name: MON1C SMITH 253 NE 101 ST MIAMt,FL Phone 1: 786 253-2869 CLIENT INFORMATION: Folio: Total Gas Load:50 000BTUH Total Developed Length: 28' 1/2" GALV STRAP TO THE WALL 50 GALLONS PROPANE TANK ABOUT GROUND 10' FROM SOURCE IGNITION 8 ' t I:4, 'ON ‘Ii!4' ttNi 1234 NW 79 ST MIAMI 305 608 5400 'A" TRAP PIPE IN SIDE THE CEILING LOW PRESSURE REGULATOR A PRESSURE 11" WC TABLE :402.4(30) TABLE :4024(26) \`■ . ,- 8 ' SOV 112" 1/2" GALV STRAP TO THE WALL RANGE 50 000 BTUH • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '0 • • • • • ft • • • • • • • • • • • • • • • , c.h.rni Shores Villao APPROVED BY DATE 7C)N!NG DEPT ..., - .. ___.... SLiEijDA ''... ' --^- - f'n 1,.. MPLIAN - M FEDERAL ' ' , ■ I 'TY ' ' . 0-7-. . MATIONS Name: MON1C SMITH 253 NE 101 ST MIAMt,FL Phone 1: 786 253-2869 CLIENT INFORMATION: Folio: Total Gas Load:50 000BTUH Total Developed Length: 28' 1/2" GALV STRAP TO THE WALL 50 GALLONS PROPANE TANK ABOUT GROUND 10' FROM SOURCE IGNITION 8 ' t I:4, 'ON ‘Ii!4' ttNi 1234 NW 79 ST MIAMI 305 608 5400 'A" TRAP PIPE IN SIDE THE CEILING LOW PRESSURE REGULATOR A PRESSURE 11" WC TABLE :402.4(30) TABLE :4024(26) \`■ . ,- 8 ' SOV 112" 1/2" GALV STRAP TO THE WALL RANGE 50 000 BTUH • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '0 • • • • • ft • • • • • • • • • • • • • • • 1 " -20FU fsrroxs y , f eta 4 3/4 HB W /VB 1 " -18FU 3/4 " -8FU 2"V 3" a-6FU TANKLESS WH N -120 11.8KW, 220V, 54 AMP 2 "V 2FU 1/2" L 3/4 "_ -10FU EXSTINO 900ga, SEPTIC TANX TO REMAIN EXISTING SEPTI REMAIN AS C YST SY STEM 900GAL IS. ECTED TO INTERIOR S NOT AFF UNDER REMODELING. LMNG AREA SQUARE FOOTAGE ARE NDT AFF UNDER THIS PERMIT, FIELD VERFY EXACT POINT OF CONNECTION. 3 " -18FU TO EXISTING SEPTIC TANK a, O F'LUMBING FLOOR PLAN OCALE 04•.V -0• r TANKLESS WH N -120 11.8KW, 220V, 54 AMP 11: 3/4' -8FU 2 3/4' 2 2FU 2 3 . L L 3 –tON �:� - -- Dw 6000 {t,. 00, 1 " -20F11 EXISTING METER CONTRACTO SHALL BE VERIFY OTHERWISE CHANGE AND CORRECT SIZE I i' -20FU 7-3/ HB w/ve ,r h ' .1,16.sys cu.. 3/4" HB w/VB JIGS 0.0708 SEAL associates AA500OIau VICTOAI.0AUC0 A &001710.1 V0NL 105154.8 XOcMShon, Koko 001M ht 305 WON Me 1.0174002210 .01 NfN AASA4awaM•V,nr 0 •0 1 . — Ayr Slniih Residence Renovafon 253 NE 101st Street Miami Shores. FL. 33138 Ayr Plumbing floor Plan P -1 I OF2 Inspection Number: INSP- 127926 Scheduled Inspection Date: January 04, 2010 Inspector: Levrock, James Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Project: <NONE> Passed Failed Correction Needed Re- Inspection Fee December 31, 2009 Miami Shores, FL 33138 -2422 Contractor: H &F PLUMBING CORP Building Department Comments NEW PLUMBING FOR INTERIOR REMODEL No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. lid Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspec' r omments For Inc3pecti r t pleat a call: (305)762 -4949 c c Permit Number: PL -10 -09 -1769 Permit Type: Plumbing - Resntial Inspection Typoal Work Classification: Addition /Alteration Phone Number (786)253 -2869 Parcel Number 1132060134800 Phone: (786)367 -1895 Page 4 of 12 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) Owner's Address c$ : , u ) E_ Cit kA ( (;L4 , Tenant/Lessee Name Email State Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 { 3 ),o W' ( p CC) Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address _, L' City Qualifier Name -r(} State Certificate or Registration No. f CJC 31" Contact Phone 6i,S 62 } Architect /Engineer's Name (if applicable) Value of Work For this Permit $ yt L-% .30. © 0 Type of Work: ❑Addition ❑Alteration Describe Work: Notary $ Scanning $ Double Fee $ Structural Review. $ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Ak; A t 7' v t= S Phone # /CI Zip '7j 4 . >V /<)(.S st State . Training /Education Fee $ (-190 * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C Violation date: DPBR $ Master Permit No. Phone # Permit No. Zip 35 13S' Phone # — 3 ' Zip i' ✓' ! 33 Phone # G 3t/7 Certificate of Competency No. /33 La E -mail `f'i hf ��lv) Phone # Square / Linear Footage Of Work: 2New ❑ Repair /Replace CCF$ 3' Total Fee Now Due $ Bond $ Flood Zone A-1,4 TZOMZUMpi LE OCT 2 8 2009 1 B Y: ❑ Demolition C O / C C $ Technology Fee $ 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 who property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for t trst inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspe o will not be approved qnd a erection fee will be charged. Sign Owner or Agent The foregoing instrument was acknowledged befor m is day of C *.l , 20 C)(1, by kOft l¢ y' ft_ , who i ersona ly known t e or who has produced My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Signature /// The for oing instrument was acknowledged before me this 6A day of e'1 , 20 ( , by Frail k /ere 2. who is p. sonally known to me or who has produced > cation and who did take an oath. N 1 TARY PUBLIC: My Commission Expires: Contractor � O F o I,IC -�i c.1',� • ** ' .C.JAK agel ir i� S ., `�ICBOT $oloY,I) „ _ Zoning Clerk checked Inspection Number: INSP - 127984 Scheduled Inspection Date: May 11, 2010 Inspector: Perez, JanPierre Owner: SMITH, MONIQUE Job Address: 253 NE 101 Street Project: <NONE> Miami Shores, FL 33138 -2422 Contractor: B &T AIR CONDITIONING INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 c-11-09• I�tl`1 C � Permit Number: MC -10 -09 -1774 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)253 -2869 Parcel Number 1132060134800 Phone: (954)438 -6002 g/ v4R) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 10, 2010 For Inspections please call: (305)762 - 4949 Page 7 of 30 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. N --n PERMIT APPLICATION Master Permit No. 0 - 14' (1 FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) I tit \) tV1' Phone # 747 2E3 4? 6 Owner's Address 2 3. )46 10 F City M,(CvL1,t Sho re,i State FL- Tenant/Lessee Name Email Job Address (where the work is being done) t Miami Shores Village City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name Contra . r' • • ddress City Qualifier Name ,,A 350 Oak) S `� Phone # qS4. • I / • 161 Ca State Certificate or Registration No. il / x. t 1124 9 1 \3Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) Qtr Value of Work For this Permit $ coca Type of Work: ❑Addition ❑Alteration Describe Work: 1 1 NO State Zip E -mail Submittal Fee $ Permit Fee $ Notary $ Scanning $ Double Fee $ Structural Review. $ Radon $ Training /Education Fee $ Violation date: Phone # Zip Flood Zone Phone # qs4 ' "'i vU " g Phone # 1 , ; gioir,..Tzw)vp At OCT 2 8 2009 " .� .) Square / Linear Footage Of Work: New ❑ Repair /Replace ❑ Demolition DPBR $ ******** * * * * * * * * * * * * * * * * * *** * * * * * * * * * ** Fees** * *: * * * * * * * * * * * * * ** * * * * * * * * * * *** * * * * * * * * ** CCF $ Total Fee Now Due $ CO /CC $ Technology Fee $ Bond $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promis in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose operty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the rst inspection which occurs seve 7) days after the building permit is issued. In the absence of such posted notice, the inspecti ll not be approved and a r nspe tion fee will be charged. SignaL� J Owner or Agent The foregoing instrument was acknowledged before me this The fo r 1, day of & t ` -7) v) ,201";,by tq,,vc t U rt, , day of who • ersonally known to e or who has produced who is per As identification and who did take an oath. 2 NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Sign: Print: My Commission Expires: strume was ckno _ ed ed ,200 by onal y known tom sttit or who has produced ation and who did take an oath. NO I ARY PUBLIC: Bo c Exp Clerk checked w r PROQUCER + One Stop Insurance Agency 1708E West Dbde Hwy N, Miami Beach, FL 33160 Phone (305)949 -9005 INSURED B S. T Air Conditioning, Inc. 3791 NW 78 Avenue #2 Hollywood, FL 33024- A r 10/29/2009 09:57 3059493013 1.] COMMERCIAL GENERAL LIABILITY CO CLAIMS MADE (1 OCCUR !,] DED $1,000 G N'L AGGREGATE LIMIT APPLIES PER ❑ POLICY ❑ PROJECT n WC AUTOMOBILE LIABILITY ❑ ANY AUTO fl ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS 0 WORKERS COMPENSATION AND EMPLOYERS UABIUTY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? Kyes, describe under SPECIAL PROVISIONS below OTHER I � GARAGE LIABIUTY ❑ ANY AUTO ExcESS/UMRREUA LIABILITY ❑ OCCUR ❑ CLAIMS MADE E, DEDUCTIBLE Lj RETENTION $ CERTIFICATE HOLDER ACORD 25 (2001/08) QF CERTIFICATE OF LIABILITY INSURANCE I DATE ININ DO/(Y) 10/29109 MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 Fax (305)949 -3013 r THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N01WI FiSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADZ. TYPE OF INSURANCE POLICY NUMBER DA FDLIOY EFFECTIVE Policy UPIRATIO LIMITS US_IWO TE (MNUDDnY1 DATE Imiwo GENERAL LIABILITY COVERAGES I INSURER F: 09 - 1699C T THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. _ INSURERS AFFORDING COVERAGE NAIL # INSURER A: LLOYDS OF LONDON INSURER B: INSURER C: INSURER D: ENSURER E: 10/24/09 ONE STOP INSURANCE PAGE 01/01 CANCELLATION 10/24/10 AUTHORIZED REPRESENTA STUART STARR, AG EACH OCCURRENCE ETORE ED PREMISES (Ea ocourence) MED EXP (Any one person) PERSONAL & ADV INJURY 1,000,000 G ENERAL AGGREGATE 2,000,000 PRODUCTS - COMP /OP AGG i INCLUDED COMBINED SINGLE LW (Ea accident) BODILY INJURY er BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY EACH OCCURRENCE AGGREGATE AGO QRY LI U- � OT E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E_. DISEASE - POLICY LIMIT D ESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS P OLICY SUBJECT TO AUDIT AND /OR INSPECTIONS" AIR CONDITIONING INSTALLATION, SERVICING AND /OR REPAIR 1,000,000. 100,000 5,000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL EN MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO - ffie LEFT, BUT FAILURE To DO 5O SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 6J ACORD CORPORATION 1988 Miami Shores Village Building Department 10050 N.E. 2n Avenue, Miami Shores, Fl 33138 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE l (We) have been retained by (name of owner /agent) to perform Speci I Ins ector services under the Florida Building Code a the oje t(address) 3 ✓ tO\ ti , , Miami Shores, as of 11 (y (date). I am a registered Architect or Professional Engineer licensed in the State of FIkrid . PERMIT NUMBER: 01 1+11 ❑ Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 \O ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 Special Inspector for Pilings, FBC 1822.1.20 m Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. 1. 3. 2. 4. 1, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are In addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Seale 11° Date: Engineer /Architect Name \1& v1 419-4,1CZ (Print) Address 3 - 1V1kr Phone No. vcJ7 *31 Florida License No: has (o3 deSignature: t544/ ress of New Home: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 'it EC082009 ESTIMATED ENERGY PERFORMANCE INDEX* = 77 _ _ k The lower the EnergyPerformance Index, the more efficient the home. SHGC: 8. Floor Types Insulation Area a. Crawlspace R =0.0 1620.00 ft b. Slab -On -Grade Edge Insulation R=4.0 596.00 ft c. N/A R= ft 253 NE 101st Street, Miami Shores, FL, 33138 -0000 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Concrete Block Int Insul, Exterior R=5.0 1704.00 ft2 b. N/A R. ft 3. Number of units, if multiple family 1 c. N/A R ft 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 2216 a. Under Attic (Vented) R=30.0 1620.00 ft b. Cathedral/Single Assembly (Vented) R =30.0 596.00 ft 7. Windows" Description --Area c. N/A - R= ft2 a. U- Factor: Dbl, U =0.87 352.53 ft SHGC: SHGC =0.53 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft a. Central Unit Cap: 56.0 kBtu/hr SHGC: SEER: 15.1 d. U- Factor: N/A ft2 13. Heating systems SHGC: a. Electric Strip Heat Cap: 23.9 kBtu/hr e. U- Factor: N/A ft COP: 1 • ••• • Date: • • .'• •• 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this hom -. as complie with the Florida Energy Efficiency Code for Building Construction throu the above energy saving features which will be installed (or exceeded) in this home bef• a final inspection Otherwise, a new EPL Display Card will be completed based on install d Code compli r features. City /FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy G §uge at't nQrgyggege.com for information and a list of certified Raters. For information about Floridals • Eneigy: EtfictietSdL� _ dk for Building Construction, contact the • Department of Community Affairs **Label required by Section 13 -10 of the - Florida Building Code, Resit' ode, Building, or S •• • • • RRes2008 C Cap: 1 gallons EF: 0.99 Pstat Project Name: Smith Residence Renovation II Builder Name: Street: 253 NE 101st Street Permit Office: City, State, Zip: Miami Shores , FL , 33138 -0000 Permit Number: Owner. Mr Smith Jurisdiction: Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft 2216 7. Windows Description Area a. U- Factor: Dbl, U =0.87 352.53 ft SHGC: SHGC =0.53 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Crawlspace R =0.0 1620.00 ft2 b. Slab -On -Grade Edge Insulation R =4.0 596.00 ft c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 1704.00 ft b. N/A R= ft c. N/A R= ft d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1620.00 ft b. CathedraVSingle Assembly (Vented) R=30.0 596.00 ft - c. WA - - R= ft 11. Ducts - _ a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft 12. Cooling systems a. Central Unit Cap: 56.0 kBtu/hr SEER: 15.1 13. Heating systems a. Electric Strip Heat Cap: 23.9 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 1 gallons EF: 0.99 b. Conservation features None 15. Credits Pstat /� SS Glass /Floor Area: 0.159 Total As -Built Modified Loads: 53.25 PASS Total Baseline Loads: 69.47 I hereby certify that tl this calculation are ir' Code. - PREPARED BY plans and specifi tions covered by compliance with th Florida Energy Review of the plans and ,s � Y0 - specifications covered by this 0 ; i i calculation indicates compliance- x ����j with the Florida Energy Code. hr . Before construction is completed "` �.. this building will be inspected for 1 , x compliance with Section 553.908 Florida Statutes., 7r� BUILDING OFFICIAL: °`' DATE ( ea / I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT DATE DATE- 1 __ _ FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A 12/7/2009 9:00 AM • • • • • . • • • • • • • •. • •. • • • .. • •-- • • • • 00 4) ... -.. •• •• • • • • • • • • .•. • . .'• • • • • • .• • • • •• • • • ••• • • • • :n�gaGau�e®USA +FlaRes2008 • - - -• • • • • • • . • • • •:• :• •• • • • •• •• • • • •• • • Page 1 of 5 PROJECT Title: Smith Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Mr Smith Conditioned Area: 2216 SubDivision: # of Units: 1 —__ - _ Total Stories: 1 - - - -.- PlatBook: - - _. Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low — — _FLOORS _ Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge Insulatio 100 ft 4 596 ft 0 0 1 ROOF V # Type Materials Area Roof Gable Roof Solar Deck Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2400 ft 462 ft2 . Light 0.96 No 30 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cei Vented 300 2216 ft N N CEILING T # Ceiling Type ! R -Value Area Fram Frac Truss Type 1 - Under Attic (Vented) 30 1620 ft 0.11 Wood 2 CathedraVSingle Assembly (Vented) 30 596 ft 0.11 Wood WALLS / Cavity Shea R Valthue ing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 432 ft 0 0 0.5 2 S Exterior Concrete Block - Int Insul 5 432 ft 0 0 0.5 • • 5 420 ft 0 0 0.5 3 E Exterior Co rett Olo :k' In Ins ul. . • . 4 W Exterior Cdticrete Block :In: IrisuC •; ' • 5 420 ft 0 0 0.5 •• ••: • • • • • • • , 12/7/2009 9:00 AM • • • • • ••• ••• .• •. • . • • • •.__ • • • • • • • • • • • • •' • • • • • • • • • • • . • • • • .• • • ••• • • • • ••• • • • • • • • • • • • ■ tnargyGafgegUV : FlaRes2008 • •• •• • • • •• •• ••• • • • ••• - • • Page2of5 - 12/7/2009 9:00 AM •. ••. • • • • • • •• ••• • • • • •• • • • • •• • • • •• • • • • • • • • • . • • • • • • • • • •• •• ••• ••• - z • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • tn:rggGasgagU$A : FlaRes2008 • •• •• • • • • •• •• ••• • • • . • ••• • • Page 3 of 5 DOORS __ # Omt Door Type Storms U -Value Area 1 N Wood Wood 0.29 22.22 ft - - -- WINDOWS- __ Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Wood Double (Tinted) 2 S Wood Double (Tinted) 3 E Wood Double (Tinted) 4 W Wood Double (Tinted) Yes 0.87 0.53 N 77.19 ft 2 ft 6 in 0 ft 2 in HERS 2006 Yes 0.87 0.53 N 74.48 ft 2 ft 6 in 0 ft 2 in HERS 2006 Yes 0.87 0.53 N 121.88 ft 2 ft 6 in 0 ft 2 in HERS 2006 Yes 0.87 0.53 N 78.99 ft 2 ft 6 in 0 ft 2 in HERS 2006 None None None None INFILTRATION & VENTING / V Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default _ 0.00036 2093 _ 7.08 114.9 216.0 _ 0 cfm 0 cfm 0 0 - COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm 0.75 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 23.9 kBtu/hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None - — T ft DUCTS V - -- Supply -- # Location R -Value Area -- Retum -- Air Percent Location Area Leakage Type Handier CFM 25 Leakage QN RLF 1 Attic 6 400 ft Interior 10 ft Default Leakage Interior - 12/7/2009 9:00 AM •. ••. • • • • • • •• ••• • • • • •• • • • • •• • • • •• • • • • • • • • • . • • • • • • • • • •• •• ••• ••• - z • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • tn:rggGasgagU$A : FlaRes2008 • •• •• • • • • •• •• ••• • • • . • ••• • • Page 3 of 5 12/7/2009 9:00 AM • • • • • • • •• • • • • • • • • • • •• ••• •• • • • •• •• • • , •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • s• .._ • • c • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • • &norg;Gasgel41$A FIaRes2008 • •• •• • • • • •• •• ••• • • • • ••• • • Page 4of5 -- TEMPERATURES Programable Thermostat: Y Cei ing Fans: Cooling Jan X Feb Mar Apr May Jun Jul Aug Sep X Oct N ov Dec Heating [ X Jan X Feb Mar Apr May Jun [X Jul [X Aug Sep X O ct N ov Dec Venting Jan X Feb X] Mar Apr May Jun Jul Aug S X Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/7/2009 9:00 AM • • • • • • • •• • • • • • • • • • • •• ••• •• • • • •• •• • • , •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • s• .._ • • c • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • • &norg;Gasgel41$A FIaRes2008 • •• •• • • • • •• •• ••• • • • • ••• • • Page 4of5 -- COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CI-7K Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.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 corners; 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. Vil Floors N1106.AB.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. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.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 with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters - -- N1112.AB.3 — Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB •• ••• • •• �: All ducts, fittings, mechanical equipment and plenum chambers shall bq,me0§nic §lly attached, sealed, insulated and installed in gs:414arte w4h the criteria of Section N1110.AB. OuCts3nDnQsnditieged attics: R -6 min. insulation. HVAC Controls Ni 107.AB 2 • Separate readily accessible manual or automatic thermostat for each system. Insulation •• • N1104.B; ._ : • .. E R'19.Ommon walls -frame R-11 or CBS R -3 both T sk s•C$rr npitceiliog & floors R - 11. — FORM 1100A -08 ADDRESS: 253 NE- 101st Street Miami Shores, FL, 33138 -0000 PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 12/7/2009 9:00 AM -- Code Compliance Cheklist Residential Whole Building Performance Method A - Details • • • ••• • • • • ••• • • • • • • - - nitg'Gabe(;UV, FlaRes2008 • •• •• • • • •• •• ••• • • • ••• • • Page 5 of 5 PROJECT Title: - - -. Smith Residence Renovation - -- Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Mr Smith Conditioned Area: 2216 SubDivision: # of Units: 1 Total Stones: 1 PlatBook: Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami — FL MIAMI_INTL_AP - — 51 90 70 — 75 149.5 56 Low UTILITY RATES —. -- Fuel Unit Utility Name Monthly Fixed Cost $ /Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft O Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft — FLOORS _ # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge Insulatio 100 ft 4 596 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2400 ft 462 ft Li ht 0.96 No 0 • • 22.6 de •• • ATTIC •e • • •.. •• •' • # Type Ventilation Vent Ratio (1 in) Area RBS IRCC .•. 0 '__ -- •_ •_ 1 Partial cathedral ceiling Vented 300 2216 ft • • _ • , • • • I* • • Building Input Summary Report 12/7/2009 9:01 AM EnergyGauge®/ USRFSB v2.8 •• • ls • • • • • • • • • .. • . • • '•• ••� • • Page 1 of 4 • • • • • ••• • • i • ee ls • • • • • •• •.• else •e •• Building Input Summary Report 12/7/2009 9:01 AM • • .. ••S ••. • • • . ••• ..• • • • • • • • • • • . • • . • • • ' : • EnergyGauge® / USRFSB v2.8 • • • • • ' • • • • • • • • • • • • • • ••• • •_ • • • • • • • • • • • • • •e 0 .• •. •• . ;• •• •i Page 2 of 4 CEILING -. Ceiling Type -_ .. R -Value - Area Framing Fraction Truss Type 1 Under Attic (Vented) 2 Cathedral/Single Assembly (Vented) 30 30 1620 ft 0.11 596 ft 0.11 Wood Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adjacent # Omt To Wall Type Cavity Width Height R -Value Ft In Ft In Area Sheathing Framing Solar R -Value Fraction Absor. 1 N Exterior 2 S Exterior 3 E Exterior 4 W Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 5 54 5 54 5 52 5 52 0 8 0 432 ft 0 8 0 432 ft 6 8 0 420 ft 6 8 0 420 ft 0 0 0.5 0 0 0.5 0 0 0.5 0 0 0.5 DOORS _ # Omt _ Door Type Storms _ Width __— Height U -Value Ft In Ft In Area 1 N Wood — Wood 0.29 --- 3 4 6 8 — 22.22 ft WINDOWS # Omt Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 N Wood 2 S Wood 3 E Wood 4 W Wood Double (Tinted) Yes Double (Tinted) Yes Double (Tinted) Yes Double (Tinted) Yes 0.87 0.53 N 0.87 0.53 N 0.87 0.53 N 0.87 0.53 N 77.19 ft 2 ft 6 in 0 ft 2 in 74.48 ft 2 ft 6 in 0 ft 2 in 121.88 ft 2 ft 6 in 0 ft 2 in 78.99 ft 2 ft 6 in 0 ft 2 in None None None None Drapes/blinds None None None INFILTRATION & VENTING Method SLA CFM 50 ELA EqLA ACH ACH 50 -- Forced Ventilation -- Supply Exhaust Terrain/Wind Run Time Shielding Best Guess 0.00030 1744 95.7 180.0 0.207 5.90 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness -- — Furniture Fraction - No Added Mass 0 ft -- 0 ft 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 23.9 kBtu/hr False Building Input Summary Report 12/7/2009 9:01 AM • • .. ••S ••. • • • . ••• ..• • • • • • • • • • • . • • . • • • ' : • EnergyGauge® / USRFSB v2.8 • • • • • ' • • • • • • • • • • • • • • ••• • •_ • • • • • • • • • • • • • •e 0 .• •. •• . ;• •• •i Page 2 of 4 HOT WATER SYSTEM # System Type EF —. Cap Use ---__ SetPnt - Credits 1 Electric 0.99 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS - Supply - -- Return — Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft Interior 10 ft 5 Default Leakage Interior TEMPERATURES Programable Thermostat: Y Cooling Jan Feb Heating LX Jan [X Feb Venting l[�X1] Jan [[�Xl] Feb X Mar )C Mar X Mar Ceiling X Apr X Apr X Apr Fans: N May [[XX]] Jun [X] Jul ((XX]] Aug [X(]] Sep May [X] Jun [X] Jul [X] Au[X] Sep May [[�Xl] Jun [X] Jul [[�X1] Aug [[�X]] Sep Oct Oct l[XJ Oct Nov Nov Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/7/2009 9:01 AM Building Input Summary Report .• ••• • • • • • . • • . •• • • • • • � • •• • • i • • * • • •• • •• •• •• ••• ••• • • •• • • • • • • • • • • • • • . • • • • •• EnergyGauge(E� / USRFSB v2.8 • • • • • • . • • • • ' • Page 3 of 4 • • • • ••• • • ••• • • • • • • • • • - ••• • ._.• ••• • • • • • • • •••• • •• •• • • ••• • • 4,00 0 APPLIANCES & LIGHTING Appliance Schedule:__HERS 2006 Reference Schedule Type 1 ___Hours 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher % Released: Annual Use: Dryer % Released: Annual Use: - Lighting % Released: Annual Use: Miscellaneous % Released: Annual Use: Pool Pump % Released: Annual Use: Range % Released: Annual Use: Refrigeration % Released: Annual Use: Well Pump % Released: Annual Use: AM 60 PM 0 kWh/Yr AM 10 PM 891 kWh/Yr AM - 90 PM 2408 kWh/Yr AM 90 PM 3187 kWh/Yr AM 0 PM 0 kWh/Yr AM 100 PM 447 kWh/Yr AM 100 PM 775 kWh/Yr AM 0 PM 0 kWh/Yr 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Peak Value: 200 Watts 0.16 0.15 0.16 0.18 0.23 0.45 0.4 - 0.26 0.19 0.16 012 0.11 0.16 0.17 025 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Peak Value: 786 Watts 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Peak Value: 584 Watts 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 Peak Value: 0 Watts 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Peak Value: 165 Watts 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Peak Value: 0 Watts 12/7/2009 9:01 AM Building Input Summary Report o • • •• :•oo • • • • • • • • • • • • • .•. • 0 000 000 .. • •• • • - _ • • •• ••• • • • • • • • • • • • • • • • • •' • �• -� • '•' • • • • ; • :• EnergyGauge® / USRFSB v2.8 • • • • • • ' • • • ' Page 4 of 4 • . • • ••• • • .•• : • • • • • • • . • • .•. • • • • • • System: AC #1 Location: Miami Shores., Smith Resid. FI. Prepared by: ARPE Engineering, Inc. Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Floor Area 2,216 sqft Overall U -Value 0.165 BTU/hr /sgft/F Vent Air 0.00 CFM/sqft Vent Air - 0 00 CFM/person TABLE 2. SIZING DATA (HEATING) Heating Coil Load 22,061 BTU/hr Ventilation Load Total Zone Load Ventilation Airflow Time 1) July 17:00 2) July 16:00 3) August 16:00 4) August 17:00 5) June 17:00 55,381 BTU/hr 40,210 BTU/hr 38,209 BTU/hr 553 F 1,800 CFM 1,800 CFM 0 CFM 0 CFM 0 BTU/hr 0 BTU/hr 22,061 BTU/hr O CFM Location Miami Shores., Smith Resid. FL Data Source User Defined Latitude 25.8 Degree Elevation 7.0 ft Atmospheric. Clearness # 0.90 TABLE 4. INPUT (HVAC SYSTEM) Sensible Ton Total Ton 335 4.62 3.35 4.61 333 459 332 458 3.30 4.58 SYSTEM SIZING SUMMARY Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Block Load 3.05 December 07, 2009 ___ Page: 1 TABLE 1. SIZING DATA (COOLING) 1 July 17:00 90.1/17.1 F 75.0/64.4 F 543/53.8 F 53.2 F 0.050 56.6 % Total Coil Load 4.62 Ton Sensible Coil Load 3.35 Ton SQr/Ton 480.16 Cooling 24.99 BTU/hr /sqft ('.nnlinn 0.81 CFM /soft Heating Heating Floor Area Overall U -Valve Vent Air Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter Dry-Ball) • - • • • • • • • • •• • • • • • • • 9.96 BTU/hr/sqft 0.00 CFM/sqft 2,216 sqft 0.165 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) 91.6 F 77.5 F 15.0 F 463 F System Name AC #1 THERMOSTAT SETPOINTS System Type Clg and Electric Ht Cooling (Om) 75.0 F System Start 6:00 Cooling (Unocc.) 80.0 F Duration 24 hrs Heating 70.0 F SIZING SPECIFICATIONS RETURN AIR PLENUM No Supply 1,800 CFM FAN Ventilation 0.00 CFM/person - Configuration Draw -Thru Exhaust 0.00 CFM Static Pressure 150 In. wg. FACTORS Coil Bypass 0.050 Safety (Sens) 0 % Safety (Latent) 0 % Heating Safety 0 % 1 TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton Total Ton 6) June 16:00 3.30 • 4. • • 7) July 15:00 o il. • • • 340 ; • • • • 4.5 • 6 8) August 15:00 •3.2.8•: : ::4.3 • • • 9) June 15:00 • • • •3.25 • • • • • ."0 • • 10) July 18:00 • • • • 3.26 451 • --• 'e • • •• ••• • • • ' • • i • • • : • •• • • • • ••• • • • • • • • •• • i • • • • • • •• •• • • System: AC #1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. SYSTEM SIZING SUMMARY Max. Cooling Design Airflow Sensible Rate Zone Name (BTU/hr) (CFM) Design Time Zonel.lstFloor. 17,281 800September 16:00 House 38,209 1,800 July 17:00 Total: 2,600 Block Load 3.05 December 07, 2009 Page: 2 TABLE 6. ZONE SIZING DATA Max. Heating Design Flow Load Rate (kW) 4.8 6.5 Total: .00 ••• ••• • • • ••• • • • • • • •• ••• • • ••• •• • • •r ••• • ••• ••• • • se •• ---- _. •.-•- ••• •• ••• • • • • • • • •• • i • • : : • • • • • • • • • .• i• • • • • • • • • • • • • •• • • • ••• • • • • •.• • • • • • • • • • ••• • • • • • • • • • •• • • •• •• ••• • System: AC #1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: Clg and Electric Ht 6:00 24 firs SYSTEM INPUT REPORT 1,800 CFM 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % All zones served by a common air handler 1 1) House THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure Block Load 3.05 ___ December 07, 2009 Page: 1 75.0 F 80.0 F 70.0 F No Draw Thru _ 1.50 in. wg. • • • • • • • • . • • • • •• •• ••• •• • • • ••-•- N) •• ••• • • • • •• • • • • • • • ••• • • • •• ••• • • • • ••• • • • • • • ••• •• • • • ••• • • • • t ••• • • • •• • • ••• • ENERGY PERFORMANCE LEVEL (E { � DISPLAY CARD DEC 0 8 2009 y. ESTIMATED ENERGY PERFORMANCE INDEX* = 77 4QC tql The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft 2216 7. Windows ** -- Description a. U- Factor: Dbl, U =0.87 SHGC: SHGC =0.53 b. U- Factor. N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types Insulation Area a. Crawlspace R =0.0 1620.00 ft b. Slab -On -Grade Edge Insulation R =4.0 596.00 ft c. N/A R= ft 253 NE 101st Street, Miami Shores, FL, 33138 -0000 --Area 352.53 ft ft ft ft ft * *Label required by Section 13- 104.4.5 of the Florida Qgil of-the Florida Building Code, Residential, if not DEF4IrL EnergyGatige® Date: 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 1704.00 ft b. N/A R= ft c. N/A R= ft2 d. WA R= ft2 10. Ceiling Types Insulation a. Under Attic (Vented) R=30.0 b. Cathedral/Single Assembly (Vented) R=30.0 c. N/A R= 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has ° omplied ith the Florida Energy Efficiency Code for Building Construction through the above energ, saving features which will be installed (or exceeded) in this home before f I inspection. therwise, a new EPL Display Card will be completed based �oninstalled C'de compliant -atures. ilder SI[anature: Address of New Home: ' City /FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy gauge Ratin g. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at ecergyggugegor+ri fiorinloyation and a list of certified Raters. For information about Florida's Energy EfficiencyCod0 fOr puildttg:Epnstrl ction, contact the Department of Community Affairs at (850) 487 -1824. •' • ' • • • • • • Section B2.1.1 of Appendix G • • • • • • Area 1620.00 ft 596.00 ft ft Cap: 56.0 kBtu/hr SEER: 15.1 Cap: 23.9 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.99 Pstat Project Name: Smith Residence Renovation II Builder Name: Street: 253 NE 101st Street Permit Office: City, State, Zip: Miami Shores , FL , 33138 -0000 Permit Number: Owner: Mr Smith Jurisdiction: Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft 2216 7. Windows Description Area a. U- Factor: Dbl, U =0.87 352.53 ft - -SHGC: SHGC = 0.53 - ___ b. U- Factor: N/A ft2 SHGC: c. U- Factor. N/A ft SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor N/A ft2 SHGC: 8. Floor Types Insulation Area a. Crawlspace R =0.0 1620.00 ft b. Slab -On -Grade Edge Insulation R =4.0 596.00 ft2 c. N/A R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. WA c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. Cathedral/Single Assembly (Vented) - c. N/A - - 11. Ducts Insulation Area R=5.0 1704.00 ft R= ft R= ft R= ft Insulation Area R=30.0 1620.00 ft R=30.0 596.0Q ft R= ft - __ a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft 12. Cooling systems a. Central Unit Cap: 56.0 kBtu/hr SEER: 15.1 13. Heating systems a. Electric Strip Heat Cap: 23.9 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 1 gallons a. E EF: 0.99 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.159 , --- ` T o tal As -Built Modified Loads: 53.25 Total Baseline Loads: 69.47 s i I�'� PASS I hereby certify that this calculation ar- Code. PREPARED BY• DATE- he plans and specifi ations covered by Review of the plans and -- specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. . BUILDING OFFICIAL: _ ' 9... , t I E 4 . 0 , L ag ..to. , * :. `' . r�r ' J4� GIS 4.. 11* in compliance with , %e Florida Energy 0 a * - Arlim I hereby certify that with the Florida Energy OWNER/AGENT DATE this building, as designed, is in compliance Code. DATE AZ- FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A 12/7/2009 9:00 AM • • • • • • • • •• ••• •• • • • •• •• • • • ••• • •• • • • . • • t • • - _ -•_.. • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • EnergyGauge® USA FIeR:61308 • • • • . • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 5 PROJECT Title: Smith Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Mr Smith Conditioned Area: 2216 SubDivision: # of Units: 1 —. - Total Stories:. - 1 - - -- PlatBook: - - - -- Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Tip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS _ V #__ Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge lnsulatio 100 ft 4 596 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2400 ft 462 ft . Light 0.96 No 30 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cei Vented 300 2216 ft N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 —. Under Attic (Vented) 30 __ 1620 ft 0.11 — - Wood 2 Cathedral/Single Assembly (Vented) 30 596 ft 0.11 Wood WALLS / Sheathing Framing Solar Cavity SR Value Fraction Absor. v # Omt Adjacent To Wall Type R -Value Area 1 N Exterior Concrete Block - Int Insul 5 432 ft 0 0 0.5 2 S Exterior Concrete Block - Int Insul 5 432 ft 0 0 0.5 3 E Exterior Concrete Block - Int Insij • • •' ' • '5 • • gG ft 0 0 0.5 4 W Exterior Concrete Block - Int Insul • . • • • • • • 5• • • • • • 4 2 6 ft2 0 0 0.5 •• • 12/7/2009 9:00 AM -- •• • • • ••• • •• • • • • •__ •__•. - _ _ • • -- • • • • • • • • • • • • • • • • • • • • • • • • . • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • -- EnergyGauge® Ui l • FIB Rees 2E108 . -- . • • • • ••• • • • ••• • • Page 2 of 5 -- 12/7/2009 9:00 AM •• • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • •• •• • • • ••• ••• • • • • • • • .. _.•__. • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • •• • • • • • • • • • • • • • • ••• • • • EnergyGauger U44 DRgsT,008• • • • • • • • •• • • • ••• • • Page 3 of 5 DOORS V # Omt Door Type Storms U -Value Area 1 N Wood Wood 0.29 22.22 ft - - -- WINDOWS -.. _ - Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. --- _ V # Omt Frame Panes NFRC Overhang U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Wood Double (Tinted) 2 S Wood Double (Tinted) 3 E Wood Double (Tinted) 4 W Wood Double (Tinted) Yes Yes Yes Yes 0.87 0.53 N 77.19 ft 2 ft 6 in 0 ft 2 in HERS 2006 0.87 0.53 N 74.48 ft 2 ft 6 in 0 ft 2 in HERS 2006 0.87 0.53 N 121.88 ft 2 ft 6 in 0 ft 2 in HERS 2006 0.87 0.53 N 78.99 ft 2 ft 6 in 0 ft 2 in HERS 2006 None None None None INFILTRATION & VENTING V Method SLA CFM 50 — Forced Ventilation — Run Time ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2093 7.08 114.9 216.0 ^ 0 cfm 0 cfm 0 0 — -- __ _ COOLING SYSTEM ____ V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 23.9 kBtu/hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None — -- -- — ft2 DUCTS - V -- Supply — # Location R -Value Area - - -- Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft Interior 10 ft Default Leakage Interior a -- 12/7/2009 9:00 AM •• • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• • • • •• •• • • • ••• ••• • • • • • • • .. _.•__. • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • •• • • • • • • • • • • • • • • ••• • • • EnergyGauger U44 DRgsT,008• • • • • • • • •• • • • ••• • • Page 3 of 5 12/7/2009 9:00 AM • •• •• • • • • • • • • • • • • • • •• ••• •• • • • •• •• • • • ••• • •• • • • • • • • ••_ • __.. .. •. ._ -_ . _. _•_. •.. �,_• • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGauge® U$9' ntRis4008• • • • • • • • ••• • • • ••• • • Page 4 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan X Feb Mar X Apr May X Jun X Jul Aug Sep Oct Nov Dec Heating X Jan X Feb Mar X Apr May [X X Jun X Jul Aug [X Sep Oct Nov Dec Venting X Jan X Feb XJ Mar 'X Apr May 'X Jun X Jul Aug _ Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/7/2009 9:00 AM • •• •• • • • • • • • • • • • • • • •• ••• •• • • • •• •• • • • ••• • •• • • • • • • • ••_ • __.. .. •. ._ -_ . _. _•_. •.. �,_• • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGauge® U$9' ntRis4008• • • • • • • • ••• • • • ••• • • Page 4 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. V Exterior & Adjacent Walls N1106.AB.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 corners; 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. Noi Floors _____ N1 i06.AB.1.2.2 _____ Penetrations /oponings > 1/8" sealed unless backed by truss or joint members. V EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. N1110.AB Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. , Recessed Lighting Fixtures N1106.AB.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 with < 2.0 cfm from conditioned space, tested. N1104.AB.1- Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. — N1102.B.1.1 Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters — N1112.AB.3 -- Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff -(gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. V Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be metfarfle4lyatrcbecl, teageci,•insulated and installed in accordancfs Nith ta crittlIof:S t n11110.AB. Ducts in u • •'t' eti .. ies -- in. i .ulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for eachsyst Insulation N1104.AB.1- .- *•• ••• — Ceilings:Min. -39. Citrr r 4-Qralls -frene 0-11 or CBS R -3 bath sides. Con3m$n 1,efling fit:4 11 -1:. , : • - -- — N1102.B.1.1 - - FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 253 NE -101st Street Miami Shores, FL, 33138 -0000 INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 12/7/2009 9 :00 AM ••. • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGa U44' fttils43 • • • ••• • • • ••• • • Page 5 of 5 PROJECT Title: - `__ Smith Residence Renovation - - Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Mr Smith Conditioned Area: 2216 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 -0000 New/Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami — FL MIAMI_INTL AP - — 51 90 70 — 75 149.5 56 Low UTILITY RATES - -. — Fuel Unit Utility Name Monthly Fixed Cost $ /Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel 00 Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft — FLOORS -- - __- - # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge Insulatio 100 ft 4 596 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2400 ft2• • • 4%21 :: 1.151it : : p.96 No 30 22.6 deg •• ••• •• • • • •I # Type Ventilation Vat Rgtio (1 in), krea • • • • FiI S IRCC - 1 Partial cathedral ceiling Vented • • :3 • e s . 146 42 . • •.N N Building Input Summary Report 12/7/2009 9:01 AM • • • • EnergyGauge® / USRFSB v2.8 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • -1 • • • •• •• • • • •• •• ••• • • • ••• • • • Page 1 of 4 12/7/2009 9:01 AM Building Input Summary Report •• • • --. -- •• • • • • • • • • • • • • • • •• .•• •• • • • • • • • • .. • • ••• ••• r ' - • • • - • • • • • • • • • • • • • • • • • • • • .. • • EnergyGauge® / USRFSB v2.8 ••• • • • • ••• • • • • • • • • • • • • • ••• • •. - • •- • • • • • • • • • • .• •• • • • •• •• ••• • • • ••• • • Page 2 of 4 CEILING # -- Ceiling Type - - -. R -Value -- - Area Framing Fraction Truss Type 1 Under Attic (Vented) 2 Cathedral/Single Assembly (Vented) 30 30 1620 ft 0.11 596 ft 0.11 Wood Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate an. le shown in "Project" section above. Adjacent # Omt To Wall Type Cavity Width Height R -Value Ft In Ft In Area Sheathing Framing Solar R -Value Fraction Absor. 1 N Exterior 2 S Exterior 3 E Exterior 4 W Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 5 54 5 54 5 52 5 52 0 8 0 432 ft 0 8 0 432 ft 6 8 0 420 ft 6 8 0 420 ft 0 0 0.5 0 0 0.5 0 0 0.5 0 0 0.5 DOORS _ # Omt _ Door Type Storms __ Width U -Value Ft -- Height In Ft In Area 1 N Wood — - 029 3 4 6 — 8 22.22 ft Wood WINDOWS # Omt Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 N Wood 2 S Wood 3 E Wood 4 W Wood Double (Tinted) Yes Double (Tinted) Yes Double (Tinted) Yes Double (Tinted) Yes 0.87 0.53 N 0.87 0.53 N 0.87 0.53 N 0.87 0.53 N 77.19 ft 2 ft 6 in 0 ft 2 in 74.48 ft 2 ft 6 in 0 ft 2 in 121.88 ft 2 ft 6 in 0 ft 2 in 78.99 ft 2 ft 6 in 0 ft 2 in None None None None Drapes/blinds None None None INFILTRATION & VENTING Method SLA CFM 50 ELA EqLA ACH ACH 50 — Forced Ventilation --- Supply Exhaust Terrain/Wind Run Time Shielding Best Guess 0.00030 1744 95.7 180.0 0.207 5.90 0 0 0 Suburban / Suburban MASS Area Thickness -- Mass Type — Fumiture Fraction No Added Mass -- 0 ft -- 0 ft - -0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Stn. Heat None COP: 1 23.9 kBtu/hr False 12/7/2009 9:01 AM Building Input Summary Report •• • • --. -- •• • • • • • • • • • • • • • • •• .•• •• • • • • • • • • .. • • ••• ••• r ' - • • • - • • • • • • • • • • • • • • • • • • • • .. • • EnergyGauge® / USRFSB v2.8 ••• • • • • ••• • • • • • • • • • • • • • ••• • •. - • •- • • • • • • • • • • .• •• • • • •• •• ••• • • • ••• • • Page 2 of 4 Building Input Summary Report 12/7/2009 9:01 AM • •• • • • • • •• • • • • • • • • • •• •• • • • • • • •• •• • • • ••• ••• • . •. • - • •-•- • _ - •- • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • Er ergyauge®/ USRFSB v2.8 ••• • • • • •• • • • • • • • • • ••• • • • • •- • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• Page 3 of 4 HOT WATER SYSTEM # System Type EF _ ._ Cap Use ---- SetPnt - Credits 1 Electric 0.99 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Type Collector Surface Absorp. Tilt Azimuth Area Loss Coef. Prod. Trans Tank Tank Tank Heat PV Corr. Volume U -Value Surf Area Exch Eff Pumped Pump Energy DUCTS - -- Supply ---- # Location R -Value Area - -- Location Retum --- Area Number Leakage Type Air Percent Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft Interior 10 ft 5 Default Leakage Interior TEMPERATURES Programable Thermostat: Y Cooling Jan Feb Heating Jan Feb [ X Venting [X Jan [X Feb X Mar . X Mar 'X Mar Apr Apr pr Cei ing Fans: N May Jun May Jun PC [X May [X Jun Jul Jul [X Jul Aug Sep Oct Aug Sep Oct [X Aug [X Sep [X Oct Nov Nov Nov Dec Dec [X Dec Thermostat Schedule: Schedule Type HERS 2006 Re erence 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM PM AM PM AM PM AM PM 78 80 78 78 66 68 66 68 78 80 78 78 66 68 66 68 78 78 78 78 78 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 66 68 66 68 78 78 78 78 68 68 68 68 78 78 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 68 66 68 68 68 68 68 68 68 68 68 66 80 78 78 78 68 66 68 66 Building Input Summary Report 12/7/2009 9:01 AM • •• • • • • • •• • • • • • • • • • •• •• • • • • • • •• •• • • • ••• ••• • . •. • - • •-•- • _ - •- • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • Er ergyauge®/ USRFSB v2.8 ••• • • • • •• • • • • • • • • • ••• • • • • •- • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: _HERS 2006 Reference Schedule Type 1 ___.Hours 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher AM % Released: 60 PM Annual Use: 0 kWh/Yr Dryer AM % Released: 10 PM Annual Use: 891 kWh/Yr - Lighting AM -- 0.16 % Released: 90 PM 0.16 Annual Use: 2408 kWh/Yr Miscellaneous AM % Released: 90 PM Annual Use: 3187 kWh/Yr Pool Pump Released: Annual Use: Range % Released: Annual Use: Refrigeration % Released: Annual Use: Well Pump % Released: Annual Use: AM 0 PM 0 kWh/Yr AM 100 PM 447 kWh/Yr AM 100 PM 775 kWh/Yr AM 0 PM 0 kWh/Yr 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.779 0.698 0.605 0.57 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.377 0.396 0.335 0.323 Peak Value: 0 Watts 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Peak Value: 200 Watts 0.15 0.16 - 0:18 0.23 0.45 0.4 - 0.26 0.19 0.16 0:12 0.11 017 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 _ Peak Value: 786 Watts 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Peak Value: 584 Watts 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 Peak Value: 0 Watts 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Peak Value: 165 Watts 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Peak Value: 0 Watts 12/7/2009 9:01 AM • • •• • • • • .• • • • • • • • • ••• • • • • • •• • • • • • •• ••• •• • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • -• • • •• •• • • ••• • • • • • • • • •• • ••• ••• *---• -- -• • • • • • • • • • • • • • • • •• EnergyGauge® / USRFSB v2.8 ••• • • • • • •_ • • • • • • • •• •• Page 4 of 4 System: AC #1 Location: Miami Shores.,_ Smith Resid. 11. Prepared by: ARPE Engineering, Inc. TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Floor Area Overall U -Value Vent Air I II NW./ 1' :1KYIL I: •17u TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow 55,381 BTU/hr 40,210 BTU/hr 38,209 BTU/hr 55.3 F 1,800 CFM 1,800 CFM 0 CFM 0 CFM 0 BTU/hr 2,216 sqft _ _ 0.165 BTU/hr /sqft/F 0.00 CFM/sqft 22,061 BTU/hr 0 BTU/hr 22,061 BTU/hr 0 CFM TABLE 3. INPUT DATA (WEATHER) 1 Location Miami Shores., Smith Redd. FL Data Source User Defined Latitude 25.8 Degree Elevation 7.0 ft Atmosnheric Clearness # 0.90 TABLE 4. INPUT (HVAC SYSTEM) FACTORS Coil Bypass 0.050 Safety (Sens) 0 % Safety (Latent) 0 % Heating Safety 0 % Time 1) July 17:00 2) July 16:00 3) August 16:00 4) August 17:00 5) June 17:00 Sensible Ton Total Ton 3.35 ••4.6,24• • 335 • 4.61 • 333 • •4.59 SYSTEM SIZING SUMMARY Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/VVb Apparatus Dewpolnt Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/Ton Cooling Heating Heating Floor Area Overall U -Value Vent Air Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter t)ry -Bath Time • • • • • 6) • ,tune 16:00 • Z► July 15:00 • 8)• August 15:00 332 • • 418' • • • • • • !)• June 15:00 330 458 10) July 18:00 •• • • • ••, ••• • .•.. • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •••__.• • • • • • • • • • • • • • • • • • • • •• •• ••• • • • ••• • • Block Load 3.05 December 07, 2009 Page: 1 July 17:00 90.1/77.1 F Sensible Ton 330 330 3.28 3.25 3.26 75.0/64.4 F 543/53.8 F 53.2 F 0.050 56.6 % 4.62 Ton 335 Ton 480.16 24.99 BTU/hr/sqft 9.96 BTU/hr /sqft 0.00 CFM/sqft 2,216 sqft 0.165 0.00 CFM/sqft 91.6 F 77.5 F 15.0 F 46.3 F System Name AC #1 THERMOSTAT S1;TPOINTS System Type Clg and Electric Ht Cooling (Occ.) 75.0 F System Start 6:00 Cooling (Unocc.) 80.0 F Duration 24 hrs Heating 70.0 F SIZING SPECIFICATIONS RETURN MR PLENUM No Supply 1,800 CFM FAN Ventilation 0.00 CFM/person Configuration Draw -Thra -- Exhaust 0.00 CFM Static Pressure 1.50 in. wg. Total Ton 4.57 456 4.51. 452 4.51 TABLE 5. TOP TEN COOLING COIL LOADS (\j\C System: AC #1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. SYSTEM SIZING SUMMARY Block Load 3.05 December.07, 2009 Page: 2 TABLE 6. ZONE SIZING DATA Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate Zone Name (BTU/hr) (CFM) Design Time (kW) Zonel.lstFloor. 17,281 800September 16:00 4.8 House 38,209 1,800 July 17:00 6.5 Total: 2,600 Total: .00 . . . .• • • • • • . . • • • • • • • .. ••• • • • • • • .. • • • •• • ••a-- - • _ --• _•- - -- - __ • • . -. •. • • • • • • • • • • • • . . . . . . . • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• _ • • _.__ • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • System: AC #1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. System Type System Start Duration SIZING SPECIHCATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety System Arrangement Total Zones Selected: Selected Zones: 1) House Clg and Electric Ht 6:00 24 hrs •• • • • • • • • • SYSTEM INPUT REPORT TABLE 1. HVAC SYSTEM DESCRIPTION 1,800 CFM 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % TABLE 2. SYSTEM ZONING INFORMATION All zones served by a common air handler 1 • • • • • • • • • • • • • • • • • • ••• •• • • • • • •• • • •••...•a • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • •_ • • •• • • '• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure _ Block Load 3.05 ____ December 07, 2009 Page: 1 75.0 F 80.0 F 70.0 F No Draw Thru _ 1.50 in. wg. 1 System: AC #1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilatlon Air Direct Exhaust Air Reheat Required Total Coil Load 4.65 Ton Floor Area 2,216 sqft Sensible Coil Load 3.43 Ton Overall U -Value - 0.221 BTU/hr/sqft/F SQFT/Pon 476.60 Vent Air 0.00 CFM/sqft Cooling 25.18 BTU/hr /sgft_ - Vent Air 0 00 r8 M/Percnn ('nnlinu 001 ('FM /craft TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow TABLE 3. INPUT DATA (WEATHER) Location Data Source Latitude Elevation Atmasnheric Clearness # TABLE 4. INPUT (HVAC SYSTEM) System Name AC#1 THERMOSTAT SETPOINTS System Type Clg and Electric Ht Cooling (Occ.) 75.0 F System Start 6:00 Cooling (Unocc.) 80.0 F Duration 24 hrs Heating 70.0 F SIZING SPECIFICATIONS _ RETURN AIR PLENUM No SuPPly 1,850 CFM FAN 0.00 CFM/person Configuration Draw -Thru 0.00 CFM Static Pressure 1.50 in. wg. Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Time 1) July 17:00 2) July 16:00 3) June 17:00 4) August 16:00 5) August 17:00 55,795 BTU/hr 41,195 BTU/hr 39,138 BTU/hr 55.4 F 1,850 CFM 1,850 CFM 0 CFM 0 CFM 0 BTU/hr 27,287 BTU/hr 0 BTU/hr 27,287 BTU/hr 0 CFM Miami Shores., Smith Resid. FL User Defined 25.8 Degree 7.0 ft 0.90 SYSTEM SIZING SUMMARY 0.050 0 % 0 % 0 % Sensible Ton Total Ton • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• r • • • • ':C • • • • c •• •• Load Occurs Outdoor Db/Wb Coll Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Heating Heating Floor Area Overall U -Value Vent Air Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter 1)rv.Rolh July 17:00 90.1/77.1 F 75.0/64.3 F 54.4/53.9 F 533 1? 0.050 56.1 % 1231 BTU/hr /sqft 0.00 CFM/sqft 2,216 sqft 0.221 0.00 CFM/sqft 91.6 F 77.5 F 15.0 F 463 F Block Load 3.05 August 21, 2009 Page: 1 TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton Total Ton • •3.48• • • • 46 June 5 • • • • 6) Ju 16:00 337 4.58 • 3 • • • • • • • • 7) July 15:00 335 4.56 • •339 • • • • 4.61 • • • • • 8) September 16:00 3.34 4.55 • • 3.3 • • • • • • • • 9) August 15:00 332 4.54 10) July 18:00 332 4.53 K, 47' ILVFETYM AUG 2 5 2009 jJ BY: System: AC#1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. TABLE 6. ZONE SIZING DATA Zone Name Zone 1.1 stFloor. House Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate (BTU/hr) (CFM) Design Time (kW) 17,281 800 September 16:00 4.8 39,138 1,850 July 17:00 8.0 Total: 2,650 Total: .00 •• ••• • • • • • •• • • . • • • •• ••• •• • • • •• •• • • ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• • • • • ••• • • SYSTEM SIZING SUMMARY Block Load 3.05 August 21, 2009 Page: 2 System: AC#1 Location: Miami Shores., Smith Resid. FL Prepared by: ARPE Engineering, Inc. TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS _Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) House •• ••• • • • • • •• • • • • • • •• ••• •• • • ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• SYSTEM INPUT REPORT 1,850 CFM 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % • • •• • • • •• • • • •• • • • • • • • ••• • • • • • • • • • • -• • •• •• • ••• • • THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure Block Load 3.05 August 21, 2009 Page: 1 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in. wg. Smith Residence - Door and Window Calculations ASCE 7 -05, V =146 MPH, Exposure C ) Formulas: +GCp: 1.18 - 0.177 x (Window area) -GCp Zone 4: -1.28 + 0.177 x (Window area -GCp Zone 5: -1.75 + 0.353 x (Window area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x ( -GCp - 0.18) Doors Windows Mark(plan) Width Height Win. Area Zone 101 102 103 104 • .•2; 7 7 7 101 2 5.25 103 2 5.25 104 3.08 5.25 105 2 6.25 106 2 6.25 107 108 109 5.25 .•• .625• • • • • • • • • • ••. .•. • 6.25 • 4 . 25• .: •••. .•• • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 21 4 0.945967 5 0.945967 42 4 0.892685 5 0.892685 42 4 0.892685 5 0.892685 42 4 0.892685 5 0.892685 10.5 4 0.999249 5 0.999249 10.5 4 0.999249 5 0.999249 10:5 4 0.999249 5 0.999249 16.17 4 0.966058 5 0.966058 12.5 4 0.985847 5 0.985847 12.5 4 0.985847 5 0.985847 4 0.985847 5 0.985847 4 0.985847 5 0.985847 4 0.985847 ••• ••• 5 0.985847 ' 1 2.5• • • 2g : • • • ••• • • • • • • • • • • • • • • • •• •• ••• • • Project pressures associates Victor J. Bruce AR- 0017103 +GCp -GCp +PSF -PSF -1.04597 - 1.28326 -0.99268 - 1.17699 -0.99268 - 1.17699 - 0.99268 - 1.17699 -1.09925 - 1.38952 - 1.09925 - 1.38952 - 1.09925 - 1.38952 - 1.06606 - 1.32333 - 1.08585 - 1.36279 -1.08585 - 1.36279 - 1.08585 - 1.36279 - 1.08585 - 1.36279 - 1.08585 - 1.36279 5 , 49 47 47 47 47 51 51 51 51 y � 51 . 50 50 ,E 51 51 51 -64 -51 -59 -51 -59 - 68 -56 -68 -56 -54 - 66 - 55 - 67 - 67 110 2 6.25 12.5 4 0.985847 - 1.08585 5 0.985847 - 1.36279 111 2.21 3.19 7.0499 4 1.029872 - 1.12987 5 1.029872 - 1.45059 112 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 113 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 114 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 115 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 116 3.08 5.25 16.17 4 0.966058 -1.06606 5 0.966058 - 1.32333 117 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 118 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 119 2.21 3.19 7.0499 4 1.029872 - 1.12987 5 1.029872 - 1.45059 120 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 121 3.08 5.25 16.17 4 0.966058 - 1.06606 5 0.966058 - 1.32333 122 2 5.25 10.5 4 0.999249 -1.09925 5 0.999249 - 1.38952 123, 2 5.25 10.5 4 0.999249 - 1.09925 5 0.999249 - 1.38952 124 2 5.25 10.5 4 0.999249 - 1.09925 5 0.999249 - 1.38952 51 -55 51 53 -57 50 -66 50 -54 50 -54 50 -66 50 -54 -66 -54 50 -66 50 -54 0 X66 50 -54 50 -66 53 -71 50 -66 50 -4 50 -66 51 -68 51 -68 '51 -56 51 -68 51 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33" Place Hialeah, FL 33012 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. DESCRIPTION: Series 2000 Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. SH08 -01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", sheets 1 through 6 of 6, dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. rirr ?y •::... . ..1 i APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildinecode NOA No. 08-0219.03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 • Page 1 1%t NO EXCEPTIONS TAKEN rl REJECTED ❑ NOTE COMMENTS n RE- SUBMIT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Makings or comments shall not be construed as relieving the C9HTC' CT"R from compliance with the project plans and speci- ticali n -, n r departures the'efrnm. The CONTRfCTOR remains resp ' o far details ant ac.wacy, for c , nii-ming ani correla ing a" .: �; es, I cons i •ns and dimensions, for se •ecting fabri- c �•n a e� ec ® t ae: cmbly and consbucti. , and to pe:for ;n vork in annera Date 10 q 0 Sunshine Windows ManufacturinE, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 - 01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 01/25/08, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. E -1 Manuel Pe Product Control E NOA No. 08-02 .03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 DESIGN PRESSURE CHART •PSF SERIES- 2809 AWMTENUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW ANCHOR DEIGN DIMENSION SCHEMA PRFSSURE.PSF WIDTH HEIGHT PER HUD AND sax PER JAMB '1 -il 19 //B 3 90.0 90.0 26 1/2 3 90.0 90.0 37* 4 90.0 90.0 53 1/8' 6 75.0 75.0 19 1/8° 3 90.0 90.0 26 2° 38 3/8" 4 90.0 90.0 sr 4 90.0 90.0 53 1/8° 6 75.0 75.0 19 1/5` 3 90.0 90.0 28 1/2° 3 6 90.0 90.0 37" 50 5/8° 4 90.0 90.0 53 1/8° 6 75.0 78.0 19 1/8` 3 75.0 75.0 28 1/2' 3 75.0 75.0 s " 4 7 75.0 75.0 53 1/8' 6 75.0 75.0 19 1/8 3 75.0 75.0 26 1/2' 3 8 75.0 75.0 37 74 1/4 4 75.0 75.0 53 1/8° 6 75.0 75.0 8 z HEAD ANCHORS SEE CHART 4 ", 10 "MAX. TIPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (S MAY BE USED D GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FiL -5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL. OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAIVII• DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUDIED IMPACT RESISTANT WINDOW A-, 02 -08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 �,, RF soft goft 1/2.01• RMttmn Rams 0 NO. SH08 -01 SHEET 1 OF 6 2 1/2' MIN. 2 1/2" MIN. GLAZING DETAIL DETAIL Al ATTACHMENT TO MASONRY 0.090" DUPONT BUTADITE PVB TYPICAL ANCHORS 1/4" TAPOONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FRS MAK. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL HEAD SECTIONS TYPICAL ANCHORS DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) IMPACT RESISTANT WINDOW DETAIL A2 ATTACHMENT TO WOOD xAproced ee tu"btng e06 Y TYPICAL ANCHORS 1/4° US 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER SHEET 1 A . 02 -OS FRANCISCO HERNANDEZ FLORIDA PE # 81393 , RF Data g p * , Rewatkac D✓Zi ND. SH08 -04 SHEET 2 OF 6 TYPICAL ANCHORS DETAIL C3 ATTACHMENT TO WOOD TYPICAL ANCHORS 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL CI ATTACHMENT TO PRECAST SILL 2' BY WOOD BUCK 1/4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) TYPICAL ANCHORS DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL. OR ALUMINUM 1/8' MIN. THICKNESS) TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW ° F a 2 1/2" MIN. 2 1/2" MIN. DETAIL C2 ATTACHMENT TO MASONRY 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPAC1ND AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) MICA/ ANCHORS 3/4' MAX. NON — SHRINK GROUT OR 1' BY woOD BILK 1/4' 1APCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF (1) FRANCISCO HERNANDEZ FLORIDA PE # 51383 Sunshine Windows Manufacturing, Inc. 1745 1 R 331122 (305)304 -9952 F (305$28 -8118 G7 a, 6 RF Oetn seater 1 -1 Revision 999509 N0. SH08 -05 SHEET 3 OF 6 DETAIL DI ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4° TAPWNS 1 1/4° MIN. EMBEDMENT INTO MAS0NR1' THROUGH 1 BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D2 ATTACHMENT TO WOOD ATTACHMENT TO MULLIONDETAIL TYPICAL JAMB SECTIONS 1/4° SMS 1 1/T° MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) IMPACT RESISTANT WINDOW MCA/ ANCHORS DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1 /3 MIN, 1HICKNESSS) Approval sas eces „•; 1 /4 SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) 4., off_ C8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Manufacturing, Inc. 1746 6L .13 d P1g Miele , Hewitt 37611 Phi C105)3&4-9982 Fax(305)826. -8118 �RF Dom SaWN 1a.1 Rem Re NIteu DRMO NO. SH08 -06 SHEET 4 OF 6 VERTICAL SECTION (SEE OETMS 01, 02 N40 03 ON SHEET 4 OF 8) HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW 4. DZ.0$ FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Ma n foctwin9, inc. 1745 3M2 PM (305)384.9082 Fina(308)828 -8118 C RF Oats wale: Rel4tlaa omen Ho. SHOE -02 SHEET 5 OF 6 1.71 . - . 2062 — 0080 0.812 DFSCIIIM1N 0.812 1- 2 9 23 i :.. ' 17 j -, 1.26 0 4f � OJBS 0.750 GLAZING BEAT SWW -101 6063 -78 SW -0144 8083 -15 1 MEETING 15 6083_T5 2. 27 9.1182 2.314 2 2.000 0.937 " ! 0.0801. ' ' 1 r ASH/ 1.926 - 2 0.090 0.812 I- -OPP RAIL 8083 -10 2078 ---j MAME 101 8083 -75 ._ 2.378 SW -011 60083 -18 2760 SASH 8 0 I-- RAIL 1592 1.060 �-- SASH SIDE RAIL 8083.% 0.1870 1324 0. 19 SASH 9017014 RAIL PTAs KOCETAL K300 SW -43383 1.000 ATOM 117815 PART' MD. DFSCIIIM1N MAMMAL 1 SW-014 1 FRAME HERD 6063 -7S 2 SW52101 1 FRAME SILL 8063 -75 3 SW -011 2 FRAME JAMB 6063 -75 4 SW40111 1 MEETING RAIL 8063 -75 5 SW -017 1 SASH TOP RAIL 8083 -T5 8 SW43358 1 SASH BOTTOM RAIL 8063 -13 7 6W82028 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAN. 8083 -75 9 SW-AS AS REG ASSEMBLY SCREWS trt 8X1° PH PI6WP ORS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 9V43353 2/VENT LATCH BOTTOM RAIL PLASIIC 12 SI1820 AS RQD SEAL PILE FELT 13 SW3257 AS RGD 9/FATHER STRIP BULB VINYL 14 - AS ROO SILICONE DC -899 /CE -1200 15 SWW1OI AS ROD GLAZING BEAD 6063 -T8 16 SW840 2 SPIRAL. BAU ALUMINUM 17 SW -687 2/VENT LATCH EC 18 Sk3082 As ROD WEATHER STRIP BULB VINYL IMPACT RESISTANT WINDOW MATERIAL LIST A-_ o2 - FLORIDA � �e # 51393 aom S„ RF Was ' g 1 /r°1 . RwNdam MAIM N0. SH08 -03 SHEET 6 OF 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.m iam idade.lov/buildingcode NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w/wo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. 5 -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 1216.09 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. (q1.Sc' NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Page 1 to w l-tu, 1'sD Gz)An^1f 1 ? 7 1°23c Jeld -Wen, Inc. fOR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) E -1 Jaime D. Galion, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Jeld -Wen, Inc. (OM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638-03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame", prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02 1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS .19906660-001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to field -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites tip to 8'4 x 6'8 Outswing ", approved .on 01/30/2003 and expiring on 08/15/2007. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Mimi PRESSURE RAOAG rlfERE ORR ITRA1 RE08ROmfr IS DEEM W67 113E MIOH SURFACE Sass 811H our 2150(E 601.15 SUE MAO SOBFIES 04 04. X0 0X1) +85 psi -an psi +50 ,o4 -50 psi 00160E w/M0 Sigma * or( Kro WO N/A OD pd -50 psf 0 nn: OHM Es nr ✓. ze s, n , r tit, T 1f IT fi ;!_I [ MMIMINIII D mos MEM IMMO L..i L,,.. <1.[21 i . z flii. ; rtil 749' MU OA MITE MOTH -- .125 36' MAX OA PANEB. MOTH 38.623' 41(X. 0A PANEL MR M/ASTRAGAL -04: • S h!I 12.1 7:�G... ;PJI 0 21.125' 41(5 0A 0.1.0. MOTH COE t 1 85E 12 -13-01 fiONn] NTS as MI Rig ttN N07E8 1. MIS ell/ 5 & DESIGNED TO CattPLY MRH DE 2004 FLORIDA 614.1!)510 COLE 2. 2X MOOD BUCKS BY ODERS, MUST AE ANCHORED PROPER-1' 10 T 1145758 LOADS 10 DE STRI2:TIOE 1 ROO ANCHORS SHAH. I AS USED AND SPAM PER ANDER LOCATION DRAMS ANCHOR 08tEENENT 10 ME IM IE 4L SHNL 82 BEYOND MALL DRESSES OR STUCCO. 4. SEE 17EE 1 ON DOS WET FOR Dot PEE RUNGS 5, DNS PRODUCT ices THE M UER REDUTREUEN1S FOR 7lVH7 DYES. SEE 111E DESIE4 PRESSURE MET 85IDi 6. DOORS AND SEEMS REWIRE ADA4I -AWE APPROVED 14PACT INSTANT 548171580. 7. MENTES ARE AN OPTION AND CAN SE USED 84 A 504.4..E 0R 00081E & A LOW d1RAT6 4 DICREASE W ALLOMAEEE STRESS 81 USED 68 ECM OF ANCHORS 600 WOOD ONLY. L66f fizacents 24 go. ea mnwalal gustily (0.027) A !x r Asia 820 with arrow minimum yield *8ngt P1(85.) m 47475 Pat t Founded polordyree with 1.0 to 1.25 8.Jcf density, by • The mike and Macao panels are constructed ham 2406 (0.020' mil) galvanized deer The face sheet taps and bottoms ace bent SE ow the top and bottom rte. The top rail consists of LIR measuring 1.8r x 1.0' high. Than bottom mil 18 raped formed 0.021' galvanized steel measuring 7.87' xi* x 4.21' r/ 0 1.845' x 3' long x 1 1831' puce of pressed fiber board in the comers of the steel bottom rhkh ra batted to the side stiles 8 secured w/ (1) 0.7 x Y who stopte at each curer, The sites of the face sheet are roil fennel onto the L10. latch stile and Ponderosa P1ae bMge stile which measure 4.87' x 1.0' The Interior early is 1TEed sat polystyrene. The foes sheets ace glued to the pc sane. The panels are mated to remise the O1L d< TrIntly Lite Frames. The O homes are set glazed on the 1tedm. The unite are glazed r/ 0.125' tempered glass. Pied Welk Panel 5 Me sash In constructed from 2404. (0020' mks.) galvanized dean The edges of 8ro foes sherd are bent 80' aver the n pap core and gked to 8. The parrots me routed to recent 1 00. R Trh6y Fite Fronts, the De frames as rot glazed en the Interim and exterior. The units ace glazed w/ 0.125• tempests! gift. a The frames are oenatracted Freer Ponderosa Pine )ands meannirg 1.25' .4* x 4903' deep. Dm head Jambs are mortised and buf Pod to the aide Ands and attached w51T (3) 1606 2' x 7/16' moan wire duple. The emits use an aluminum bump face Pennko threshold measuring 4. 041' deep x 1' high. The threshold is attached to the hors with (3) 1808. 2' x 7/18' moon wire staples. 975 150 T 3735' TUX OA FAME MO1H .815' Tf2. -- SAX OA mita MODI .628 .811' 80' USX 04. PAtta 11Enff 8125' AWL 0A FOE IIr TASTE 1: 81125' AWL 0A 010. NECHT 83. 25' aNr. OA 0.1.0. HEIGHT 81.25' 414.4. 04. ERNE =NT SOW OHMIC UMT (%) V&1YFD 7ROV 7NTFAl4 80' iNX OA PAAfff. 11817 81.25' 410L OA 1RNff HEIVIF .83' .75' TYP. 80 41441 OA PANE HFl0l1 107' AWL OA FRAME MOTH .125' 38925' USX. 011. 804 IMP. PANEL 16911 36' KX OA WOMEN. PAhl1 DIM tbilt 131 Eria 1Ia14a P. E. Mann t 8taaaa.. ! 1 32235 temE 0e11824 . kiss VD. 120313 15.5' IIAX 0A. 58111E FRAME VERN 14' AWL 04. PAAIEI. MIN r USX 04. 010. MO711 6' MAX OA D10. MOOT 61 25' MAX. 0A 010. 1O9041T F O1R28485 UNIT W ERROR 40X0) 13.5 a4X OA 51.0E FRAME 810TH 14 1WL 04. PANEL MORN 83. 25' 14.41 04. 010. 11017 polar own= (NIT 8/ m1rrRFS oxxoZ Prepared Op PTA LW Mom 321 -690 -4788 For 321- 690 -1788 PRODUCT REVISED ®aomptyfmg with the Maids Building cod; Ammons* No 0 Hand Division 1a IR 2-2105 m _L ori 2 1.50" MIN. 0.25" Eta MAX. SHIM DETAIL ON SHEET 5 SEE NOTE 2 ON SKT. 4 81.25" MAX. OA FRAME HEIGHT SEE NOTE 2 ON SHT. 4 1.25 EMIL SEE NOTE 9 ON SHT. 4 FOR OF7KMIAL 1/2 "de 1" W. SEE SHEET 17 CONCRETE/ MASONRY 81' OTHERS td1C.., 9. 75" MIN. PANEL MK. 0 0 MOSE 2.5 MIN. EDGE DIST. LA.VEtrIC_CAL CROSS SECTION 0.125" MIN. GLASS THK. 80.0" MAX O.A. PANEL HEIGHT 0.625 CONCRETE/ MASONRY 81' OTHERS 1.50' MIN. 0.25* EMS. MAX SHIM gitiMattl ; 512. twIl Wel I I I I I "Mg I (W4 • Irj ON SHEET 5 EE DETAIL SEE NOTE 6 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 1.00" MIN. EMS. SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON %4T. 4 SEE DETAIL 5 ON SHEET 5 1.7r MIN. PANEL THK. 0.125" MIN. GLASS THK. 81.25" mix FOR OPTIONAL O.A. 1/2" & 1" LG. FRAME SEE SHEET #7 HEIGHT CONCRETE/ AMSONRY SY OTHERS .75 .5" M MIN. EDGE DIST. !1‘ VERTICAL CROSS SECTION \g/ AT SIM.a ITE SASH SEE NOTE .3 ON SHT. 4 SEE NOTE .3 ON 5 . 4 8O.O MAX. O.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS Er.] CIT.C3 .1 . .:. gem ff7,77 .71172.7 1181111E:=3 il 11[11L7.171.77 ..I T.. 1011M A 11MIIIMINIIIMIlv_W 11111 rn7'..MIIIIIIMMAINIMMINIII1111.11.1111111. =IMAM, I 1111nT411. . IZ • 10111W1 1 , 1 1' ITN MiiiI411E:txrir3ff:TAIN661M11.1 . 1. 1 .A111 irair NT-31 11/7 111 11 731 PA .fDlrf-s:11.ET,T MOMS MEM 111 111111 WT. /2121101 - - 7 '...s:Cfc..WitALL&L'..LAM11111•1=11■1111111E11 • filriigXEYS4 IF:1,1vxwoduaci:or -aurrrisA4 wariarincTiworri liairinrou77.-a..,soismorsmu W1I %::f4?2EL4 E' Ear E311 •.11 • 1E4 ElLIC=4":217: • F- INUIT 1.X11/ TOM. I. I .110 . 111Fir - 111L4 • War 17 0•111■11111M■11111 1E117 1 1 IiI e.A; A 11LAPirThill=irIVIIMIMI1/1 IrEill.1.41A1..;8P. 1:1 W000 ffl110/1410'41,Jitz ;:rucv.;•.:.47;17)11111111111.11111111.11111111 KUM I ittil2: ''a,;ZY r7111A1-13.12 Lra . .tAtkaz22. , sciaLo_zigam ir771 Lai rica-Y•AuLdwilr 111BI xzwa« alitl?'-'avtimun.zw th41111111■1•1■1111111•972_ LidiMini.31(...glZ0111111=111•111111111111 1111=- WTI ,f1LIPairAILlidEM 1111111, Val ..1"1111111rTiTAIIIII rirlirrEIVETAE71. 11111111 IF711,./).1kL iricnstie.vrIEWK, 11WifiA1111 WIN, (a) Erie a Nilisin • Rtaido P. L No. 41323 Pck LLD 1432ar elle.. , fteiE 13& R0444 PPE 0,11244P 4/34.4.43,4 IA 232111 Prepared By: 411"" alf PIC, LLC Phone: .321-690-1788 Fax 321-690-1789 MODUErlidNISED F•.• cnmptyin wall the Find& huildfag Orle Asceptaane No - Doc 411167 • 0! It MGM /40.: 5-2105 ow 2 _ or l. SEE NOTE 2 rA ON SHT. 4 FOR OPTIONAL 1/2' a 1' LG. SEE SLOT h 1.75° 110L PANEL THK SEE NOTE 4 ON SHE 4 SEE NOTE 1 ON SH1 4 WATIMPERIALASTRAGAL SS SECTfON- FOR OPTIONAL � T#7 P 0.125 MN GIASS MK SEE NOTE 2 ON SW. 4 SEE MOTE 1 014 SHE 4 tOuta Die S. Nialloo Florida P. E1323 Pre, WC 1533 Cowell MaiN, Saila C25 IIIIC anted. al ammonia la idal6 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 031 Di4 x 9.0" LG. AT TOP * BOTTOM NAME DOM BM in HORIZONTAL CROSS SECTION SURFACE BOLT MOUNTING PmPared Br Phone 321-690-1188 Fog 32t- 890 -1789 PRODUCT REVISED as complying with the Florida Bedding Coda axepta NO - O_ _ . 0 Dora 4 i t 1L l hi: tors 12 -13-01 32.430 olio. e» WLN uac ea RW MIDIS NO4 S -2105 our OF _@,. COOS CO 0 0 EP CD omazoe i I A SEE NOTE 2 ON SKr. 4 0 SEE NOTE 3 GY SHT. SEE NOTE 4 ON SHE 4 FOR OPTIONAL 1/2 1 ° LG SEE SHEET p SEE NOTE 8 ON SR 4 0.75 ON SHEET 5 5 1 SEE NOTE 5 ON SHT. 4 0 g m > . FOR, 0 AL * - 4 , N - ITV ILJ 1. SPACING FOR OM 126 THE 110 x r PFH MEWS ATTACHING THE IMPERIAL ASTRAGAL TO THE NONE 0008 6 AS FOLLOWS: FROM THE TOP DS R0TT04 UP- 1 0' 2.5", 4.0. 5.5", 13.0', 18.0' & 28.0 2 . S P A C I N G F O R ITEM 12 3 T H E / 8 x 1 1/2' PIA EW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. FOR BQTH DOOR & SIDELRE PAM 3.0"/N FROM EACH COMER ONE N CENTER. NN TT#' SOES VERTICALLY. FOR 80111 DOOR & SIDEUTE PAM 3.0', 13.0; 26.0', .39.0", 52.0 ; & 63.0'. 3. SPACING FOR 11214 131. THE 1614. x 3/4 BRAD TM NAL ATTACHING THE 3/8' QUARTER ROUND TO THE SIDEL TE & 111711 151 THE 1614 x 1' BRAD TRIM NAIL ATTACI6MT THE MIHLON CAP TO THE MASON 1S AS FOU.OWS: TOP & BOTTOM HORIZONTALLY (FOR 3/8' QUARTER ROUND). 1.25' N FROM EACH CORNER 1101 (1) NAM. Mf0 -SPAN. 14 111E SIDES VERTICALLY: 1.25' FROM EACH END & SLY MORE EQUALLY SPACED ON THE FIELD. 4. W91FJ4 ATTACHING THE STRKE PLATE TO THE JA14B AND BUCK USE REM 125, A /8 x 2 1/2' PFH WOOD SCREW. MIEN AT7(C!1G THE MIKE PLATE TO THE JAMB NAT STOEUTE JAMB AT THE SUWON USE ITEM /24, A /8 x 2 PFH WOOD SM. 5. SPACING FOR REM /25 THE /8 x 2 1/2' PFH WOOD MRS ATTACHNG THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE S1DE11E PANEL S SECURED INTO THE SMITE JAMB 16/ REM /29 SILICONE CAULK ON THREE SIDES RIO 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRI2 NAILS x 3/4' LONG. 7. WEN ATTACHNG THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PRI SCREW WHEN ATTACHING THE HINGE 10 111E JAMB AND SOEUTE JAMB AT THE MULLIOM USE REM 114. A /10 x 1 3/4' P 74 WOOD SCREW. 8. SPACING FOR ITEM 149 TIE 16 x 1 1/2' PNNHEAD SCREW (TRINITY UTIDRAME) IS AS FOLLOWS: (aOR L! aME 113011 11421011 DO1N YEPITC7 iY: 3.25' 10625' 18.0625', 25.4375', 32.8125', 40.1875", 47.625 55.0' & 62.375 ". 7Q 0TEFRAME 10P & 8011014. FROM RIGHT TO I FFT: 3.25', 11.875" & 20.375° s10EW2 L1721AauE Tiff Tim OOwN • VERTICAL Y: 3.25'. 18.0825: 32.8125 47.5825 & 62.625'. palm UTEFRAME TOP & BOTTOM. FROM THE LEFT, (1) AT 4.4375'. 9. ALTEINNAIE CONCRETE /MASONRY INSTALAITON ANCHORS OF EDOWALENT PERFORMANCE CHARACTERISTICS 0414 02 USED UPON APPROVAL OF THE ARCHDECT OR 2140(142211 OF RECORD FOR THE PROJECT OF NSTAL4IION. 10. USE ITEM 151 WM INSTALLING INTO WOOD SUBSTRATE AT HE) & JAMBS. USE REM 125 WHEN INSTALLING INTO MUWONS. USE ITEM 1 16 461EN INSTAUJ.4G INTO CONCRETE/MASONRY SUBSTRATE AT SIDEIJTE SILLS. EXTERIOR 0125 MN. GLASS TNK INTERIOR P0R OPTIONAL ! /2" & 1' 1.G. SEE SHEET /7 © SEE NOTE 2 ON SIT. 4 1.75' MON. PANEL nix SEE NOTE 5 ON SIT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS CON AT SIDEI.MTE TO HINGE J; SEE NOTE 3 ON SHT. 4 OO Q© seem (Dow SEE NONE ON SHE. 4 SEE NOTE 8 ON SHE 4 SEE DETAL 5 ON SHEET 5 0.25' MAIL Sfild 0.75 0.125' MIN. GLASS TIM { 11 Whin Eric Maim Florido P. elm LLO 1633 Cornea Wod. Sults C25 FiaWe save amour of wmonm n, Dom FOR OPTIONAL 1/2' & 1' LG. SEE SHEET p EXTERIOR INTERIOR HORIZONTAL{, CROSS SECTION AT S1 ELITE TO SUCK SEE NOTE 2 014 5HT. 4 5E2 NQTE 6 ON SHT. 4 FOR OPTIONAL 1/2'& 1'1.0.- sEE SHEET 1 Prepared 8i: PTC, LLD Thong 321 -690 -1788 Fax 321 -90 -1789 PRODUCT REVISED co Building complying the Florida A 0 Gm 12 -13-01 N.T.$ IW WLN 124C. EM DRUMM 1104 S -2105 SOW OF — 8' TYP. 81.25' VAX Da FRU E HEW 5 spAcEs A 13.85° 6' 74.5' MAIL 0.4. FRAME WIN SEE DETAIL CHI HS SHE / 1 5.5' i 1 r Tyr. 3' TAP. SEE OEMI. 7 ON SHE 6 — 4fENED .. MWERIOQ 31' 1 �) r lYr /2125' TAP. SEE DETAIL 2 ON THIS SHE SEE DETAIL 6 f ON SHL 6 7.375' ,. 31' 70.25' MAX. OA. FRAME WIDTH SEE DETAIL 3 _ f ON DOS SHE DMA t OUNTEI It FOR INSTAIJA'DON ANCHORS • •r•• SEE DETAIL 4 ON THIS SHT. SINGLE WnH NE ES ANCtalf LQ<i11 �rTyr. rTrP lo/5 PIMd P. &1323 PTC 11.5 PRO Cogamil Sind. Stlie 025 ME OM** 4 rogue q0. me PRODUCT REVISED es complying will' the Florida Building Code aaxpu . Dam Pledegt COMA SEE DETAIL 8 ON SIC 6 Prelzma PZ UD Phew 321 -690 -1788 F. 321-60-1789 Eta& 12 -13-01 SCALE N.T.S. a33. ea RN aoc en RW 0501252 NAT S -2/05 SHIM _$ a►A_ 81.25' MAX OA. FRAME HEIGHT 5 SPACES 0 13.85' • 4.5' 7?.-- 3' 1YP ..___L 8' IYR 3' 7YP. -I 1-- I 1 3' 1YP - -I 107' MA OA. FRAME WIDTH 9" 1YP 6' 1YP. 3' 1TP. 111 3' TYP -.{ 7' M+.- -i SEE NOTE 7 ON SHEET 4 111 SEE DETAIL 1 ON SHEET 5 11.125' 1WP 11 C 44 41I 1 DETAIL 2 ON SHEET 5 00E QMSILIMILE11.1WEIMACIALLQ21126 WEWED 7606 INTE18014 8 TYP. .3' TYP. 3' 11P. 7' TYP. STRIKE MATES TO ASIRAGAL SEE DETAIL 6 T ON L , L 7.375' _ 8' DP. 5 SPACES 0 13.85' MELO STRIFE RATES TO dA118 81.25' MAX OA - RAVE . lECHT 55 I I SEE OETAL 3 __2 ON SHEET 5 8" 1YR 8 SPACES 0 11.54' SEE DETAIL ON THIS (-.8 SW. 1 3&825' ' r 7YP TYP1 likommasii SEE NOTE 4 ON SHEET 4 TYP. 1 1 WOOED FROM INTER 4 L0 Ilc10'1 Me S. Alotsou Fladd7 P. q 41323 M = ma DLO* aAottonmto Rondo XtOSS L, SEE NAIL 8 7.375" , / ON TIES SHE .31' 31' SEE DETAIL 4 ON SHEET 5 SINGLE DOOR MOUT WARES ANCHOR L0O41065 Prepared Ely: Phew � 880 -1788 Far 321 -885-1789 PRODUCT REVISED as complying Building Coda Acceptance No .• Product Control DaEl 12 -13-01 SCALD N.T.S. oon. er: WLF1 04c. en RW MOM Md: S-2105 D'Egt .1— OF GA?0LLDETAL_ IS UTE FRAME SINGLE PANE 1/8' TEMPERED G1A5S W/ 1/2' ILA BASS BILE SPARlECH POLYCQM PP 5530 C13 v-:" GlAZ1NG DETAIL TRIWIY LIE FRAME 1' INSULATED TEMPERED GLASS W/ 1/2' MIN. GLASS BITE LlWoY EU -5007 0.125" TEMP. MASS 0.125' TEMP. GLASS ® GLA29G D X Olt< 1 E 1' 1G.U. W/ 1/8' TEMPERED GIASS W/ 1/2' MIN. MASS BITE SPARTECN POLYGON PP 5530 C13 ® 01471NG OFTAB TRW t1TF FRAME 1/2 INSULATED TEMPS GLASS W/ 1/2' 1M01. GLASS BITE LUPOY EU -5007 0.125' 1EMP. GLASS 0.124' TEMP. PASS len Rondo . C. En 41323 1535 Cosanti Sago C25 geoltedna Rondo 32955 111E c1tinoas ar aaaemam 935 25935 Prepared Br I 'liP a r i PM= 321 -ND -1788 Fax 321 - 880 -1789 FRODUCr REVISED as complying with the Florida Building Code AeccytanoaNf Expiration eiR 1 o 23 ti t in UM 12 -13-01 Sty N.T.S. ovxs.5m WLN ca. en RW 1504 S-2105 gas Er 125' ri Lar 25 . 1.67' 121' r //07 axiom RAft 6,) rouattartsa V.7./24f2A (020" STEEL 0.58" 4.041' 1 6AOLZMILEEMPEgfatekap 0.051' INK. WALL ALMON 1 --- -'I 1.75' r L_ 1 -4 LOr I--- 0 60 0.62' 1,00' ASTRAGAL HAS TWO .312' 014. x 9' LONG BMA 1 ON TOP, 1 Chg BOTTOM 21. 1.00' 1 0.38 1 " 0.14' ®021ESS SO4LE00. 0-LON OM 650 1.25' 0 0 12' 61)911BOLERNEAM V.:/(9.1PERIAL 0.125' STEEL) d 04. ES 971H / C) 1111621"LagfI LW. I — 1.67' it 1.00 1 1- 0.251. ' 1 1■7 1- 0.831- tmeNw v...414w , 7 1 ----- 7 (0 a-mzeutox 62 Vfl SME-MBLIEL M r 10' LONG r- 0.513' 113. . (0.25' DX STEEL) -1 1.0 13' I— r - 1.71' _L 0.375' 0.375" (;)4/1r_IUMEHJITUM K $2211E.222 PRE 2.17' 1.73' 0 0 1.5626' O DOOR LATCH DEAD BOLT STRIKE PLATE 125' uuiiL I— 1.75' —1 24375' ()IX 1' LITE RAW r-1- 0.75' r 2125' L 8 O 9 � (0.50' THIC. 0 arigr 4.000' (;) HBOLSEELIAMia 4' x 4' x .097' Th7l. SEEL Bef Fleftdo P. E. Pc. 41323 toess Sato CM 16241.*" florlda 320138 faMt OMR:ft y0 /////z/; 17 vitt 1.59" 7.75. 262' O 001 .125' LIIE EIMME 0 . 75 ' M" L 911T S1090 0 OV(S .125' ) 0 0 0 0 0 0 -11-- 0.125' Prepared IPA B 41116, PIC. ILC Phone MI-690-M Far 521-880-1789 PRODUCT REVISED Acceptance No 0 Buildths Cade as t113 F1Drjd • . 1 h SOM. 12-13-01 N.T.S. Bl: WIN Q rt a* RN ORONO NO.: S-2105 1203 _L *FA- W08/21/2009 09:27 3056692165 eck cP r "Appws,t ps6.441 J ae.esit. .o t4 trvielcor awry x 1,&" L k1= sox 1. - (46. l '/(a.)(1 %? 364 (i i 4 t) PISTORINO ALAM 0 . 41 4' p, s i rs , n 4. 1'" Go tqf 6/.11 Co !Tr. : 1 ,;. • t N4 t ( 0 , tc! 4 w 1. /s t o"e ey •Dt' fi t_ , ti 4 v t "ra a�a � ipezru , 0„IX LA-CA NICif • 066.1 = .7.+4.1" 3 S6›r4.14 PAGE 02/03 t"t - 1 - S/ 116 08/21/2009 09:27 3056692165 PISTORINO ALAN A5rrurt L. r by AT= tie) ix b 4, 3 b11 0 44(44 %L , '3 x10 0 FR : eel •••••11 >e 1.4:Z› /, c o 3, =, 4 • 41 ( ) 1 '1- CO ?NI, + C e b SPa PAGE 0 @3 Lk Q ( 3 )Zx.G 4 ) 3 • • 3 1, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Winnows** Description a. U- Factor: Sgl, default SHGC: Clear, default b. U- Factor. N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Crawlspace b. Slab -On -Grade Edge Insulation c. N/A uilder Signe ur dress of New Home: ENERGY PERFORMANCE LEVEL (EP DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85� The lower the EnergyPerformance Index, the more efficient the home. 253 NE 101st Street, Miami Shores, FL, 33138 -0000 New (From Plans) Single- family 1 3 No 2216 Area 352.53 ft ft ft ft ft Insulation Area R =0.0 1620.00 ft R =4.0 596.00 ft R= ft i I certify that this home has complied with thq Florida Energy Efficiency Code for Building Construction throu h the above energy saving features which will be installed (or exceeded) in this home bef• e final inspection. Otherwlse, a new EPL Display_Card will be completed based on install: d Code compliant features. Date: EnergyGauge® USA - FlaRes2008 9. Wall Types a. Concrete Block - Int Insul, Exterior b. WA c. WA d. N/A 10. Ceiling Types a. Under Attic (Vented) ,_ b. Cathedral/Single Assembly (Vented) c. N/A 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits City /FL Zip: *Note: The home's estimated Energy Performance Index is only available through the Energ computer program. This is not a Building Energy Rating. If your Index is below f may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy GaJ (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a lis'tc Raters. For information about Florida's Energy Efficiency Code for Building Construction, co Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1' of the Florida Building Code, Residential, if not DEFAULT. OCT 0 5 2009 BY -- ooeo°oo Insulation Area R =7.0 1704.00 ft R= ft R= ft R= ft Insulation Area R=30.0 1620.00 ft R=30.0 596.00 ft R= ft Cap: 56.0 kBtu/hr SEER: 15.1 Cap: 23.9 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.99 Pstat Project Name: Smith Residence Renovation Builder Name: Street: 253 NE 101st Street Permit Office: City, State, Zip: Miami Shores , FL , 33138 -0000 Permit Number: Owner: Mr Smith Jurisdiction: Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft 2216 7. Windows - Description - Area a. U- Factor: SgI, default 352.53 ft 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =7.0 1704.00 ft b. N/A R= ft2 c. WA R= ft d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1620.00 ft b. Cathedral/Single Assembly (Vented) R=30.0 596.00 ft c. N/A ' R=- ft2 - SHGC: Clear, default b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Crawlspace R =0.0 1620.00 ft2 b. Slab -On -Grade Edge Insulation R =4.0 596.00 ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft 12. Cooling systems a. Central Unit Cap: 56.0 kBtu/hr SEER: 15.1 13. Heating systems a. Electric Strip Heat Cap: 23.9 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 1 gallons EF: 0.99 b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.159 ", Total As -Built Modified Loads: 58.85 PASS ' Total Baseline Loads: 69.47 SS I hereby certify that he plans and specifications covered by this calculation are compliance with the Florida Code. /' PREPARED BY /� ' Review of the plans and k r0�I E S specifications by this 4 8� calculation indicates compliance � �� � r4 *� with the Florida Energy Code. i E Before construction is completed ,oa , this building will be inspected for t al 4 Jas: compliance with Section 553.908 * ' Y' • Florida Statutes. w d; • • • 'S.CS 4 .. •••• • a • "•. BUILDING OFFICIAL. / : ••• DATE �'0 ( y hereby certify that this buildi s designed, is in compliance with the Florida Energy Code. OWNER/AGENT DATE: DATE /c'a -0'7 • •••• • • .•••• , • FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 • • • • • • ••• • • • •• • • • • • • • • • • • • • • • •••• • • • •• • • •• • • • • • ••• Page 1 of 5 • •• • • • • • • • PROJECT Title: Smith Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Mr Smith -_- - Conditioned Area: 2216 - SubDivision: -- # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low - - FLOORS - - -- R Tile Wood Carpet V - -# Floor Type - - -- Perimeter Perimeter -R Value Area Joist -Value 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge Insulatio 100 ft 4 596 ft 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2400 ft 462 ft Light 0.96 No 30 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area ' RBS IRCC 1 Partial cathedral cei Vented 300 2216 ft N N CEILING Framing-Frac Truss Type V - # Ceiling Type - R -Value Area 1 Under Attic (Vented) 30 1620 ft 0.11 _ Wood _ 2 Cathedral/Single Assembly (Vented) 30 596 ft 0.11 Wood WALLS • • - - •••• heahng • Framing. • • • • Solar • • Cavity SR Value FractIb • • • Absor.� • • • # Omt Adjacent To Wall Type R -Value Area 1 N Exterior Concrete Block - Int Insul 7 432 ft 0 • 0 • 0.5 • •••• 2 S Exterior Concrete Block - Int insul 7 432 ft2 2•••• 0•••••. 0.5 • • • 3 E Exterior Concrete Block - Int Insul 7 420 ft 0 0 • • - • 0.5 • • • ••• •••• 4 W Exterior Concrete Block Int Insul 7 420 ft g••••• 0 • • • • : 0.5 •••• 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 • • • • • • • • • • •• • 0 • • 00 • • •0 • • • • 0 .•• Page 2 of 5 • • • • • • • . .•. • • • • •••• •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •••• • • • • •• • • • • • •• • • • • • • • • • ss•• 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V # Omt Door Type Storms U -Value Area 1 N Wood Wood 0.29 22.22 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in °Project" section above. V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Wood Single (Clear) 2 S Wood Single (Clear) 3 E Wood Single (Clear) 4 W Wood Single (Clear) No 1.3 0.75 N 77.19 ft 2 ft 6 in 0 ft 2 in HERS 2006 No 1.3 0.75 N 74.48 ft 2 ft 6 in 0 ft 2 in HERS 2006 No 1.3 0.75 N 121.88 ft 2 ft 6 in 0 ft 2 in HERS 2006 No 1.3 0.75 N 78.99 ft 2 ft 6 In 0 ft 2 in HERS 2006 None None None None INFILTRATION & VENTING V Method SLA -- Forced Ventilation -- Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2093 7.08 114.9 216.0 0 cfm 0 cfm 0 -- 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm 0.75 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 23.9 kBtu/hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 _ — - DUCTS - V - -- Supply — # Location R -Value Area — Retum -- Air Percent Location Area Leakage Type Handler CFM 25 Leakage • QN RLF Attic 6 400 ft • • • Interior 10 ft Default Leakage Interior • • • • • • •1 , ••• • •••• • . 1b • • . .•. • • • • •••• •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •••• • • • • •• • • • • • •• • • • • • • • • • ss•• 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 10/2/2009 9:49 AM • • • • • .. • ••• • • • • ••• • • •• • • • • • •• •• • • •• • •• • • • •••• • ••• • • • •• • • is • • • • • • • •• •• • • • • •••• • • • • • •• • • • • • • • • • • EnergyGauge® USA - FlaRes2008 Page 4 of 5 • • • • • TEMPERATURES Programable Thermostat: Cooling [[XX]] Jan Heating - [X] Jan Ventin [[JXC]] Jan Y Feb [[[XXX]]] Feb Feb Mar Mar -- Mar ( Apr [X] Apr [[XX]] A r Ceiling Fans: May [X] Jun - -- [X] Jul RI Ma [[XX]] Jun ([ XX�� Jul May [[XX]] Jun [[XJ Jul X Au [[XX]] Se ;X Au[X� Sep X Aug [[XX]] Sep Oct [XJ Oct [X] Oct �['XX]] Nov [X� Nov [[�XIJ Nov [X Dec [X] Dec — [[XX�� Dec Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM PM AM PM AM PM AM PM 78 80 78 78 66 68 66 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 68 68 66 66 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 10/2/2009 9:49 AM • • • • • .. • ••• • • • • ••• • • •• • • • • • •• •• • • •• • •• • • • •••• • ••• • • • •• • • is • • • • • • • •• •• • • • • •••• • • • • • •• • • • • • • • • • • EnergyGauge® USA - FlaRes2008 Page 4 of 5 • • • • • COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB3 Comply with efficiency in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Exterior & Adjacent Walls N1106.AB.1.2.1 Swimming Pools & Spas N1112.AB.2.3 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 %. • • • He pump pool heaters shall have a minimum COP of 4.00 • • " • • Penetrations/openings > 1/8" sealed unless backed by truss or —_ • • Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gagera•per • minute at 80 PSIG. • • • . Recessed Lighting Fixtures • • • Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum arnpers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. • • Ducts in unconditioned attics: R -6 min. insulation. • • • • • • • • • • • • • I HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thi;fi!t14t for each system. • • • • • • • • Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R Common walls -frame R -11 or C� X14- 5• _sides. Common ceiling & floorsR -11. _ •••• • -• • • / / • - 19. • COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CI-7K Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.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 corners; 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. _ / V Floors -- N1106.AB.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 N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.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 with < 2.0 cfm from conditioned space, tested. 1� Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details L ADDRESS: 253 NE 101st Street Miami Shores, FL, 33138 -0000 PERMIT #: 1 TRATION REDUCTION COMPLIANCE CHECKLIST met or exceeded b all residences.) 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 •. • • .• • • •••• • •• • • •• •• • • •••• • •••• • PROJECT Title: Smith Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Mr Smith Conditioned Area: 2216 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Dally Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FLMIAMI_INTL_AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft • Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge Insulatio 100 ft 4 596 ft _ s 0 ”t'" L...., ROOF • T Roof Gable Roof Solar ' Deck . • ■ # Type Materials Area Area Color Absor. Teste,�i • • Insul. • • • Pjtch ; "' • • • • 1 Gable or shed Barrel tile 2400 ft 462 ft Li ht 0.96 No •• 30 • .g de ATTIC • • • .. .. .• • ••.•, • • • • • •••. ••••, # Type Ventilation Vent Ratio (1 in) Area RBS IRCC • • • • •••• • • • • .•••• 1 Partial cathedral ceiling Vented 300 2216 ft N 0 • • _.. _ • 10/2/2009 9:50 AM Building Input Summary Report EnergyGauge® / USRFSB v2.8 Page 1 of 4 • 10/2/2009 9:50 AM Building Input Summary Report EnergyGauge® / USRFSB v2.8 • • •• • • • • • .•• • • • •• • • • •••• • • • • •• • • • •• • • •• • • • • Page 2 of 4 • • • • CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 2 Cathedral/Single Assembly (Vented) 30 1620 ft 0.11 Wood 30 596 ft 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. AdI'acent # Omt To Wall Type Cavity Width Height Sheathing Framing Solar R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Exterior 2 S Exterior 3 E Exterior 4 W Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 7 54 0 8 0 432 ft 0 0 0.5 7 54 0 8 0 432 ft 0 0 0.5 7 52 6 8 0 420 ft 0 0 0.5 7 52 6 8 0 420 ft 0 0 0.5 DOORS # Omt — Door Type T Width — Height Storms U -Value Ft In Ft In Area 1 N Wood Wood 0.29 3 4 6 8 22.22 ft WINDOWS # Omt Frame Panes NFRC Overhang U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N Wood 2 S Wood 3 E Wood 4 W Wood Single (Clear) No Single (Clear) No Single (Clear) No Single (Clear) No 1.3 0.75 N 77.19 ft 2 ft 6 in Oft 2 in None None 1.3 0.75 N 74.48 ft 2 ft 6 in 0 ft 2 In None None 1.3 0.75 N 121.88 ft 2 ft 6 in 0 ft 2 in Drapes/blinds None 1.3 0.75 N 78.99 ft 2 ft 6 in 0 ft 2 in None None INFILTRATION & VENTING Method SLA CFM 50 ELA - Forced Ventilation — Terrain/Wind EgLA ACH ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00030 1744 95.7 180.0 0.207 5.90 0 0 0 Suburban / Suburban MASS Mass Types Are Thickness Fumiture Fraction No Added Mass 0 ft 0 ft 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR . Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm • 0.75 : • false •••• I HEATING SYSTEM • • • •' • • •••.• •••• •••• # System Type Subtype Efficiency Capacity Ductless • • ••• ; 1 Electric Strip Heat None COP: 1 23.9 kBtu/hr False. • • • • • • • 10/2/2009 9:50 AM Building Input Summary Report EnergyGauge® / USRFSB v2.8 • • •• • • • • • .•• • • • •• • • • •••• • • • • •• • • • •• • • •• • • • • Page 2 of 4 • • • • HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.99 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS -- Supply - -- -- Retum — Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft Interior 10 ft 5 Default Leakage Interior TEMPERATURES _ Programable Thermostat: Cooling Iii Jan Heatin Jan Ventin Jan Y Feb C Feb [[�X]] Feb Mar pc Mar [[�X] Mar Ceiling Apr ( A l[XX1] Apr Fans: N May [X] Jun [X� Jul (X] Aug [XJ Sep [X May [X] Jun [)C] Jul [X] Aug[X] Sep [[�X]] May [[[[��X] Jun [[[[��X] Jul [X] Aug [[[[����]]]] Sep Oct Oct [[[[��IXJ Oct Nov [X Nov l[XXJJ Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Building Input Summary Report • • • • • •• • • • • • •••• • • • • ••• • • •••• •••• • • • • • • •• •••• • ••• • • • • • •• •• • • • •• 10/2/2009 9:50 AM EnergyGauge® / USRFSB v2.8 Page 3 of 4 • • • • • • • • • • • • • ••• • • • •••• • • • • • •• • • •• • • • • • Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 Hours 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher AM % Released: 60 PM Annual Use: 0 kWh/Yr Dryer AM % Released: 10 PM Annual Use: 891 kWh/Yr Lighting AM 0.16 % Released: 90 PM 0.16 Annual Use: 2408 kWh/Yr Miscellaneous % Released: Annual Use: Pool Pump % Released: Annual Use: Range % Released: Annual Use: Refrigeration % Released: Annual Use: Well Pump % Released: Annual Use: AM 90 PM 3187 kWh/Yr AM 0 PM 0 kWh/Yr AM 100 PM 447 kWh/Yr AM 100 PM 775 kWh/Yr AM 0 PM 0 kWh/Yr 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Peak Value: 200 Watts 0.15 0.16 0.18 0.17- 0.25 0.27 Peak Value: 786 Watts 0.48 0.47 0.47 0.47 0.52 0.5 0.5 0.5 Peak Value: 584 Watts 0 0 0 0 0 1 1 1 1 Peak Value: 0 Watts 0.057 0.057 0.057 0.057 0.457 0.343 0.286 0.4 Peak Value: 165 Watts 0.85 0.78 0.75 0.73 0.88 0.85 0.85 0.83 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 Peak Value: 0 Watts 0.23 0.45 0.4 0.34 -- -0.55 0.55 0 0 0.057 0.114 0.171 0.571 1 0.857 0.73 0.73 0.75 0.88 0.95 1 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.26 0.19 0.16 0.88 1 -- 0.86 0.12 0.11 0.51 0.28 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 0 1 0 0 0 0 0 0 0.1 0.1 0.1 0.1 1 0 1 0 0.286 0.343 0.343 0.343 0.4 0.429 0.286 0.229 0.171 0.114 0.75 0.8 0.8 0.8 0.8 0.98 0.95 0.93 0.9 0.85 0.1 0.1 0.1 0.1 10/2/2009 9:50 AM EnergyGauge® / USRFSB v2.8 • • • • • •• • • ••.• • • •••• • • •• •• • • • • • • • • • • •• • • • • • • • •••• • •••• • • •••• • • •• • • • •• • • • •••• • • •••• • • •• Page 4 of 4 •� • • • • • • • • Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Mr (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Ventilation Load Total Zone Load Ventilation Airflow Location Data Source Latitude Elevation System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Time 1) July 17:00 2) July 16:00 3) June 17:00 4) August 16:00 5) August 17:00 System: AC#1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. 55,909 BTU/hr 40,309 BTU/hr 38,308 BTU/hr 55.3 F 1,800 CFM 1,800 CFM 0 CFM 0 CFM 0 BTU/hr Floor Area 2,216 sqft Overall U -Value 0.183 /sqft/F Vent Air 0.00 CFM/sqft Vent Air 000 CRM/Persnn [TABLE 2. SIZING DATA (HEATING) Heating Coil Load 23,749 BTU/hr 0 BTU/hr 23,749 BTU/hr 0 CFM Miami Shores., Smith Resid. 91. User Defined 25.8 Degree 7.0 ft TABLE 4. INPUT (HVAC SYSTEM) ' AC#1 Clg and Electric Ht 6:00 24 hrs Sensible Ton Total Ton 3.36 4.66 3.35 4.65 332 4.62 3.32 4.62 3.31 4.61 SYSTEM SIZING SUMMARY [TABLE 1. SIZING DATA (COOLING) - 1,800 CFM 0.00 CFM/person 0.00 CFM 0.050 0 %a 0 % 0 % Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/fon Cooling f:nnlinv Heating Heating Floor Area Overall U -Value Vent Mr Summer Dry -Bulb Coincident Wet -Bulb Daily Range THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM SAN Configuration Static Pressure Time 6) June 16:00 7) July 15:00 8) August 15:00 9) June 15:00 10) September 16:00 Block Load 3.05 October 02, 2009 Page: 1 July 17:00 90.1/77.1 F 75.0/64.4 F 543/53.8 F 53.2 F 0.050 56.8 % 4.66 Ton 336 Ton 475.63 - 25.23 BTU/hr/sqft 0.81 CRM /soft 10.72 BTU/hr /sqft 0.00 CFM/sqft 2,216 sqft 0.183 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) 1 91.6 F 77.5 F 15.0 F AI11 'l i I ' I Draw -Thru _ _ 1.50 in. wg. • • • • • •• • • • • • • •• • 75.0 F 80.0 F 70.0 F No • • • TABLE 5. TOP TEN COOLING COIL LOADS • •••• • • •• • • • Sensible Tqp• • • total Ton • • • • • • 3.31 •••• 4.61 •••• 330 • • 4.60 3.26 •• •• 4.56 3.25 4.55 • 3.25 • • 4.55 • ••• • • • •• • • • •••• • ,. e• '•••• • • •• • 0 • • • • • • • • • • • • System: AC #1 _ Location: Miami Shores., Smith Resid. Prepared by: ARPE Engineering, Inc. SYSTEM SIZING SUMMARY Block Load 3.05 - October 02, 2009 Page: 2 TABLE 6. ZONE SIZING DATA Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate Zone Name (BTU/hr) (CFM) Design Time (kW) Zonel.lstFloor. 17,281 800September 16:00 4.8 House 38,308 1,800 July 17:00 7.0 Total: 2,600 Total: .00 • • • • • • • • •• • •••• • • • • •• • • • • • • •••• •••• • • • • • • •••• •••• • • • ••• • • • • • •• •• •• • • • • • • • •••• • • • • •••• • • • •• • • •• • • • •••• • • • • System: AC #1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. TABLE 1. HVAC SYSTEM DESCRIPTION 1 System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS __ Coil Bypass Safety (Sens) Safety (Latent) Heating Safety System Arrangement: Total Zones Selected: Selected Zones: Clg and Electric Ht 6:00 24 hrs 1) House SYSTEM INPUT REPORT 1,800 CFM 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 %n All zones served by a common air handler 1 THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure Block Load 3.05 October 02, 2009 Page: 1 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in TABLE 2. SYSTEM ZONING INFORMATION 1 • • • • • •• • •••••• • ••• • • • •••• •• •• • • • • • • • • • • •• • • • • •••• • • •••• • •••• • • •••• • ••• • • • • • •• • • •••• • • •••• • •• • • ••• • • • • • • • • • • • • • • • • 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Windows ** a. U- Factor: SHGC: b. U- Factor. SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Crawlspace b. Slab -On -Grade Edge Insulation c. N/A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD .. ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. Description SCI, default Clear, default N/A 253 NE 101st Street, Miami Shores, FL, 33138 -0000 New (From Plans) Single- family 1 3 No 2216 Area 352.53 ft ft ft ft ft Insulation Area R =0.0 1620.00 ft R =4.0 596.00 ft R ft 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) __ b. Cathedral/Single Assembly (Vented) c. N/A 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction throug the above energy saving features which will be installed (or exceeded) in this home before final inspection. Qther*ise, a new EPL Display Card will be completed based on installed ode compliant features. Builder Signature: Date: dress of New Home: o "/ City /FL Zip: Insulation Area R =7.0 1704.00 ft R= ft R= ft R= ft Insulation Area R=30.0 1620.00 ft R=30.0 596.00 ft R= ft Cap: 56.0 kBtu/hr SEER: 15.1 Cap: 23.9 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.99 *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Pstat Project Name: Smith Residence Renovation Builder Name: Street: 253 NE 101st Street Permit Office: City, State, Zip: Miami Shores , FL , 33138 -0000 Permit Number: Owner: Mr Smith Jurisdiction: Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft 2216 7. Windows -- Description - Area a. U- Factor: Sgl, default 352.53 ft - SHGC: Clear, defaUU b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft SHGC: 8. Floor Types Insulation Area a. Crawlspace R =0.0 1620.00 ft b. Slab -On -Grade Edge Insulation R =4.0 596.00 ft2 c. N/A R= ft 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =7.0 1704.00 ft b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1620.00 ft b. Cathedral/Single Assembly (Vented) R=30.0 596.00 ft c. N/A -- R ft2 _ -- 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft 12. Cooling systems a. Central Unit Cap: 56.0 kBtu/hr SEER: 15.1 13. Heating systems a. Electric Strip Heat Cap: 23.9 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 1 gallons EF: 0.99 b. Conservation features None 15. Credits Pstat A SS Glass/Floor Area: .0.159 Total As -Built Modified Loads: 58.85 PASS Total Baseline Loads: 69.47 I hereby certify this calculation Code. PREPARED BY. DATE i / ■ that the plans and specifications covered by are compliance with/}he Florida ° 01 - Review of the plans and , E specifications by this calculation indicates compliance with Code. t r Before the construction Florida is Energy completed this budding will be inspected for ; !�A ,,• compliance with Section 553.908 Florida Statutes.; ' BUILDING OFFICIAL I hereby certify with the Florida OWNER/AGENT: DATE: �„ that this building, as designed, is in compliance Energy Code. DATE ./66i6,>,F FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Smith Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuiit Bathrooms: 0 Lot # Owner: Mr Smith -- Conditioned Area: 2216 - SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low _ - FLOORS - -- ✓ # -- Floor Type Perimeter Perimeter R -Value Area Joist R -Value -- Tile Wood Carpet 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge Insulatio 100 ft 4 596 ft 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2400 ft 462 ft Light 0.96 No 30 22.6 deg ATTIC V # Type' Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cel Vented 300 2216 ft N N CEILING Framing - Frac Truss Type — V - # Ceiling Type — R -Value — Area 1 Under Attic (Vented) 30 1620 ft 0.11 Wood 2 Cathedral/Single Assembly (Vented) 30 596 ft 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 7 432 ft 0 0 0.5 2 S Exterior Concrete Block - Int Insul 7 432 ft 0 0 0.5 3 E Exterior Concrete Block - Int Insul 7 420 ft 0 0 0.5 4 W Exterior Concrete Block - Int Insul 7 420 ft 0 0 0.5 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 N Wood Wood 0.29 22.22 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Wood Single (Clear) 2 S Wood Single (Clear) 3 E Wood Single (Clear) 4 W Wood Single (Clear) No 1.3 0.75 N 77.19 ft 2 ft 6 in 0 ft 2 in HERS 2006 No 1.3 0.75 N 74.48 ft 2 ft 6 in 0 ft 2 in HERS 2006 No 1.3 0.75 N 121.88 ft 2 ft 6 in 0 ft 2 in HERS 2006 No 1.3 0.75 N 78.99 ft 2 ft 6 in 0 ft 2 in HERS 2006 None None None None INFILTRATION & VENTING V Method SLA — Forced Ventilation -- Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default — 0.00036 2093 7.08 114.9 216.0 0 cfm 0 cfm 0 -- 0 - -- - COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm 0.75 False HEATING SYSTEM . V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 23.9 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None — ft2 — DUCTS - V -- Supply — # Location R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft Interior 10 ft Default Leakage Interior 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Thermostat: Y Cooling Jan Feb Mar Heating - -- Jan Feb Mar - -- Venting jxX Jan R Feb [ Mar A pr Apr IX Apr Ceiling Fans: May Jun May Jun - Oct [ii May pX Jun Jul [ Jul X X' Aug Aug Aug Sep [X Sep Oct Oct N ov N ov Nov 7C Dec X Dec -- X Dec Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM 78 PM 80 AM 78 PM 78 AM 66 PM 68 AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 68 68 68 68 78 78 78 78 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.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 corners; 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. V Floors N1106.AB.1.2.2 — Penetrations /openings > 1/8" sealed unless backed by truss or v �// joint members. -- EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. HVAC Controls Recessed Lighting Fixtures N1106.AB.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 with < 2.0 cfm from conditioned space, tested. Insulation Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Vf COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB 3 Comply with efficiency requirements in Table N112.ABC 3 or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External orbuilt -in heat trap required. / v Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. r Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. �// Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R-11. FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 253 NE 101st Street Miami Shores, FL, 33138 -0000 PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 10/2/2009 9:49 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 PROJECT Title: Smith Residence Renovation Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Mr Smith Conditioned Area: 2216 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 253 NE 101st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: No FL , 33138 -0000 New /Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami - FL MIAMI,INTL_AP 51 90 70 75 149.5 56 — Low UTILITY RATES - -- Fuel Unit Utility Name Monthly Fixed Cost 9/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft oft Oft Oft E None Oft Oft Oft Oft - Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Crawlspace 177 ft 5 1620 ft 0 0.2 0 0.8 2 Slab -On -Grade Edge Insulatio 100 ft 4 596 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2400 ft 462 ft Light 0.96 No 30 22.6 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral ceiling Vented 300 2216 ft N N 10/2/2009 9:50 AM Building Input Summary Report EnergyGauge® / USRFSB v2.8 Page 1 of 4 10/2/2009 9:50 AM Building Input Summary Report EnergyGauge® / USRFSB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 2 CathedratSmgle Assembly (Vented) 30 30 1620 ft 0.11 Wood 596 ft 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adjacent o # Omt Wall Type Cavity Width Height Sheathing Framing Solar R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Exterior 2 S Exterior 3 E Exterior 4 W Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 7 54 7 54 7 52 7 52 0 8 0 432 ft 0 0 0.5 0 8 0 432 ft 0 0 0.5 6 8 0 420 ft 0 0 0.5 6 8 0 420 ft 0 0 0.5 DOORS — # Omt — Door Type Storms — Width — Height U -Value Ft In Ft In Area 1 N Wood Wood 0.29 3 4 6 8 22.22 ft WINDOWS # Omt Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 N Wood 2 S Wood 3 E Wood 4 W Wood Single (Clear) No Single (Clear) No Single (Clear) No Single (Clear) No 1.3 0.75 N 1.3 0.75 N 1.3 0.75 N 1.3 0.75 N 77.19 ft 2 ft 6 in 0 ft 21n None None 74.48 ft 2 ft 6 In 0 ft 2 In None None 121.88 ft 2 ft 6 in 0 ft 2 in Drapes/blinds None 78.99 ft 2 ft 6 in 0 ft 2 in None None INFILTRATION & VENTING • Method SLA CFM 50 ELA EqLA ACH ACH 50 --- Forced Ventilation - - -- Terrain/Wind Supply Exhaust Run Time Shielding Best Guess 0.00030 1744 95.7 180.0 0.207 5.90 0 0 0 Suburban / Suburban MASS Mass Types Area_ Thickness Fumiture Fraction _ No Added Mass 0 ft 0 ft 0.3 COOLING SYSTEM - # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split SEER: 15.1 56 kBtu/hr 1680 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 23.9 kBtu/hr False 10/2/2009 9:50 AM Building Input Summary Report EnergyGauge® / USRFSB v2.8 Page 2 of 4 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.99 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS - -- Supply -- -- Retum — Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft Interior 10 ft 5 Default Leakage Interior TEMPERATURES Programable Cooling Heating Venting Thermostat: Jan Jan Jan Y _ Feb lx] Feb Feb Ceiling Mar Apr Mar fX Apr [[�X] Mar [[�X]] Apr Fans: N May Jun May fX Jun May l[XXJ] Jun Jul Aug Jul X1 Aug [[[[�[X]] Jul l[X]] Aug Sep Sep Sep Oct Oct Oct Nov Nov Nov ___ Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule. Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Building Input Summary Report 10/2/2009 9:50 AM EnergyGauge® / USRFSB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 Hours 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher AM % Released: 60 PM Annual Use: 0 kWh/Yr Dryer AM % Released: 10 PM Annual Use: 891 kWh/Yr Lighting AM 0.16 % Released:- 90 PM 0.16 Annual Use: 2408 kWh/Yr Miscellaneous AM % Released: 90 PM Annual Use: 3187 kWh/Yr Pool Pump AM 0 % Released: 0 PM 1 Annual Use: 0 kWh/Yr Range AM % Released: 100 PM Annual Use: 447 kWh/Yr Refrigeration AM % Released: 100 PM Annual Use: 775 kWh/Yr Well Pump • AM % Released: 0 PM Annual Use: 0 kWh/Yr 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0 .488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Peak Value: 200 Watts 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 0.17 0.25 0.27 0.34 -0.55 0.55 0.88 1 - 0.86 0.51 0.28 Peak Value: 786 Watts 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Peak Value: 584 Watts 0 0 1 1 Peak Value: 0 1 0 Watts 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Peak Value: 165 Watts 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Peak Value: 0 Watts 10/2/2009 9:50 AM EnergyGauge® / USRFSB v2.8 Page 4 of 4 System: AC #1 Location: Miami Shores., Smith Resid. FI. Prepared by: ARPE Engineering, Inc. TABLE 1. SING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Mr Direct Exhaust Air Reheat Required Floor Area Overall U -Value Vent Air I II N:YU 4'•...∎ TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow TABLE 3. INPUT DATA (VVEATHER) Location Data Source Latitude Elevation TABLE 4. INPUT (HVAC SYSTEM) System Name System Type System Start Duration SIZING SPECIFICATIONS Suppiy Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Time 1) July 17:00 2) July 16:00 3) June 17:00 4) August 16:00 5) August 17:00 55,909 BTU/hr 40,309 BTU/hr 38,308 BTU/hr 55.3 F 1,800 CFM 1,800 CFM 0 CFM 0 CFM 0 BTU/hr 2,216 sqft 0.183 0.00 CFM/sqft 23,749 BTU/hr 0 BTU/hr 23,749 BTU/hr 0 CFM Miami Shores., Smith Resid. FL User Defined 25.8 Degree 7.0 ft Sensible Ton 3.36 3.35 3.32 332 331 SYSTEM SIZING SUMMARY 1 ' 1 AC#1 Clg and Electric Ht 6:00 24 hrs 1,800 CFM 0.00 CFM/person 0.00 CFM 0.050 0 %a 0 % 0 % Load Occurs July 17:00 Outdoor Db/Wb 903/77.1 F Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coll Load Sensible Coil Load SQFT)Ton - Cooing Heating Heating Floor Area Overall U -Value Vent Mr Summer Dry -Bulb Coincident Wet -Bulb Daily Range THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM VAN Configuration Static Pressure Block Load 3.05 October 02, 2009 Page: 1 75.0/64.4 F 543/53.8 F 53.2 F 0.050 56.8 % 4.66 Ton 336 Ton 475.63 - 25.23 BTU/hr /sqft 10.72 BTU/hr /sqft 0.00 CFM/sqft 2,216 sqft 0.183 0.00 CFM/sqft 91.6 F 77.5 F 15.0 F 75.0 F 80.0 F 70.0 F No Draw -Thru 1.50 hi. wg. ABLE 5. TOP TEN COOLING COIL LOADS Total Ton Time Sensible Ton Total Ton 4.66 6) June 16:00 331 4.61 4.65 7) July 15:00 3.30 4.60 4.62 8) August 15:00 3.26 456 4.62 9) June 15:00 3.25 435 4.61 10) September 16:00 3.25 4.55 System: AC #1 __ Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. SYSTEM SIZING SUMMARY TABLE 6. ZONE SIZING DATA Zone Name Zonel.lstFloor. House Max. Heating Design Flow Sensible Rate Load Rate (BTU/hr) (CFM) Design Time (kW) 17,281 800 September 16:00 4.8 38,308 1,800 July 17:00 7.0 - Total: 2,600 Total: .00 Max. Cooling Design Airflow Block Load 3.05 - October 02, 2009 Page: 2 System AC #1 Location: Miami Shores., Smith Resid. Fl. Prepared by: ARPE Engineering, Inc. TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety TABLE 2. SYSTEM ZONING INFORMATION 1 System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) House Clg and Electric Ht 6:00 24 hrs SYSTEM INPUT REPORT 1,800 CFM 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure Block Load 3.05 October 02, 2009 Page: 1 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in. wg. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEP (NOA Sunshine Windows Manufacturing, Inc. ' 1745 West 33" Place Hialeah, FL 33012 ,.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. DESCRIPTION: Series 2000 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. SH08 -01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window ", sheets 1 through 6 of 6, dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. IJr7S1 4 her IAPPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildingcode NOA No. 08- 0219.03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Page 1 NO EXCEPTIONS TAKEN ❑ REJECTED NOTE COMMENTS f} RE- SUBMIT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Markings or comments shall not be construed as relieving the CONTRACTOR from compliance with the project plans and speci- fications, nor departures therefrom. The CONTRACTOR remains re pon 'tole for r. •ails and +ccurecy, for canlirming and correla'ing al qua 'ties, .b conditio . d dimensions, for se fabri- tien p � cessa r tech ' r assembly and constiuct'on,,nd r perf r in: is +rk in a,nner. Date tO Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 01/25/08, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. l+ TL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. E -1 Manuel Per Product Control E NOA No. 08-02 .03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL - 5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL - 5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. E -2 Manuel ' erez, Product Control Exa NOA No. 08-0219. Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Sunshine Windows Manufacturing. Inc. G. OTHER 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P.E. E -2 Manuel ' erez, Product Control Exa NOA No. 08-0219. Expiration Date: April 24, 2013 Approval Date: April 24, 2008 DESIGN PRESSURE CHART • PSF SEMES4M0 ALI3MINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW DIMENSION ANCHOR SCHEDULE DEIGN PRFSOR&PSP WIDTH HET= HEAD PEA JAMB TI - gi 19 1/8° 3 90.0 90.0 28 1/2" 3 3 90.0 90.0 37° 28" 4 90.0 90.0 53 1/8° 6 78.0 75.0 19 1 /8" 3 90.0 90.0 28 1/2" 3 90.0 90.0 37" 38 3/8" 4 90.0 90.0 53 1/Er 6 75.0 75.0 19 1/8" 3 90.0 90.0 282° 50 5/8" 6 90.0 50.0 4 90.0 90.0 53 1/8 6 75.0 75.0 19 1/8" b 3 75.0 75.0 28 1/2" 3 7 75.0 75.0 37" 4 75.0 75.0 53 1/8" 6 75.0 75.0 19 1/8 3 75.0 75.0 28 1/2" 3 8 75.0 75.0 37 74 1/4" 4 75.0 75.0 53 1 /8" 6 75.0 75.0 HEAD ANCHORS SEE CHART 4" 10 ° MAX. f 1 ;A1) (At TIPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL -5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 4.-FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 5001& ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAIYII DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW A-,o2. FRANCISCO HERNANDEZ FLORIDA PE # 51393 2 1/2' MIN. 2 1/2' MIN. GLAZING DETAIL DETAIL Al ATTACHMENT TO MASONRY 0.090' DUPONT BUTACITE PVB TYPICAL ANCHORS 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR Max. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF B) TYPICAL ANCHORS DETML A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/8" MN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW DETAIL A2 ATTACHMENT TO WOOD Appte e, soet fwithtlm lbw Ma* ,�.. N,. F = ik Maxi TYPICAL ANCHORS 1/4' SMS 1 1/2' MN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) d. e2 -o8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Widows Manufacturing, Inc. 1746 w. 35,d Pboe Nded<, NNW 33014 FN (306}164 -9982 F104300828 -8118 Adt c) 0 9 r 1 m1 R.e MOM N0. SH08 -04 SHEET 2 OF 6 TYPICAl. ANCHORS DETAIL C3 ATTACHMENT TO WOOD TYPICAL ANCHORS 1/4' TAPCONS 1 1/4* MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL CI ATTACHMENT TO PRECAST SILL. 1/4* SMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 of 8) TYPICAL ANCHORS DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL DR ALUMINUM 1/8' MIN. THICKNESS) IMPACT RESISTANT WINDOW a a 2 1/2" MIN. DETAIL, C2 ATTACHMENT TO MASONRY 1/4* SMS THROUGH METAL. (FOR MAX ANCHOR SPAC1A3 AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) TYPICAL ANCHORS 3/4• MAX. NON- SHR684 GROW OR i' BY WOOD BUCK 1/4' TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) 4 -D ? -ON FRANCISCO HERNANDEZ FLORIDA PE # 51393 onawn 8r RF DuEu scoter 1 / ' 2 Rqk RuWutat DRAM PA SHO8 -05 SHEET 3 OF 6 DETAIL D1 ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4 TA1°CONS 1 1/4' RAN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BILK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL D2 ATTACHMENT TO WOOD 2 BY WOOD BUCK TYPICAL ANCHORS TYPICAL ANCHORS 1/4' SW THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETNL VALI08 FOR JAMBS. HEAD AND SILL ATTACHMENT TO MULLIONDETAIL TYPICAL JAMB SECTIONS 1/4' WAS 1 1/2' MIN. PENETFATION INTO 6000. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) IMPACT RESISTANT WINDOW TYPICAL ANCHORS DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8 MIN. THICKNESS) 1/4° SAS THROUGH METAL (FOR MAX. ANCHOR SPACNG AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) FRANCISCO H NMI 9Q Sunshine ViRdoss YMUIGCf1EfiRg, HAIL 1745 W. 33rd Race 1119945. Flmlda 312 Ph: (305)364-9952 P0,4305)8211-5118 ri4 AMMAN Pro. SH08 -06 SHEET 4 OF 6 VERTICAL SECTION (SEE DETAILS DI, D2 AND 03 ON SHEET 4 OF 8) HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW 4_ o2_og FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Wind/yes Manufacturing, inc. 1745 W. 33rd ?Imo 1114174b. Redd* 30312 (395)3.4 -8882 Fa c(305)3213-5118 e' D„, RF 5ocittc , 2 =, FuNielont ENO. SHOE -02 SHEET 5 OF 6 aoea --+I ! 9.31 ;.. _.�. I— 0.812 —0304 0.812 1- a12 1 1 : . � J FRAME HEAD 0.3fl8 0.780 SYWY -101 T 6083-15 � FRAME 6083 -15 SW52101 M 0155 6063 -15 2. 0,..- 27 0.082 2.:14 58 -011 2 0.937 � 0050 I 1,87 1 6 SASH 1,928 ' ,— J 0812'- TOP SW-017 6083 1 0.050 - RAIL I -� � 2.078 ---f FRAME 511. 6083 -15 5 2.375 FRAME JAMB W8-011 6063 -76 2.780 _ 1' - -- 1.890 rills --1 ` — 0 .2.82 RAIL o �a 2.1870 1 SASSg�H�SpIID�15 0.oao E2p RAIL MI 1324 a is SASH BOTTOM RAIL PLASTIC 2 SAS 1.080 BOTTOM 8083 -TB fT2112 PART• REQD. MATERIAL 1 SW -014 1 FRAME HEAD 6083•15 2 SW52101 1 FRAM SILL 6083 -45 3 58 -011 2 FRAME JAMB 6063 -45 4 SW40111 1 MEETING RALL 8083 -15 5 SW -017 1 SASH TOP RAIL 6083 -15 8 SW43355 1 SASH BOTTOM RAIL 6083 -T5 7 SW82028 2 SASH CAM NYLON 8 S6-012 2 SASH SIDE RAM. 8083 -95 9 SW -AS AS REQ ASSEMBLY SCREWS # 8X1 PH PHBWP CRS 10 SW62024 4/VENT FACE CUBES NYLON 11 0843353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS ROD SEAL PILE FELT 13 SW3267 AS ROD WEATHER STRIP BULB WNYL 14 - AS ROD SUUCONE DC- 899/0E -1200 15 SWW101 AS ROD GLAZING BEAD 6003 -18 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -687 2/VENT LATCH ZINC 18 SW3082 AS RQD WEATHER STRIP BULB VINYL Mt' IMPACT RESISTANT WINDOW MATERIAL LIST' 4- -o2 -08 FLORIDA PE t 51393 Dr s'„ RF 0 9c 1 2.1 Revisions Wait= IMMO NO. SH08 -03 SHEET 6 OF 6 MIAM�ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w/wo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. S - 2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -O" x 6' -S" with & without Sidelites", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02 1216.09 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 74 0"1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.m is m idad e.aov/b u ildinEcode NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Page 1 Veviet,V0 N1131 ND CoNAAk (0 12101 °1 3eld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) E -1 J� Jaime D. G : on, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Jeld -Wen, Inc. (OR, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638-03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02 1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 -96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS .19906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02 1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6'8 Outswing ", approved on 01/30/2003 and expiring on 08/15/2007. E -2 Jaime D. Canon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 to _ ».It�: EEAM ME MflE8 1. (W P IS 0 1M 111114 DE 2004 R0 SWUM COD E 2. 2X 5000 81' 0714E 5 MST BE ARMORED Pt .Y TO TRAM LOADS TO 111E S7RUCTI 3. PRODUCT A SHALL BE AS USED Me SPACED PER MVCHOR LQ14RON IMAM OR EI fT TO BASE NA1ERML 3 £ WALL DRESSING 4. SEE TABLE 1 ON 1105 STET FOR I PRESSURE RA1140 . 5. THIS PRODUCT � PE WATER REQWREDRMS FC "ME' 20AE5. SEE DE DESCH PRESEXE CHART 6, A REQUIRE A14M1 -11405 APPROVED OAPACT RESSTANT worms 7. OPTION MID CU BE USED M A SINGLE OR OOUBIE 8. A LOAD DURATION J M AU. E SIR1SS 01 USED IN DESIGN OF Ate IMO WOOD ONLY. pd�llhM.MAIBAT>D81l�.DOf affEmb�Ptr�.631VM X02LBIP 24 go. (0.� dab= thIcknoW Galvanized Steel A -525 ca nmaedd quality - MQ per ASTM 620 with average drawn y4efd strength F)r(oo .) = 47,575 poL Emended pa y�sae Oh 1.0 to 1.25 tbs./d des , by QOW P *W Cmlofue8mr The oaths and I0ae panels are constricted from 24G1 (0.020' nth.) gmrmdred steel. Tfm face elect bottom and bott are bent 8G' am the tap mod bottom rah. The tap m6 consists d LN. meosoring 1.67" x 1.0' high. The bottom rd is rani tinned 0.021' gnfnontred steel me�ahp 1.67' aide x 1.21' fdgfr w/ o 1.645` x 3' tong x 0.831' pfeae of premed Ober board to the comae d the steel bettane Mkt; Is batted b the aide sties 8 secured w/ (1) 0.5' x 2' wire staple ner. fi at each in e a i d e s of t h e duce sheet are roll formed onto the Lit latch able and Ponderosa Wee dkge able slide maeeare 1.67" x 1D' The Melchor cooly ls ltd Oh polystyrene. The tae sheets are glued to the pa jsene. The panels are muted to receive the ODL & Trbdty We Frames. The Ste frames are Pet glazed on the Wader. The unite are glazed w/ 0.125' tempered glees, Mod SAlelUe Panel the sash ls from 2414. (0.020' mhr.) g kssized steel. The edges of the Porn sheet are bend 00' over the Or; and glued R. The aim panels we routed to rewire Interior and unite ore g�ls¢ 01 255' x. fagagaggketligtg The frames are from Ponderosa Pbe Ants areas/ring 1.25' ride x 4.583" dew. The head Jambs we mortised and butt Jailed to the eWe Jambs 10 mbs and attached . (3) 1684. 2' x crew woe staples The o da use an dumb= bump face Pemlm threshold m meowing 4. 041' deep x 1' high. The threshold la attached to the frame wail (3) 16G4. L 2' x 7/16' crown wfre staples. r'i ✓r.r I M�� x : 11 ' :: �?ild ;Ells Met 02. , '.• -�� �•:,.� `INI;r::� .;. "_�r]T!jll',' 1-I 8 cm 81.25' WX OA FRAME FECHT IFIfi 74.5' MAIL 0A FRAME MOTH . 125' 31.75' IAA OA FRA E MOTH _JB' W1LOA, PAMEL YON 83.125" MAX 0A 01.0. HEIHT 81.25' 114X OA FAME ►EIGHT DESIGN RAMC wiff WATER 1/0'O.TRARO<I 0604 NEEDED TYPE WAH SURFACE 60175 AM min $050 CE MS W/2// SODAS M, 06 x0. ox» tea pot -4 pot +50 pet SC pot MALE DAD SEEM Q0f on. 10(0 040:0) N/A s50 pd -50 pot irk 107' Wx OA - .125' 58.825' W1L OA PA R iFw1H M' /ASR7IGAL 70.25' VAX 0A FAME WOTN < .75' MULL BAR 1YP. .875' 38' AM GA PAWL MOTH 15.5" WK 0A SMITE FRAME ADM 14' ma W<DiN 8' A4X OA 01.0. NTH 6'W1L OAS . 63. 25' 1441E 0A 010. HEIGHT 15.5' WA OA W ELK FRAME MORN 14' MAX. 0.4. PA101. MOTH 61 25' WX 0A 010. ow anon URR s/ �r1RFC OX*O) 0' Division oars: 12 -13-01 *am NTS 1.50" MIN. 0.25 EUa MAX. SHIM 1.25 MIN. EMEL 1.11;■,•. f 75 MIN. PANEL THK. (r) DETAIL ON SHEET 5 SEE NOTE 2 ON SHT. 4 81.25 MAX. O.A. FRAME HEIGHT SEE NOTE 2 ON SHT. 4 SEE NOTE 9 ON SIC 4 FOR OPTIONAL 1/2" & 1 LG. SEE SHEET #7 CONORETE/ IdASONRY BY OTHERS 2.5" MIN. EDGE DIST. (414wW4 ... Thimarir SECTION 0.125 MIN. GLASS THK. =SKS 80.0" MAX. 0.4. PANEL HEIGHT 0.625 CONCRETE/ MASONRY BY OTHERS 1.50 MIN. 0.25 FL MAX. SHIM 81.25" MAX. 0.A. FRAME HEIGHT 1.00° MIN. Elite 7.114;titt: (1 Statergiti E.r„er, ON SHEET 5 EE DETAIL SEE NOTE 6 ON SHT. 4 •■•.: SEE NOTE ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 1.75" MIN. PANEL THK. 0.125" MIN. GLASS THK. EfilEga FOR OPTIONAL 1/2 ° & 1 I.G. SEE SHEET #7 CONCRE7E/ MASONRY BY OTHERS .75 .5 M MIN. EDGE DIST. (\ VERTICAL CROSS SECTION W AT want SASH SEE NOTE .3 ON SHT. 4 SEE NOTE .3 4 so.o" MAX. 0.A. PANEL HEIGHT CONCRETE/ MASONRY 8Y OTHERS INN Ef2.:7 111WITT-11111 WOW 700 r: P, • ill1111=11 11E 4T.'rff,_1=Far:Pi MEM az: hoffig•M/67217'11111111••11•1111111011111 1/111157•7111 IILIVECIANIIMMIIMI■1111111111.)/- 1 11111Friarar%711r :I1W1711111 . .,•,,,•;;K.'i_.)11,2-t1 IGEN w_14. IOTA 1 arE ITN u.,:ariPiiiirexilizr,iii■Esclims 11130711101;22xyrrilim 31/111 117T'171i>74111T7INtifi - /4..111■1111111111711 ITV IMIEM111611firria:ii. NEM :1111F11 :111/3111162.71.111111■11111111111•11111ET:111111 rlimmillioll ivirTmi 1E71111:321■1111MMIM ailEFT IFi1f11•11ENLIG'2.1 • FAA 1Ntial • EfOrIFIX(&.'1WITKL; ETIELT•=r :1LE 11 w"- I I 1 I IETal Et. • *AI E=AF.L..ifEINW17 iKiE51.112211.4:,—'".3....1Z.M1rOrIcal3AMIIIIIIIMIIPT 3 IA II Wal i'srz. miNINEMINIII imi1■11111 1 71111,7r i.•:_4/11 1,7.01 PM IFA 1, 1E7 2.1n117111(7/17.111=111111M Ifilf:aar...Litat.111(747,11/11111■1111111111111 129.111.1r17?771111/1774114A_ I 1/.11.11=WitriTh7,4' E747 x 1. WOOD t; ;911•111111=11111M11111 rc7AihjoimiuMu ria u 2 • r nrAMIL=%`4; • 1r1.53Luz.L'I.-13111/1204L.057a1111 '11111111. III Ira 11:111r lizirT415411=11■111111=11111111111•1 IPA IP 4 r•L'Atit. , :11 , 2 , 22 , .1E2...M1Ill.K.t.4 .-7 7411•111111111111111■111111 'IF11772]•Il 111 - • - •'• - '..LW LA I?, IN 11 lEitlir.Z.'CIETAWFD • • 11F • , 11.0DLX.1R.VISIi 0 crvrpty,..g the Flan tildiding Cock Accepts= No - DI= , „T■ • - tOth (.01 Eric S. Wan • 1•12d4a P. C. So. 41323 PR, LLC 1532 Wed. Ir Ratko 011aktil• at atattartattna 143 33233 Preparedly B ersor PTC, LLC Phone 321-690-1788 Fax 321-690-1789 . 0I l2 DM= NMI S-2I05 !MET 2 or A. SEE NOTE 2 ON SHE 4 FR OPTIONAL 1/2" & 1' 1.0. SEE SHEET /7 1.75" Milt PANEL THIC MOM SEE NOTE 1 ON SAT. 4 SEE NOTE 461 ON SHE HORI' ONT L CROS SE O _ A 11 I FOR OPTIONAL t/2" & 1" LO. ACIPLE SEE SHEET 17 SEE NOTE 2 ON SAT. 4 HORIZONTAL. CROSS SECTION S L N' D Mom Piwlda P. E. No. 41323 Rockledge rss arnmb of Adbxtuilks MD. eeoea Prepared BY PM, LW Phew 321- 690 -1788 Pas 321- 890 -1789 PRODUCT REVISED as complying with the Markle Eoildh g Code Acceptance No - 0 O . Datc YL MD 12 -13-01 SCUP. N.T.S owe. en MN aft en RW CRANING Naa S-2105 sraw of eee o0 oom G © �h ffitE ■ SEE NOTE 4 ON SHE 4 1.75' HUN. PANEL THIC V© O© e WV Ow 4 PRODUCT REVISED as complying with the Foida &d idhtg Cods :., etc 1I�3 %72 EEPE 12 -13-01 SOMA N.T.S. DM. CC WLN am are RW FOR OPTIONAL 1/2' & 1" LG. SEE SHEET 17 SEE NOTE 6 ON SIT. 4 0.75' SEE NOTE 5 ON SHE SEE DETAIL 5 ON SHEET 5 0 SEE NOTE 2 ON SHE 4 ® Al SIDOELITE TO LATCH JJAAMH NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE I4Pf>TIAi. ASTRAGAL TO DT 24CTIVE DOOR IS AS FOLLOWS FRO4(_.THF TOP pan & 714E ROTIOM UP; 1A. 2.5. 4.0: 5.5. 13.0; 18.0" & 280'. 2. SPACING FOR REM 123 THE 18 x 1 1/2' PLAS1REW IS AS FOLLOWS TOP & BOTTOM. HORIZONTALLY. FOR BOTH DOOR & S051115 PANELS; 10' IN FROM EACH CORNER, ONE IN CENTER. QN THE SIDES VERTCALLY. FOR BOTH DOOR & SMITE PANELS: 10', 13.0', 26.0; 39.0: 52.0', & 63.0' 3. SPA(N0 FOR REM 131. THE 16GA. x 3/4' BRAD 11(1M NAIL ATTAMA10 THE 3/8" QUARTER WNW TO THE SMITE & ITEM 159, THE 16G. x 1" BRAG TRIM NAIL ATTACHING THE MORMON CAP TO THE ARMOR LS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR 3/8" QUARTER ROUND); 1.25` IN FROM EACH CORNER WITH (1) NAIL M10 -SPAN. ON THE SIDES VERTICALLY: 1.25' FROM EACH END & SLY MOW EQUALLY SPACED ON THE FIELD. 4. We ATTACHING THE STRIKE PLATE TO THE JAMS AND BUCK USE REM 125. A 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE SINE PLATE TO THE J..WB MD &MU.1TE JAM8 AT THE MUWDN USE REM 124, A 18 x 2 PFH WOOD SCREW. 5. SPAWN FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MINION, IS AS FOLLOWS 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREE EQUALLY SPACED ON THE FTELD. 8. THE SIDEUTE PANEL IS SECURED INTO THE SWEU1E JAMB W/ RBA 129 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH REM 131 8RA0 TRW NAILS x 3/4' LOW. 7. WHEN ATTACHING THE H(7705 TO THE JAMB AND BUCK U E REM 127, A 110 x r PFH SCREW. WHEN ATE4C LNG THE HINGE 10 THE JAMB AND 51DELRE .4480 AT THE MILLION USE' REM 114. A 110 x 1 3/4' PFH WOOD SCREW. 8 SPACING FOR REM 149 THE 111 x 1 1/2" PANHEAD SCREW (TRIVET LIIETR4ME) IS AS FLOWS: LOEFRAME FRA4 114E 70P 007277 YEROCAUY: 3.25 ; 10.625. 180625. 25.4375`, 32.8125. 40675; 47.62r, 55.0' & 62.375 ". N1MR_JJTFFPAMF TOP & BOTTOM. FROM RIGHT TO MT- 3.25" 11.875' & 20.375 ". 505 RE Lit MI5 F 3.25 180625: 32.8125, 47.5625` & 62.625' DEUTE UTEFRAME TOP & BOTTOM. FROM THE LEFT; (1) AT 4.4375'. 9. ALTE72"ATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EMIVALERT PENANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR EWG72594 OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT 1&A0 & JAMBS. USE ITEM 125 TWO AMSTALUNG INTO MULU0"5. USE ITEM 1 16 WHEY INSTALLING INTO CONCRETE/MASON?). SUBSTRATE AT SIDEUTE SILLS. 0.125' MN. GLASS THIC INTERIOR FOR OPTIONAL 1/r at 1" LG. SEE SHEET 17 © SEE NOTE 2 ON SHE 4 1.50 MI4. EMBEQ SEE NOTE 5 0 Oti T.. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTI . AT SIDELITE TO HINGE JAM) NOTE .3 SHE 4 (I) €1)Q ®Q;, SEE NOTE 2 ON SHE 4 SEE NOTE 6 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0.25' MAX. SHIM Ole S�qW= Rarkla F. g E No 41323 ,336 Cedae35 S44k Bub an i Roddedge, 32055 11R WSW* d NYenmaa 1111 FOR OPTIONAL 1/2' & 1' LG. SEE SHEET 17 0.125" MN EXTERIOR 1` GLASS THIL 1 1 11 INTERIOR HORIZONTAL. CROSS SECTION AT SIDELUTE 70 BUCK SEE NOTE 2 ON 91411. 4 SEE NOTE ON SHT. 4 FOR OPTIONAL 0.75' � SHEET '& 1"LG.- Prepare(' 6y: PTA LLD Phone 321-690-1788 Fee 321- 690 -178S oarmo 504 S -2105 3NSer A. CF 81.25" • MAX OA FRAME HEIGHT Ga. m 5 SPACES 0 13.85" DETA0. 1 - 0 HFAD .lW8 ASFRACAL STS PLATE TYP 74.5" YAWL OA FRAME WIDTH ON THIS � • i r TYP. 5.s" SEE DETAI. 7 ON SW.. 6 — 12.5" TYP. SEE DETAIL 2 ON THIS SHT. vow DOOR mow S1DEUTES ANCHOR 1011M1OP25 1=11 FROM 2 EOOR 7375" 31" 31" 1 r r ;P. f2.125" 1YP. SEE D€14L 6 ON SNt 38.625" SEE DETAIL ON SHT. 6 3" rm. -r {-- -i F-- F- 7 3" trr .., Y TYP. SEE DETAIL 4 ON THIS SHE. MI.E DOOR W LCRUD S AN 12 LOCAII 6 MESEELESCRAMECE 70.25" YAWL OA FRAME WIDTH 3 O SEE THIS DETAIL / HIS SHf. DETAIL 2 - O THR ESHOLD DETAt< 3 - 0 HFJWD JAMB DETAIL 4 - O 7HRESH01.D ASIRASAL STRAZ PLATE SURFACE BOLT STRWHE PLATE SURFACE BOLT SHRIKE PLATE COIAV1E N1( FOR OEISTALLATUON ANCHORS e:v tolk dal fb P. E NE. 41323 P14. EJ.0 1E35 Cogsva41 Stmt. Ws 0231 SEE DETAIL 6 � ON SHT. 8 7.375" 31" 31" Prepared as MINIANIBMONSIM Arm' 4111111Z. PTC. LLC Phone 321 - 690 - 1788 Fac 321 - 690-1769 PRODUCT REVISED B u �yCod the Florida Ammon= No , ,;: Dam d= I(GYPi P Control ek 45 so 5 al< 1 Wit Ewe 12 -13-01 ICAO N T.S. ttro. tm WO/ O4L en RN MAW KOs S -2105 sea ,_orb iI I 1 — 7 - i 1 1 111 "'I 38.815' ' 1 111 1 1 1 SEE Ng5 ON SHEET SEE OETAG. ON THIS 11 - 4 7 SHT. - 1 t l tl �I TYP. 1 1 1 1 81.25' 0.A. FRAME HEIGHT 4.5' 3' TYP. -- r Tm.-1 J" 4 ~ r TIP. 7 TYP to7' AJAX OA FRAME WIDTH 8' TIP 6' TYP. r TIP. SEE DETAIL 1 ON 51&T 5 11.125' SEE DEMO. 2 ON SHEET 5 224111 0008 iY71H SIDELRES AHC1 LCCE26 MIEN FROM 60802R SEE NOTE 7 ON MEET 4 6 TYP. J' TYP. 3 TYP. 7' TYP. 1.625' TIP. DEGILZ suRSCE PLATES TO ASTRAGM. SEE DETAIL 6 ON DOS SW.. 0 STRIXE PLATES ID JAM SEE DETAIL J ON SHUT 5 14 8' TIP. 8 SPACES 0 11.54" SEE 1)E'8IL 8 ON DOS SHE L__ 37.75" M -1 81.25' Ida FRAME 1 1wT 5.5 I % 3 8.825' SEE DETAIL 4 ON SI1ET 5 57104E DOOR WITHOUT WELDS ANCHOR LOCATE SEE NOTE 4 ON SHEET 4 IAEIYED FROM INTERIOR JV I Lo lc� Illabea Ra Id0P. S. N5 41393 PPS. Ya 1533 Cogswell Strut. Sae C55 13331451ge. flarkla 1a12 WIN , ar waertrown s . awe 7.375 31' 31' PRODUCT REVISED es coanpfying with Om Florida Ba23108 0411 Acceptance 4,rit SEE DETAIL 8 ON THIS SHE Prepared OF PTC, LLC PhOtAN 321 -520 -1788 Fax: 321- 650 -1788 2 . 3 E 1 12 -13-01 N.T.S. mom awo.Ira RN au tr. Rif 5-2105 ear .L EXTERIOR INTERIOR GUIENLININLALLNIEME SSE PANE 1/8 TEMPERED GLASS W/ 1/2' M01. GLASS BITE SPARTECH POLYCOM PP 5530 C13 47 t DETAIL. MOM IIIF FRAME i INSULATED TEMPERED GLASS W/ 1 /2" MIN. GLASS BITE LUPOY EU -5007 0.125' TEMP. GLASS 0.125' TEMP. GLASS © ealtratELKAOLLOLEPME 1` L0.U. W/ 1 {8' ',VEERED GLASS W/ 1/2 MIN. CLASS WE SPARTECH POLYC=M PP 5530 C13 ® GLAZING DEfA1L ITINDY LOTS FRAME 1/r LNSUTATED TEMPERED GLASS W/ 1/2• MIN. GLASS BITE LUPOY EU -5007 0.125' TEMP. CIASS 0.124` TEMP. GLASS Wa Florida P. F. No. 41323 Radar*. Florida �! CS Nib aolltata or Mherteeam to PM Prepared ax SWEITIWIW Phone 321- 690 -1788 fore 321- 690 -1789 FRODTCT REVISED ea complying with the Florida Thai** ('.ode Acialilansia NO e > 1 DOB 12 -13-01 SOUL N.T.S. OW. Rd WLN an( en RW NO.t 5-2105 Career _Z aF L 125* l. 17 I -- 4.041* 18 massameserlimina 0.051" THK. 69LL ALUPANUM 1 ( .11ZEIALBAIL VZ/24C1i (.020, STEEL r 71 I i - I --i T --- 1 0.62' 1.75• I L L_ 1 ASTIMS.J. MS TWO .312* 021. x 9" LONG BOLTS; 1 1 ON TOP, 1 IN BOTTOM •-•-I 1.02 I-- ()ow-Ts ALUMINUM t/Y/!0 t or / . • 1-1 Lae r . -1 0 amsoreguiglicaff V:41111 0.125 STEEL) 0 Y LV1. -- r 0.25- r 1-38. 1 O P sfilu te e t - °513 GMECELIBRIIME 0 EWE SCHLEGEL 13-LON 065 650 0231" KNXIMELIIIIM v.::/ MUMMA MDF x 3.0" --row r At •1 114. (0.2e THE STEEL) • —••• 0.375* 0.375" RT ;UP; at: 1.9 SW 0 1 .,...//, V,z-,z ,.'„ ,, 1 ., . ,,,,,, ----- — / z ., , ,,,,,, , ) .,..•_,;.■ , . 6k . 1.2e 2.4375" 2.ir L One .. 1.08" t— 0 Z67 (.1\COtni OM •1/4V8OLT STRIKE PINE T 0 0 0.125' F..—± 0.75" 0 0 0 0 0 0 0 L 0.097.--ll- 1- v.:/ 4.000" diaLSEELLVESEa 4" x x .002. TM STEEL Prepared 6): 411"nlIaLy P1C. LLC Phan= 321 Fes 321-890-1765 were 12-13-01 =IL MTS. BY MX 49. 1* KW ORINIFIN 110.t S-2105 6 Par _IL or _L.