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RC-13-0109Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 195427 Scheduled Inspection Date: July 18, 2013 Inspector: Rodriguez, Jorge Owner: BENSON, ERIC Job Address: 361 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER dunamg uepanment comments ENCLOSED FRONT PORCH Permit Number: RC -1 -13 -109 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060135090 INSPECTOR COMMENTS False July 18, 2013 For Inspections please call: (305)762 -4949 Page 20 of 20 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 18, 2013 For Inspections please call: (305)762 -4949 Page 20 of 20 r� BUILDING Miami Shores Village k-;, 19 Building Department BYa- _ --- a_.__.- 000 ®___ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 Permit No. 12 � — / --1 3 -1 c 9 1. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: ® /., / d� City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Zone: n 0 OWNER: Name (Fee Simple Titleholder): -J; I Jj r :< 3e rt sc ,-i Phone #: 6 J'- 713 3 °,23 0 4 Address: 3 l , / A) O 6 IS ,4°' City: j State: (o-- Zip: 3 / 3 K Tenant/Lessee Name: Email: 0_ -0 CONTRACTOR: Company Name: z2 co --) -e.,- � d d 4LL- Phone #: Address: City: State: Qualifier Name: State Certification or Registratid", Contact Phone #: DESIGNER: Architect/Engineer: Phone #: of Competency #: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Additio,n°y DAlteration ONew ORepair/Replace ❑Demolition Description of Work: l� C j c i `� GY [ � � b l E° T %� i �i l'r L� (� e tl ✓t, `7 t+°'6. / V 4 ei± A,g' W v iJ sire 6 �� o r thru N : < e e a� Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ID 'IOU Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip i Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The fore ing in day o who is) 4019-2 NOTAI LY Pal My Commission Signature Owner or Agent k� �,, , / Contractor 4nnt was a owledged before this The foregoing instrument was acknowledged before me this 2 by Mdayof , 20 , by known me or who has produced o is personally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. commission # EE 1 Bonded Through Naha 15 NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY % f� Plans Examiner Zoning Iq k4,41 Structural Review Clerk (Revised 5/2 /2012 )(Revised 3/12/2012) )(Revised 06/10 /2009 )(Revised 3/15/09 )(Revised 7/10/2007) • PC,, r 1 Fro c) o r N D i� ss a r ✓� e w n r-- e 5 �-t� e... ♦5 0.- s o A — . i" �s.� ,S l (.J'°� -- ✓�.X/ V � � J. f � v I 4 mil. c� a -- - _ L:ik k cc's � � l -CQ lD 8•.1 b-- s i n l.e- C J J r ors a0uVe- AOL -S J _4 C- e- a n n r a 4e- i n • Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 R e.ls -lo Permit No: Page 1 of 1 Structural Critique Sheet �Pecl,i'- Cj'4VLrlf!:) C� l.i,� (�&! l R -'Ei'rs 1,S PAD PZ59D, STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re- submittal drawings. Mehdl Asraf Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: JC137 ) DATE: s J--T • Contractor • Owner • Architect P' u 2 sets of plans an p p d (o Address: ,, I From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departmen continue permitting process. Acknowled ed by: / PERMIT CLERK INITIAL: RESUBMITTED DATE: ]""11 1 :5 PERMIT CLERK INITIAL: -cuss id es April 17, 2013 Miami Shores Village Building Department Syed Ashraf - Structural reviewer 10050 NE 2nd Avenue Miami Shores, Florida 33138 Responses to Building Comments Permit Number: RC 13-109 Address: 361 NE 102nd Street Structural Review: 1. Specify grouted cells where reinforcement is proposed - Please see revised details and elevations in sheet S -1 showing proposed reinforcement with appropriate rebar splices; 2. The code references must be current per FBC (2010) - Please see revised structural notes in sheet S -1 showing current codes Please contact me at 305.310.5030 if you have any comments and /or questions. Sincerely, U Victor J. Bruce A.I.A., LEED R AP Architect AR- 0017103 A&I associates, Inc. 370 NE 101s' Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 -408 -8280 email vbruce @ai- associates.net { �1 f April 17, 2013 Miami Shores Village Building Department Syed Ashraf - Structural reviewer 10050 NE 2nd Avenue Miami Shores, Florida 33138 Responses to Building Comments Permit Number: RC 13-109 Address: 361 NE 102nd Street Structural Review: 1. Specify grouted cells where reinforcement is proposed - Please see revised details and elevations in sheet S -1 showing proposed reinforcement with appropriate rebar splices; 2. The code references must be current per FBC (2010) - Please see. revised structural notes in sheet S -1 showing current codes Please contact me at 305.310.5030 if you have any comments and /or questions. Sincerely, U VW Victor J. Bruce A.I.A., LEED R AP Architect AR- 00 17103 A&I associates, Inc. 370 NE 101 s, Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 - 408 -8280 email vbruce @ai- associates.net 10 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 184485 Permit Number: RC -1 -13 -109 Scheduled Inspection Date: June 20, 2013 Inspector: Rodriguez, Jorge Owner: BENSON, ERIC Job Address: 361 NE 102 Street Miami Shores, FL Project: Contractor: <NONE> HOME OWNER Isunamg uepanment comments ENCLOSED FRONT PORCH Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 1132060135090 June 20, 2013 For Inspections please call: (305)762 -4949 Page 4 of 40 '. OSSOCtk7i65 !i.. vlcl�a.e hk�- 31Q�W9A EXISTING" CON CRETE _ 8-�— —� CONC. BEAM W � LINTEL ° °a °-- o r °I #5 TOP & BOTT. t° FF 7 7 a ( 6" EMBED INTO EXISTING LINTEL l� C & EPDXY RETROFIT + °j NEW FILLED CELL FILLED CELL W/ a W/2 #5x3 --- 0 2 #5x3'_0" DOWELS \ DOWELS i �Al 1 ow mum IBM 361 to Im 1 sheet I MA6ONRY OPENING REINFORCEMENT r snaes. R. 33138 a SCALE: N.T.S. Rear door masonry opening retrofit A -9 Of 1 t Miami Shores Village JAN� 2013 Buildin g Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 9 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 -- NNI C, FBC 20 )0 B IL IN Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS:. 3 & z &167- � ®,S,21-,�f e- City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /�, ,n 5 a Phone #: Address: 3&1 Al C162 �-- City: , Z�4 ®`Q sv- * S j , d / e ' State: Zip: 3 5,3 f- Tenant/Lessee Name: Email: CKONTRACTOR: Company Name: Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $,.,C� Square/Linear Footage of Workk: /� $ Type of Work: ❑Addition OAlteration ONew ORepair/Replace ODemolition Description of Work: L j Q f / 6 -,s e rn '_3 r C- 4 a 0 jyj Ja c C 1,1 a e c, e cJ Color thru tile: J Submittal Fee $ °� Permit Fee $ ,0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address city State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip .0' ! -f Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by C CJN P,19- BrtNE) , who is personally known to me or who has produced rk 1 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 00 NN I1I, Sign: Print: a llh My Commission Expires: APPROVED BY �� Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3115/09) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: //-F2/Wining V Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: fir►); ��.5 6 .n. DATE: Xg gl, 3 ADDRESS: 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 new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or gubstantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial Al 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my properly. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who i not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htta : //www.mvFloddalicense.com/dbor /pro /cilbfindex.html Initial 11. 1 am aware of, and consent to; an owner - builder building permit applied for in my name and understands th m the party legally and financially responsible for the proposed construction activity at the following address: ^ A Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the in ormation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person wh not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this C?\ c7\ day of ���20 By , &,4309..1 who was personally known to me or who has Produced there License or c-- \ —\ -�:) as i fta filWi4' , / Z�- OWNER 4 YZ o 'mom -,, oq ..... ,.� 4 NOTICE OF COMMENCEMENT CFN 2012ROVIT047 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOWR 9k 28410 Ps 1061; QP9) RECORDED 1212012012 15:32'27 HARVEY RUVIN? CLERK OF COURT PERMIT NO. C 1 TAX FOLIO NO. 17 `010 MIAMI-DADE COUNTYP F1 -ORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,- the following information is provided in this Notice of Commencement. 1. Legal description of property and street / addreAs- % AN&M 5"A6 So- I &!Nb "s lb-40. 6y_z_ tori-9 ZDf ?-1 &K _37- 2. Description of impEQvement: i�72ZWC: muz 3. Owner(s) pame and addres,% tt-gle- g r.tjjne,- f4*,js,_w 3(.1 tie JID44j-, 1A%Ayk I Interest in property: Name and address of fee simple titleholder: 4. Contractor's na rlie and address: lee- 1LFbL.M /JLJ G cl ),-kkAyL-k 5. Surety: (Payment bond required Name and Address: Amount of bond $ 6. Lender's name and address: by owner from contractor, 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) . — t Signaturd of Owner Print Owner's Name rc.%ON %a: Prepared by Pau' Sworn to and subscribed before me this day of !jfC 20 Address: Notary Public: m�,-tm ii,,�o &x Print Notary's Name: _V My commissi My COMMISSION # EE106W amm momh 10, 2016 3 �5ATE Or' FLOMDA, CC)LINTY OF DADE RESY C ERT� F Y t�,al iho lu q mg i� a 4�w am! Cal rell U L�q vi Uh -IT�,�inal On We* M..­ L &6 AD 20 8 FARVEY RUVtIN, Cleo, d CircLM z-nd Cc�w, f Cw.�7-tt osputy Ora-aLk Permit No: 13 -109 Job Name: January 25, 2013 Building Critique Sheet Page 1 of 1 The scope of work is the addition of living space. A level 2 alteration does not include additions. The notes for structural components on the architectural plans do not match the structural plans. Remove or correct notes on the architectural. !' The minimum prescriptive R Value for the ceiling is R -30 and R -6 for mass walls. /Xote 4 on the demo plans shows removing non bearing wall. The location of the wall would indicate that this is a bearing wall. Provide details of the method to support existing loads. /he horizontal roller window openings exceed the maximum window size allowed on the product approval. I he new entry door does not meet the minimum egress requirements. Identify an alternate egress door not in a lockable room or install an egress door in the new opening. Show the tread width and riser height for the new steps. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami shores Village Building Department RECEIPT PERMIT #: —109 DATE: ❑ Contractor gbwner ❑ Architect Picked up 2 sets of plans and (other)/ter "�• Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: -- PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: C' I s _ ts�'1 11,6/121 Structural Critique Sheet Page 1 of 1 STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re- submittal drawings. Mehdl Asraf p io t ML4M -DADZ COUNTY PRODUMCONTROLSEMON 11805 SW 26 Sftec4, Roam 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 3 M2599 .miamidomov Daw NOA No 1 03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Ettroteeh lindustries. line. NOTICE OF ACCEPTANCE: EVIDENCE SUBMII°I'ED A. DRAWINGS I . Manufacturer's die drawings and sections (transferred from file # 09-0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets l through 5 of 5, dated 01 /15104 and last revised on FEB 01, 2012, prepared by AL Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS (transferred from file # 09- 0310AS) 1. Test reports on 1) Air lufiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 5) Large Missile impact Test per FBC, TAS 20194 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). BETI 08 -2021, 0 9-20220 08-2023 and 08 -2024, ail dated 03/15/08, signed and sealed by Candido Pont, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test per FBC, TAS 20294 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outndng door, prepared by Hurricane Engineering Testing Ivey Test Report No(s). HET1= 03 -1882, 08-1889, 08 -1890 and 08 -2024, dated 01/15/04 thru 02/0912004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 0"W.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI 04 -T100, dtd 01/29 /04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmed, P.E. 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04128/08 and last revised on 06- 02-09, signed and seapel by ArAW Viqar, P.E. (transferred from file # 09- 031005) 3. Glazing complies w/ ASTMB- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dace Department of Permitting, Environmeirt, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-06U.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus", expiring on 11/14/17. 2. Notice of Acceptance No. 11-06U.01 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25 /12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. Skag \. UgK� bbeq L Cbanda, P.L. Product Control Esaminer NOA No 12-0M03 Bzptratlon Date: Jane 10, 9014 Approval Date: May 03, 2012 E -1 K � -r Cri..� �k '•� � .. e e �. e. L subnix This review is er?Iv Pi ene with ;r gr general cctmp,'4uI:_- ir" the Ccrr Z�j this rc k:',v -ads Fti ;. SE S and S�St':`Y�Sv- r'r s , �rl J1211i 'Yee , is }1 YRG3YJ r '� E v�S "tc P n - st TI.P ti �PQr(t v -h ; rC I r s .5dt aril 1 l 01 13 i t / / u / u / / 1 n / LBAF 4 � APPROVAL LE (X) AND DOUBLE (XX) LEAF DOORL ALSO SINGLE SINGDOORS IN COMBINATION WTH SWEUTES USING MIAMI- E COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIOEUTES IN COMBINATION WITH TRANSOMS USING MIAMI-OADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM ERR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS SM DERMW AHD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ� WOOD BUCK; 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SiRIJCTtItE ANCHORS SHAD. BE AS USTEO, SPACED AS SUM ON OETAO.S. ANCHORS £M18EDMENT TO BASE MATERIAL SHIM. BE BEYOND WALL ORESSDIO OR STUCCO. ANCtIOt0N0 OR LOADING CONDTRDNS NOT SHOM IN THESE DETAILS ARE NOT PARIT OF TWS APPROVAL. A LOAD OURATION INCREASE IS USED 01 DESIGN OF ANCHORS INTO WOW ONLY. M94ftOdALS UNCI UDINO 8UY ImT LJLOTED PD �/�TAL SCREWS, THAT COME OITO CONTACT 90TH OTHER DIS91& MEA5 U1tS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOO. CODE SECTION 2003.8.4. 31 a 39 N2) ADOL ANCHORS SEE SEPARATE NU FOR SIDELRE AT 3' O.C. RATING AND DEM" AT MTO. SW DIDS ' m 990. R WOOD FODMIA It 1 It N i 11 U 19000 1311011 IATmN$ FRAFi ONLY DOOR "Illm 13' 1 SURFACE APPLIED SEE SHEET 2 11 1 tl FALSE WAIN FOR t a VAY BE ;�I 1 1 ILL 31r u• 4 a:t�.ti THESE ODORS ARE RATED TO LARGE 4 SMALL ML15U IMPACT. SHUTTERS AM NOT REQUIRED. � tt � u W—LfIVE =41 R I1 / I ;�: I r I n A�PIeHlla 1� Q 8 i7 a� L ill[ i .. d 2 'n. wvvm g no. W04 -01 'e. SEE SEPARATE NU FOR SIDELRE RATING AND DEM" ' It 1 It N i 11 U 11 1 t ;�I 1 1 ILL 31r u• 4 a:t�.ti THESE ODORS ARE RATED TO LARGE 4 SMALL ML15U IMPACT. SHUTTERS AM NOT REQUIRED. � tt � u W—LfIVE =41 R I1 / I ;�: I r I n A�PIeHlla 1� Q 8 i7 a� L ill[ i .. d 2 'n. wvvm g no. W04 -01 'e. 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A9 Z 300019 VANIYMW 0341111/10 am 9= mam -0611 �SSd�e'[JFtIl�A(A' sits .b /f x of (a) tuna 0 imm mm .b /t -9t x .* /l x .b /t -t 3ww 3x005 w a312U No Will 614au GIN a0ww NO 03119 M Aix VIII 0e RM .K 31os x907 MM M MAW MM 1100d f 'SHOO OFI 39IML4+53L NO4YaltJtO L3riA 3LLiHat &x wrrhfn a 1101 amud" sa00o ova 0'SL 0/9 O/C 0% 9/9 0'Se ci O'88 0'4L o'se ni o% 9!c o/f, 9/9 olm o'St 9 98 0 4L ose o 41 9/ sc 0/c (-) on M '1x3 mmv H1GVA A XCLU Sam am aooa suooa (x) mom dw - A=YdY9 QYOT Nolsaa \ / / r • -1 Dp= L4 MAK 1' SMS WAX. DF SILL WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. e.177 No. ry.155 Ksl) STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY ,914 SYS OR SELF DRILLMO SCREWS (CRAPE 2 UM INTO MIAMI -OADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8' TH L MIN. (Fy - 38 KSI MIN. ALUMINUM : 1 1B" THK. MIN. (8083 -75 ION. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) nM" ENE DISTANCE YBBrKItVt INTO CONCRETE AND MASONRY a 2 -1/2" MIM INTO WOOD STRUCTURE a 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. N* M CONCRETE AT HEAD. SILL OR JAMBS N'6 . 3000 PSI MIN. ,. C -90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. wow SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50728 'SEAtMM tl fd 01 2w Q-5 ! • . O I h G 8� x4l $ Z S W04-01 • p 5. n a.�aaana oil I •.. -- - -- - - - - - -- -- I v a x 4 (( )} V Far a o s p � x 1 ° ++ all. •A � •T. �E I �aag 1 g $ • do of -I5-N no a ears+ ALUM OUTSMG MMAKE DOOR LM.L) AL•FAROOQ CORPORATf C) « EUROTECH INdUSiRIES INC. 22361 . at PFMLoroavAOt+lx P a/r ' 1 n aIirEwl axtseaw s7 AVE I a sn nwro c o+zs+ +ao.,EV m m+o roc 4201 N.E. 12TH TERRACE MtAMR . BLOIRUM"=s74 $ FT. LAUDERDALE. FL 33334 ,EI..c3M2e4aM FAZ.t� • eet 1'LI�. tom) M-9M si c lss4) LV -021-1 COUP-ANL 1104 -oLM s� I r J Q) o m v 7L mm g$ dam 01-15 -a a ALU1! OUTSMNO ENTRIWCE DWR (LW. AL-FAROOQ CORPORATIOz 46 • . r • ao awac P r EUROTECH IND!lSTRIES INC.nt�rr seem e o��� aawY an 4201 N.E. 12TH TERRACE Mtanl4Ftot3slaa I b. KOW a o+sa� 1-o cawac O 0 FT. LA —DALE, FL 33334 UL(3M2844M FA%.�28268 Uo'• TEL (964) 830 -9987 FAIL (904) 870 -6217 COMP- MfL \ 0 Z { Flonda BWdm 8 Wjlw WW.flond8buildmg.Onjpr%Y_ilj? d -01)9 II"WGE'M. APPn®ucxl rrix - COde VetSiOR 2010 Application Status /w y. Approved C Y ' omments ! t t a'l Archives ^ Product Manuftcturer Custom 1900 SW 44tli Avenue Window System Iffr Addles Pt%on= �>inaN r �° Ocala, FL 34474 (352)368 -6922 EM2a7 r +.ta aa.,s mlafevre @cw.= id 110 not Michael LaFevr2 Authorized signature miafevret�Oaasce � .•��= '�^fra•a e a �" �� e-vtirl .f o Technical Representative Brian Terrace Address/Phone/Enlali 1900 SW 44th Ave. Pis dJ `o%%,ii 'I41f: n I @'�-0C.'!Li Yrr �-� tiW a_P�fUii to Ocala, FL 34474 "a cunelatcd at the joh"ht� -ti (352)368 -6922 EXt fbb6c:i!f-)t1 btenace ®cws.tx and prc Ct un.-s (^ SCIE�bt ESbd :J 11 ^ ra ita�d a °.^i'l quality ASsurance-ReproSM""ve Jeff Thompson Q WC. O#'all gyp ° AddresgPhane/Email 1900 SW 44th Ave. all airx h3 a safe a Ocala, Fl. 34474 (352)368-6922. W 1 wvson @cws.cc Category Windows Subcategory Single Hung .com lance Method Evaluation Report from a Florida Registered Architect or a 4icensad Florida Professional Engineer -B Evaluation Report - Hardwpy Received Florida Enolnew or Architect Name who developed Lucas A. Turner the Evaluatlon Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03101/2014 . Validated By Steven M. Urich, PE E Validation Checklist - Hardcopy Rer3elved Certificate of Independence Referenced Standard and Year (of Standard) Stand XM AAMA4WDMA /CSA/101/I.S.Z/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -05 2005 ASTM E1996 -06 2006 PA/TA5 201/202/203 1994 WIAMni'7 0.19 Al V Florida Buildrpg Code Oulu E Pwwenae of Product Standands Certified By Sections frmtr the Code Product Approval Method Data Submitted Date Validated Data pending PI C Approval Date Approved hbp://wwwloridai Wid*wV*/pr_aPP— dd -eslP ='M*WL Florida Lim Professlonat Engineer or ArdfteCt M San Its rwn► SM -8100 F Method 1 Option D 12/01%2011 12/13/2011 12/20/2011 01/31/2012 it 1 Model, Numfrer or Rayne Description I 8100 Vinyl Single Hung L7Mp a-f Use t ;1 Approved for use in HVIM Yes (D Approved for use outside HVHZ: Yes impact Resistants Yes Design Press MIA othmt UUVe MiWIG, sea bstallation dwgs. for Max. size and DP. 5823.2 1 SH -8100 cont Hd. & 501 Lhvdw of Use Approved for use In HVHZt Yes Apprpved for use outside HVKU Yes MMV=2 Resb bUft Yes Design P N/A Large Missile, DP +67S/-70.0 psf w/ std. sill, DP +/- 70.0 psi w/ high rise, Rex. size 741/8° x 63'. Outer lite in i.G. must be safety glazed when used above 30 ft. In HVHZ. 5823.3 1 W4100 Cont. Hd. & SO[ Limits of Use Approved for use in HVHZr Yes Approved for use outside HVIM Yes Impact Rdeleterft Yes Design Pressmer +57.5/ -67.5 other Large Malls, DP - +/- 67.5 pst, Max. Size 74 1/8' x 72'. Outer Iite In I.G. must be safety glazed when used above 30 ft In HVHZ. Instalation Irons FIM3 RS n CMIS44M fSH- 8100,jM ContHdSModf Veritlel By: lutes A. Turner 58201 Created by IadepandentThird Party: Yes et kvUtion Reports Created by Independent Third Party: Yes S623A SH -8100 Vinyl Single Hung Heavy S+8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use xrrstaaation ustractions Approved for an in HVKb Yes C 23 RS n CM S:3M fSH-8100 lmwAt. SUM 100 Approved for use outside HVHL• Yes DPI.o� Impact Resistants Yes VerMW By: Lucas A. Turner 56201 Design Pmosum + 100%100 created by Indepandent'rhird Party: Yes outer: Large Mlolle, 52' x 72', +/ -100 p5r w ah rQw3 RS AE DuPont a.p Noe► 11 -0624 02 odP niy�tnq +n n.no a♦ r ` Florida "d"Co& Online O Wp:/Amw.SoridabWdin&orgpr /pr aW ail Wx?Par 'GL'M IIIAMII 0.29 s% SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT( :UWF:M 918* A wTH 831ts• T 0 f }+OVEEIBALL FLANGE,WIDTH- • I MAXUMTWIDTHT Q / 3Z� FHEr3 iT X { OLD / SAM HEIGHT t 2� 64458 DLO WEEPS 1TYP1 T 31 fig• 11MXSASH WWIDTH mxge OUD 4911W MAX SASHWWIOTH DESIGN PMSSURE•RATINC+ DES 0 + - TABLE OF CONTENTS L NOTES & ELEVATIONS........1 t SCHEDULE & NOTES». » —.».2 J VIEWS . » »........ »... IONS & B,aJN »... ».. » »..... ..» . ».8 ATION ,. PVC IMPACT REOUIREMENT: 1. THE PRODUCT SHOWN HEREIN 18 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION Z. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "= 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1 SW POSI'1 NE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER NKTRA71ON TEST PRESSURE AND GLASS TABLES ASTM E 1300. 8. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IR;THE DESIGN OF THIS PRODUCT. SEE SHEETS 74 FOR INSTALLATION DETAIL. WOAD LOAD DURATION FACTOR CdvJ a WAS USED FOR WOOD ANCHOR CALCULATION& a PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT.BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: ISIM- 210.3888.1, 4A, 2, 2A, NCTL- 21030 -1. -1A. -2 -?A I SERIES! MODEL DESIGNATION SH•6100. 10. IX OR 2x WOOD BUCK OR STUD FRAMING TO BE OESIGNEO AND ANCHORED TO PROPERLY T MNSFER ALL LOADS TO STRUCTURE. SUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X u OPERABLE BASH, O = FIXED SASH DT.O 11 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR•LOCAMOM 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37° X 82" Lvm A Tam , P.E. 2011 -11 -28 00" .00 Az PRCPMETARYARD CD6s10SRt98. TM tNFMMT= COWAMM 04 TM MY= I& "ME PWPM fTM wNDarJBYSTT�19, NC.�wv10 D=04wP/YtTCRASAw1ro[eYA1FwUFn1E WRITTEN PERNUasoRaF clsTOUwumawWSTTaTet RTC IBPRON011E4 B UPDATED PER 2010 FBC LUMA-TURNERFLP-E-MMI A IUPDATEDPERNEWFBC No 88201 '•`A 1800 SW 44TH AVE. ** CALA,FLORIDA 34474 )CC ENERAL NOTES & ELEVATIONS - BTATH OF f, lft • ». r. 8 I. • N r MAX MAX" MAX um ///o A i / 1 / I / 1 X IV NOTES 63118' n =+ c .1 \-- INSTALLATION 'MAXUTW87TH MAXUTW80 ANCHORB.SEENOTES P INSTALLATION ANCHORLAYD- tFUME) 718iU FRAME (MMIONIM MAXUNIT812H:63mx76 ANCHOR LAYOUT -IF THRU FRAME D MAXUNITSID8:83IM08 -- - -TIU- - l ~` �, MAXUNITSRE367T67. ANCHORLAY=-(FINI THRU FRAME UAXUNIT8M,=x62 (N88WE@PlOCKB) (WtSYIIEFPLOCKS) P+67 L76.0 OPi67.6f-76.0 NOTES: �a67 6 OP +67.8 11. INSTALL ONE ANCHOR AT EACH LOCATKN.86l.ANCHOR SPACING 8AMEA8 HEAD. 2.8MMAS RwoATEAcHiwrAuATtowANcMoRusm LOAOBEARIN0 mom MNL ALLOWABLE SH8d 8TAcKTO 8i11AC. USE OHM W14ERE BPACS GREATER THAN 1M8" IS PREUNT. 3. LOAD SEARING SHIMS SHALL BE CMTRUMM OF HIGH DENSITY PLASTIC OR BETTER. WOODSMIMB ARE NOTALLOWRA. 3116' DIA ELCO ULTRACON . ONRY ANCHORS MUST BE OF WRFOENT LENGTH TO A2ME A MIN. EMEEOMENTOP I tW INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BIM WO MASONRY. A WOMUM EDGE DISTANCE OF 2 112' SHALL Iffi ACHIEVED IN 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICISNT LENGTH TO ACHIM AMIK EMBEDMENT OF I SWINT02 8Y WOOD BUCK A MIMMUM EDGE DISTANCE OF 718' SHALL BBACHINEDIN ANY DIRECTION. &OSWOODSCFtEWANCHOROMLW13EGFSLWFICENTLEKGTHTOACMEYEALItLEWUMMMOFI 117' INTO BY WOODBUCK FIN M11ALLATION. AMINIMUMRAOEINSTANCEOFIWSHALLBEACHEYEDINANYDIRECTIOtL B UPDATED PER 20IOFUG T. ALL INSTALLATION ANCIMSMUBT BE MADE OF ORCOATED WITH A CORROSION REIBSTANT MATERIAL DIBSBN M MATERIALS OR MATERIALS IN LUOMA TURNER, FL. P.E., 882Bi A UPDATED PER NEW FBC CONTACT VM PRBBWM TREATED WOOD MUST BEPROTECTED TO PREVENT REACTIONS. S. I SIALLAMPN ANCHORS SMALL 85 IN ACCORM M WITH ANCHOR MANUFACrAMR'8INSTALU17WN iN MICTIONS, AND ANCHOR0 o11111ggN/►1 I, SMALL NOT BE USED IN SUBSTRATES WITH STRENWW LESS THAN THE MOWN STRENQTM 8POCIRED BELOW. vt �MN . �� T(/�VA, 9. INSTALLATIONANOIORCAPACITIE8FORPRODUCTSHEREINAREUMMON8UB9 TRATEMATERIALWITHTHEFOLLOWINGPROPERTIESAW000• MUOMLtlViSPRC1FICGRAYITY�G *066(80UIHERNFINEORGREATER) ,NO 5B20i 19 800SW44THAVE. B CONCRETE - MSNMW`i COMFAE88NE STRENGTH OP 3 2� P8L A * i * SPCALAFLORIDA 34474 C. MASONRY- STRENOTH CONFORMANCSTOASYM C-W. GRADE N. TYPE I (OROREATER} y 1A 8BAUNG AND FLASHING BTRATEMES FOROVERALL WATER RESISTANCE OF S�TAU ATION SHALL BB OONB BY OTHERS INACCORDANCE WTH TH$ %G %% %. BTA -e of ANCHOR 8 CURRENTVERSIONOFTHEFOLLOWNGR ICE DOCUMENTS %. 0, 4 ��4/,: 8100 FMAWMA100( FINYYINDOV�I�FMAIAAMA200MANGEWINDOWS ), PROPRdW1YAMD00l11iD6N1NL F7IWUVOMa2 20(BOxwINDOWS).FMAIAAMAW MA300(EXnWCjiDOOR4 SYSTR�us .W- AYR=P==WPAWrrOR"AV"UV MOUrTFE ��� a•!d A: SINt3IE (3 PVC xnvnreNV6rmass�w +a=eusrawvwmowsysm+s.wc Ib�+owrn►eo '���tip/1�iu��� ED LIME SASH LITE FAC GLASS TYPE A FULL SIZE 8.OVERALL INSULATED OLABS 9' TEMIPL'IR D IV AIRSPACE 18• LAMINATED GLASS 8' ANNEALED 99' PVBINTERLAYER BYDUPONT V ANNEALED RASEALSYTRUSEAL PURL= GLAZE *W OR Sg1AFLEX W2 I m FACED LIiE SASH LITE GLASS TYPE B FULL SIZE PROPR@TARYAND COtF1Ot4pTfAi. TH87*M1ATWCOWARR99JTW8CRAW Ml57W80IE PA'OPE71'tY w9mw1sys7eAS, txe.AEIY RFPROOgCT10R W PAR7oRASam�w�vwrxour TN8 wrarlt; Fevewuesr�uoFCtsrau�wwnaowsrsTe ►�s we rePRaa9�sEo LUCAS A TURNER, FL. 718' OVERALL INSULATED GLASS . 118' TEMPERED 7116• AIRBPACH W18' LAMMED GLASS 118' ANNEALED AM PVS INTERLAYER BY DUPONT 1A1' ANNEALED DURASEALBYTRUSEAL PURtrEOT GLAza -*r OR SIIVIFI.EX so IW GLASS SITE 7RL' OVERALL tNLAAAT8OGLASS 7B' OVERALL INSULATED GLASS WV ANNEALED 116' ANNEALED 7 /18' AIRSPACE 7118' AIRSPACE —SIC LAMINATEDG ASS 3116• LAWNATEDGLASS Ub ANNEALED 118" ANNEALS It PVB INTBMLAYER BY DUPONT 898' PVS INTERLAYER BY DUPONT Ll 118' ANNEALED Ur ANNEALED WRASEAL BY TRUSEAL DURABEAL SY TRUSEAL EXTEMOR 1 PURFECTOLAZE'WORSWAFI.EX85II PURFEOTGUAZE'It'ORSMAFLEK552 1 U2' GLASS BITE j 11d' GLASS SITE r� 9 n�(75 .. ED LIME SASH LITE FAC GLASS TYPE A FULL SIZE 8.OVERALL INSULATED OLABS 9' TEMIPL'IR D IV AIRSPACE 18• LAMINATED GLASS 8' ANNEALED 99' PVBINTERLAYER BYDUPONT V ANNEALED RASEALSYTRUSEAL PURL= GLAZE *W OR Sg1AFLEX W2 I m FACED LIiE SASH LITE GLASS TYPE B FULL SIZE PROPR@TARYAND COtF1Ot4pTfAi. TH87*M1ATWCOWARR99JTW8CRAW Ml57W80IE PA'OPE71'tY w9mw1sys7eAS, txe.AEIY RFPROOgCT10R W PAR7oRASam�w�vwrxour TN8 wrarlt; Fevewuesr�uoFCtsrau�wwnaowsrsTe ►�s we rePRaa9�sEo LUCAS A TURNER, FL. 718' OVERALL INSULATED GLASS . 118' TEMPERED 7116• AIRBPACH W18' LAMMED GLASS 118' ANNEALED AM PVS INTERLAYER BY DUPONT 1A1' ANNEALED DURASEALBYTRUSEAL PURtrEOT GLAza -*r OR SIIVIFI.EX so IW GLASS SITE SECTION VIEW A•A VIEW B-S SECTION VIEW C-C ALTERNATE FIN DETAIL NOTE: ITEMS 22,27;28,33.37, 43 4S ARE NOT `,40 � fiH84 SHOWN, ITEM 31 IS NOT USED IN 4 •�= No 58201 THIS WINDOW. *} STATE OI 7� C _ vaavwerrwtramaots�oextts� ]�$J]� •. // p I NiwbWSY9TQMS. RiC.N1YN6PR WC�dVPtP/VIY yy pt1T�. +k"'ip wrarrer4PEMM8MoaCUVCUM=WMnn =m Is SECTION VIEW A-A SECTION VIEW C-C NOTE: ITEMS 22.27,211,33-37.4345 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PAOPPoEfARYAND flOAFtDEM'P0. tWlDOLYSYVW MV WlT CL NtAtr�E9�ORANmi3�STH680tEPkOPSRIr13 8T l7&TA4.Q1C ANY RtPARTORAAAMMQLBWnMOUTTHB WfmTiBNp ma810NORm7omW17AOYVSY9TEls. QA.' IBPRONt61T8D LUGS& TIJItNR,R, R.. P.E. SM i r F NOTE: AILL ALUMINUM EXTRUSIONS ARE 8083.70 a PVC FRAME FI ANCiUMI 1 ts8• �� PVCSASHSMRML4W4 1 tAi uts ur PVC SCREEN CATCH.8013 ,1,5• ALUK RP.INF. S.&RJ&8.R..1408 a3rt� Ina• 1� 8 t•vc sAatt TOP RaL•5aar PC FRAME FINSM 11&Me• 'a-�— 11t8•�� tltltltl ���I u/8' ii 1518• 8 PVC 84REEt 18UPPORT • eti14 PNC SASH tiM RA8.8828 WFMOMEETWRAIL wmWTOGETHERW oureR!aAME 4 2 UW aw + 7 5 l8• u18• ,I. 1J78. 7 11IT ALUALFDIW RAM -1035 SABHSTOP•sm Al IM REINF.TOPRAIL• -1497 ?IV . 3tfi' 18118 1/i8' PVCOLA=CjBEADM84 L3118• SCREWSUPPORT:3113 ALUM. REIN. STM RAIL•1M9 B 04� � LUCASA.TURNERFL P. M201 A 1 8 ���♦•gt•�a�� •'rG,•'4 t i• --�I- -8118' � J• No X i 5 �! ss f �" C PVCFDMDRALCOVER.M83• y ,* * * -p• Q . STATL OF V PRdMi @TARYA99 CQ11ffDEMW1. 1r�nsoRrx' naruourAO�somnasoaanuoren +asasaaot�ui �ue . ��'� A% 4''•r '�i�ip 4•OP: d•'`6�Or ''�•,q;�na� 1; s%U=W6VffTEW.MC as m9v eu rePROwmec 7e •0• PER 2010 M PER NEW FSC REQUIREMENTS 8100 34474 08/1Wa008 i MA%. BHIM INTERIOR FINISH BYO7N@RS .—« .1 V4 MIN.09SEMUM (al CONCSRBTEIIAASONRY 1-, }y BY OTHERS •ra ti;'0• 7' W MAX %w INSTALLATION ANCHOR.311r ow MASONRY BORFW WIN WASHER .. . 1HRU SCREW SUPPORT a Iq e'e t11N ELIAM 1ENT •a 4 2 u2• NIUH. Ep M-AT.4 a 'a•a Eel as SY O HERB BUCK IN EXTERIOR FDIISH PERIMETER BYOTHERS SYMSTALLER >A. HORMONT ALSECTtON �FRAME � EXTERIOR SEALANrBEHIND FLANGE BY INSTALLER STRUCTURAL .... OROUT BYOTI1Er� 13U1' NUN. iDl V4• MAX. 18] EXTERIOR SEALANT BEFBND- FLANGE BY UJSTALiER . t..J i INStALLSR EXTERWR FINISH BYOTHERG Ilk p ..p ED ONLY p •� ••a•p••• . •• IIYAT •p•s'•p• .p> •a.g A •,D p • 9 pD•p.�r�sp•,B,Q p � •• • � BcYwwwmmw ALTERNATE PRECAST SUt DETAIL PRAMS tMASOM" LLICASA. TURNER. FL. PX— SUFI i8 REFERENCE NOTES: SEE NOTE 1Q SHT 1 SEENOTE263 SHT2 SEENOT@ 4,SHT2 SWNOTB S,SHT2 [[r� • OR9PHEiriRYASO CONfiffiIiRL AS�EIPT$�CUHI'�I TINS II�FORMA710N OOtAktN&O IN IRIS OPAVtOti11IS 7NE SOLE LYIN WN SYSTSld6.4HG. AtN D1JC71txY @1 PART OR AS A 4NRAS VAiNOUT TINS VRTISNPERMIS >#Ol0FOOSTOMWIHpVAr3YBTM= MPROMISf W a' s' INTERIOR FINISF ?A ABM. EDGE 01ST. BY OTHERS SEALANT BETWEBII BUCK INSTALLATION ANCHOR, AND OPENING BY OTHERS M WOW ANCHOR WITH • "► NUN. EDGE DUST. 0.6 28YVC�DBUCK [0112" {4'Vi SBALANTSETWEEN CONCRETEWASONRY • 1• • a D RYOTHM • D SY OTHERS D • D• • D A s . iD • As a D• D y, SCERIOR FINISH BY OTHERS :E' PERIMETER SEALANT BY INSTALLER L SPJBANT BEHRID 11 FLANGE BY INSTALLER MA%. BHIM INTERIOR FINISH BYO7N@RS .—« .1 V4 MIN.09SEMUM (al CONCSRBTEIIAASONRY 1-, }y BY OTHERS •ra ti;'0• 7' W MAX %w INSTALLATION ANCHOR.311r ow MASONRY BORFW WIN WASHER .. . 1HRU SCREW SUPPORT a Iq e'e t11N ELIAM 1ENT •a 4 2 u2• NIUH. Ep M-AT.4 a 'a•a Eel as SY O HERB BUCK IN EXTERIOR FDIISH PERIMETER BYOTHERS SYMSTALLER >A. HORMONT ALSECTtON �FRAME � EXTERIOR SEALANrBEHIND FLANGE BY INSTALLER STRUCTURAL .... OROUT BYOTI1Er� 13U1' NUN. iDl V4• MAX. 18] EXTERIOR SEALANT BEFBND- FLANGE BY UJSTALiER . t..J i INStALLSR EXTERWR FINISH BYOTHERG Ilk p ..p ED ONLY p •� ••a•p••• . •• IIYAT •p•s'•p• .p> •a.g A •,D p • 9 pD•p.�r�sp•,B,Q p � •• • � BcYwwwmmw ALTERNATE PRECAST SUt DETAIL PRAMS tMASOM" LLICASA. TURNER. FL. PX— SUFI i8 REFERENCE NOTES: SEE NOTE 1Q SHT 1 SEENOTE263 SHT2 SEENOT@ 4,SHT2 SWNOTB S,SHT2 [[r� • OR9PHEiriRYASO CONfiffiIiRL AS�EIPT$�CUHI'�I TINS II�FORMA710N OOtAktN&O IN IRIS OPAVtOti11IS 7NE SOLE LYIN WN SYSTSld6.4HG. AtN D1JC71txY @1 PART OR AS A 4NRAS VAiNOUT TINS VRTISNPERMIS >#Ol0FOOSTOMWIHpVAr3YBTM= MPROMISf W a' s' • ?A ABM. EDGE 01ST. INSTALLATION ANCHOR, "A•A• M WOW ANCHOR WITH • "► SW SCREW 0.6 28YVC�DBUCK SY OTHERS {4'Vi SBALANTSETWEEN RYOTHM )_MOR_IZO�NTAL SECTION_ V/ FRAME MOOD) ACITVATEDONLY (SEENOTES.SNi1} C MAX. SM Va• ?AN. EMBEDMENT 112" M1N. EWE DST . y SMAWBEHIND BY MTALLEFt PERAN�TE BEAL A _ BY BY OTHOW 8N T NNG DYOTHMW BEE NOTE 10. WWI BEE NOTE 283, SKT 2 BEE NOTE 4. BNT 2 SEE NOTE $. BHT 2 SEENOTE - 8.8Hr2 �� NdN.EMBEOAdEMT ��. TH6 (NFORMA7RWCONI'AWEOI�ORAWl4Ri 1S4Ri�T Pi�TOkI ®YERTICAI.SEClSON WWDOYYSY4? M6. VCAAYMPROD =WiWPAREORA9AW1plRwmm:Tm F04(WOOD) W10TTHRRP &RIOSSIOIJCPCt�TOMVYWDONt8Y8T MCXPROHIBRBD. HORIZONTALSEOTION AN (MIIO�ODj 114' MA%. 6HA+1 @l 9 :1 714 WK EDGE SST o°-* By' Y OTHM � INSTALLATION/ e�°+o` �WOODBiXtE BEE NOTE 10. WWI BEE NOTE 283, SKT 2 BEE NOTE 4. BNT 2 SEE NOTE $. BHT 2 SEENOTE - 8.8Hr2 �� NdN.EMBEOAdEMT ��. TH6 (NFORMA7RWCONI'AWEOI�ORAWl4Ri 1S4Ri�T Pi�TOkI ®YERTICAI.SEClSON WWDOYYSY4? M6. VCAAYMPROD =WiWPAREORA9AW1plRwmm:Tm F04(WOOD) W10TTHRRP &RIOSSIOIJCPCt�TOMVYWDONt8Y8T MCXPROHIBRBD. HORIZONTALSEOTION AN (MIIO�ODj Ilorida MIding}Codq Ogline bttp://www.floridabWffitgorg/pr/pr_app__O-aspVpmnx=wGEVX-4. Q � Home •I Log m I User RM107tion { Hoc ToPis I Submu Su=haiga i stets a Fags 1 Put*attons F MC I BW Sue maa ; Mks I Search � Buell tes Product Approval Profess. gAll ua� user Ruled s R*Ai t AM-0 -W J Mery > PrcdiKt or n S�ergh > Angtatbn List > Application Dab& y 4 Application Type Code Version Application Comm&nts Archived Product Manufw rrer Address/Phone /Email .Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Addrew"one/Email Category Subcategory Compliance Method. FL7067 -R4 Revision 2010 Approved Custom Window Systems 1 19()0 SW 44th Avenue Opala, Fl- 34474. (352) 368 -6922 Ext 207 mlafevre6cw5.cc Michael LaFevre mlafevne0cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474• (352) 368 -6922 Ext 291 btenaoe�cr Jefr Thompson 1900 . SW 44th Ave. Ocala, FL 34474 (352) 368 =6922 Ed 221 jthompson0cws.cc Windows Horizontal Slider Evaluation Report from a Florid Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardocipy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida Ucense PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE 9 Validation Checkllst - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FU 6U R4 COI Eval8= CWS -1578 HS -8200 IMPAM pt`ir AAMA/ W DMA/CSA/101/I.S.2/A440 -05 ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PA/rAS 201/202/203 C 2005 2004 2002 2002 1994 1 —f'2 1 /1BJ7tY11 4!51 Ali ` Flor idaBuil" Cone O,pl im -Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Mtp: /lwww flazadabuiddxng azpr /pr app dtl.aspx?paral>z= wC�VX, Method 1 Option D 12/1x/2011 12/16 /2011 12/22/2011 01/31/2012 FL Model, Number or Name 7067.1 1 HS -8200 Vinyl Horizontal Slider Limits of use Approved far use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressures. +60/-60 Otter: Large Missile, 74x54, DP = +/" 60 psf, (Impact). 7067.2 1 HS -8200 Vinyl Horizontal Slider Limits of use Approved Farr use in HVHZ: Yes Approved far use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +60/ -60 Other. large Missile, 111" x 63 ", XOX, +/- 60 psf. Description HS-8200 Vinyl Flg(Fln Horizontal Slider (Impact) 74x54, XO. Installation Instructions 'FL7067 R4 II CWS 1571i (HS -8200 IMPACTS,ndf Verified By: Lucas A: Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont.PVB NOA 11 -0624 01 odf FL7067 R4 AE EvalReo CiWS -1575 (HS 78200 IMPACT]Irm FL7067__R4 AE�llkton NOA i1 -0830 09.odf Created by Independent Third Party: Yes HS -8200 Vinyl Fig/Fin. Horizontal Slider, Impact, 111" x 63 ', XOX. Installation Instructions FL7067 R4 II CWS -2328 (HS -8200, XOX, IMPACT} oaf Verified By: Lucas A. Turner 58201 ' Created by Independent Third Party: Yes Evaluation Reports &70§7 R4 AE DuPont PVB ROA 11 -0624 01 ,Mt ,UQfi7 114 AE DuPont SGP NOA 11 -0624 02,ndf FL7Q67 R4 AE EvatRen CWS -2328 (HS -82Q0 XOX IMPAC1).odf FL7067 R4 AE..Mikron_K0A 11 -Q830 09.0 f Created by Independent Third Party: Yes 17067.3 1. HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x. 62 ", XO or OX. f Limits of use Approved far use in HVHZ: Yes Approved for use outside HVHZ: Yes impact. Resistant: Yes DeAgn Pressure: +60/ -75 Other. Large Missile, 73" x 62 , DP = + 60, - 75 psf, Impact. Installation Instructions FL7067 Rill CWS- 399A(HS -8200 73x62 75DP iMPAO).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP WAR 1 -0624 02 adf FL7067 R4 AE EvaiRep CWS -399A tHS"0 73x62 75DP. IMPACii.odf FL7067 R4 AE Mikron NOA 11 -0830 09 txlf Created by Independent Third Party: Yes 7067.4 I HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact W/ Alum. MR. Impact Limits of use Approved for use In HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Desigr> Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R4 II CW5_10§5 (HS -8200, ,2x63 IMPAC) odP Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports U x067 R4 AE DuPont PVB NOA 11 -0624 01 off FL7067 R4 AE EvaIRep CWS- 1868 (,HS -82D0 72x63 IMPA .oaf 7 ^f2 WIAIWI? 9-51 AA 'FloridlwBiAlding C?* Opline bttp://www.floridabuildingorg(pr/pr ppp_4tI.aspx?paraTrffwGEVX. 11 FUQ67 R4 AE - M[kron nOA II-OM 09.odf cre6ted by IndeDencient Third Party: Yes com� Its The State of FIDrkla is an AAjEEOavrqAwM. CoRmjght2GQ7-2pjQ Sge afFbM&:: FbmQL5tWWM:: A00asSbW UncIerFbr$do law, a-maladdresses are pubbcmmrds.]F you dD not want your e-maladdressralemsedhn respometDa.pubrc-records request, do not sandebetrorde maP to thiaerdly, hvtmd, cor4act the ofte by phone or by tredbonal maL X you have arty questions reganfirla DWWs ADA web acoessMy, Ole= contact our Web Master at weh—asterDdbor-qtaWAA& Procluct AjWmvaI AaGeI A This r""'!2!W IS 1.1 I Z- f I -.-. S n o, in ti:. cornmQnts ma-jv oti, sl,, 'NS do 'I.x wh;c.h ti ": I t rn i S d I -I I p o 1 responsible t6r: clim nsions t(i and cor.-r-iatd at th_ inf:-v pertains a) to the means, and procedai-05 of care !:ructiprl; �z:tr of the ofail all work in a safe and sat:,i Date--- By % �F2. '7/IA/)Al') n -il A'R Lucas A. Turner, P.E., MB.A. 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 232B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufaeturer: Custom Window Systems, Inc. 1900 SW 44'" Ave, Ocala, FL 34474 Statement of Compliance:. This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/1 L 2) Test Report NNCTL 210- 3459 -1, -lA, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/2021203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 _ Installation-. Units must be installed according to approval document CWS -23213. Limitations of Use: This product: o May be used in XOX configuration in sizes up to 111" x 63" unit size, with ma ;. glass daylight sizes. as shown in CWS -232B o Achieves, design pressures of +/-60 psf • is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone o Requires glazing as shown in CWS -232)3, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11- 0624.02 in the fixed lite o Requires outer lite in I.G. to be safety glass when used in fIVHZ above 30 ft of grade o Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09 Certification of Independence: I do.not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A Tumer, P.E. 2011 -12 -0713:1405:00 ,a0 } NO* -'t ,tom No 511201 . � STATE OF ;F'', i =...._. 12/7/11 Lucas A. Turner, P.E. FL PE #58201 , a 1 HORIZONTAL SLIDER. ELEVATION (LARGE MISSILE IMPACT) TABU OF CONTENTS GENERAL NOTES & ELEVATIONS ................ 1 ANCHOR SCHEDULE AND NOTES ...............2 DESIGN PRESSURES & GLAZING ...............3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... S INSTALLATION dEfAlLS . ............................B -7 DESIGN PRESSURE RATW •±BO Luau A.,Tumer, P.E. 2011.12- 0712:09-05:00 PROPRIETANVANDQOI+FTMENTIAL 1"7 /11 THE INFORMATION CONTAINED IN THIS OMIMNO 19 THE SOLE PROPERTY OF CUSTOM VVINDOW SYSTEMS, INC. ANY REPRODUCTfGN IN PART OR AS A W OL6 Wm*W TNE. WRITrE@ PERMISSION OIL CLWMM WINDOW SYSTEMS, IND. IS PROHISITIMI. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH T14r- FLOPI13A BUILDING CODE, CUMV -14T EDITION, I GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: IWOX' 4. DESIGN PRESSURE RATINGS: - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1340. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION. TEST PRESSURE AND GLASS TABLES ASTM E -1 3W. 5. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR INSTALLATION OETAL WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. . & PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FDCED MEETING RAIL AND JAMB. S. REFERENCE TEST REPORTS: NCTL 2103459-1, 1A, 2, 2A 9, SERIES.! MODEL DESIGNATION HS-SM. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AkO ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. SUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 = FIXED SASH 12, SECTION CALLOUTS FROM O/X ELEVATIONS APPLYTO ALL ELEVATIONS IN A SIMILAR LOCATION, 13, WEEP SLOTS - 914" X V LOCATED V' FROM BOTH ENDS IL MAX O.C. (FYP) A 8" MAX, rryp) o 6" MAX. (TYP) '� I a INSTALLATION ANCHORS TYP. OF M 8WE @P LOCKS ( ENGAGED DURII HURRICANE. LOCKS ARE LOC AT THE THIRD Pi ALONG THE FRA B' ► «� f Y6i: TPi�f10&73fr'[Td7. ,i.Fi;Laaliiil NOTE$: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILT, ANCHORS SAME AS HEAD. 2. SHIM AS RE= AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114 '. USE SHIMS WHERE SPACE GREATER THAN 111 S' IS PRESENT. SWEEP LOCKS ONLY r=NGAGED DURING HURRICANE. LOOKS ARE LOCATED AT THE THIRD POINTS JAMB THE FRAME 3. LOAFS BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 11W INTO MASONRY THRU FRAME OR THRU 1 BY WOOD DUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212' SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT-LENGTH TO ACHIEVE A RAIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718" SHALL BE:ACHIEVED W EITHER DIRECTION, S, #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A RAIN. EMBEDMENT OF 1 lFt INTO BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1t4" SHALL 3E ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR.COATING, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO•PREVENT REACTION, 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. Q. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.66 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.20.0 PSI, C. MASONRY - STRENGTH CONFORIVANCE TOASTM C-M, GRADE N, TYPE 1 (OR GREATER). 7 10, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 1=7/11 VERSION OF THE REFERENCE DOCUMENTS: PROWerARYANDCo nrnaL FMAIAAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS). THEINI=ORMATION ccnrrAMD IN THS DMAWINO ISTHE SOLE PROPERI W CU9T0M FMAIINDMA 26NI30X WWDOWS),.F1v WAAMAtWDMA 30WXTERIQA DOORS). �WR�NPMMT9 ON OFCUPO 4�NOOW tBY�PP MS,IINCC. I8 P"SIM. � TV OVERALL .31980 ANNEALED OR TEMPERED 114° AIRSPACE 7118° LAMI, -3118" ANNEALED -- .094 SENTRY GLASS IONOPLAST INTORLAYER 3118" ANNEALED �SIKAFLEX 2 �° 112° GLASS SITE PROPRIETARY ANDCONFmENWAL 1M7/11 THE INFORMATION CONTAMIffD IN TKS ORAMNG IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE VWWTTEN FE'RMISMON OF CUSTOM WINDOWSY EW. INC. 18 PROKSITED. FL Li 718" OVERALL 118" ANNEALED OR TEMPERED 318" AIR SPAOE 6198' LAMI, 118" ANNEALED .090 DUPONT PVS INTERLAYER US" ANNEALED 112" GLASS SITE PURFECT GLAZE °H" SIKAFLEX 682 R y 3 l TYPICAL VERTICAL SECTION NOTE: 8101MI I= LITE CUTAWAY RI111:I.{i4].I I - l E._. eu e^ MEE FRAME HOOK LAC. FRAME BASH CLIP U IMPACT HOOK SPACING: 1) HEAD HOOKS: A) r FROM UNIT EDGE TO EDGE OF HOOK, B) A THIRD HOOK 18 CENTERED IF. UNIT WIDTH 18 GREATER THAN OR EQUAL TO 81 314. C) _ INNER HOOK 3 7W FROM EDGE OF MTO RAIL. _ 2) H CATCH: A 2.112" FROM BASH CORNER TO EDGE OF CATCH. B� A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER DETAIL C THAN OR EQUAL. TO 813W. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114 °. (HEAD IMPACT HOOKS R I IPnA -mn P;m inin ARP' IIII SECTION VIEW A A SECTION VIEW C-C Z7; PROMkTARYANDCORFICENT1IkL IM/11 . 2 , 36, SHOWN , WWININFORMATION D S MMM9. INC � REP�UU N IN P� OR BOLE AS W OGLE WITTHHO�TfHE REUSED BUT NOT SHOWN FQR,CLARITY, VAMTM PERMIMON OR CUff= WIN0OW 8YWM, INC. Is PROHIBITED. a Al ' I 6 1 S 6 7 8 9 10 14 8-60M Glt Bd., 7/9",FXd., Vert Marron PYG 15 S-W77 Fixed Rd Cover Mn ron PVC !6 &1778 I4r, beak Kieyrrlerk Alum 11 S-60% Sam. Adept, w/Nb. P4Q HmiL Mlkron PVC 18 S�8014 Sara. Adept,. PVC,, VerL b+llllQan PdC 21 S-15M Sash Catch, R /Q."wt Keymark Alum 23 P3804 FbIler, Tandem MINA t*bn 24 FL3783 Look, hpact, PV0 t'Iterbck 25 P-3704 Keeper, Mpeat, WC Interb ok 26 P-4470 Weep Caves' w /-Flop M&M Nye 2a R3429 %%tp., 0.270 x .187 back FMS" Gray UlWab 29 P-4Wa #8x 2112 PhTruee Alex St ei 30 S-11i2 lGozbV Bead Ksynark Alum 32 P4051W NO x 1 114 Ph FHTEC, Wht Faeten8l Steel 33 P-3641 08 x 112" FhII Pan Tek, Q ft me impact Hook F'estenal Steel 34 R3t110 I3ulb'Vkoyl w/ R910 Bess, .350 Hgh Amesbury Vinyl 38 P=31s6li 93 x 31W Screw, , 0 Frame hplact Hbok Fastertal. Steel 36 P-012 SeamSealer, SMY % Schnee 811Icxme 37 "762 Cap Plug, 1/21 Hots M&M Wien 38 1 Purlect One "H'; SlkaFtex 662 Henkw / sk, 8fto e 39 83118 ,Swee Look pavan Zina 40 83362 Set, tic. 85 Dir. •1/8" x 5W x 2" Lm I FranW aw 0 RAftr 43 83013 GA6 LDL (kw) 44 GLASS S%Shgt3 46 P-4832 SW SIP Lock Sulevert IZInd 47 1 84833 112" Barred and Screw Imcm S3 a� ss P-3218 2 3 23118" CORNER WELD CORNER WELD {All SIDES} (ALL PVC SASH MTO, RAIL -0GZ7 Slope) FIXED MEETING RAIL PVC FRAME FLANO"031 1, , u 91e° B SCREWED OUTERFRAME 1 U4 "-F PVC FRAME FIN -0028 11tl 1118° 8 L 7110" 918" ALUM SASH FATE, RAIL- -1497 ALU ROLLERTRACK -1778 9 718° 1 15116° o 3118° O 3118" 1 ALUM HO MTO RAIL -1801' 518° PVC SASH SIDE RAIL-88= 5/8" WNI 3_ 3118" PLAN VIEW, ALUM SASH IMPACT HOOK-191M 3118°— 11 T 1 by - -39 - --ri 112a r 1 15116 "�J I 1918' ALUAA8.8.RJS.B.R.-1498 T SCREW SUP. -3113 --{S 310" 13110° iV C ROLLER TRACK 8006 PVC WH TOPISTM RAIL -6004 12" h. 1" PVC SCREEN CATCH-0013 e, 15118" . 718' i 118"+ 141 i 718" 8118" PVC GWEBE4D- SM PLAN VIEW ALUM FRAME IMPACT HOOK-1577 PVC SCREEN SUPPORT -6014 1131 UPDATED PER 2090 FBC 11/0712011 ,,,Awn i ItRfR,ob r, n = = -11;4 1 A UPDATED PER NEW FBC REQUIREMENTS 07103/2 w ' Cf4' No' " "e •..���°eer l�.'°;. WrNnOwsaDcws r4,t No U201 `37a� 1900 SW 44TH AYE.. *1 � I * r OCALA, FLORIDA 34474 19TATZ OF Af a� a EXTRUSIONS Fi B.O:M. - rr4y+y.O apav, fma PVC HORIZ SLICtER IMPACT 1:2 ""° '"" CWS -232 8 '�5OF7 BtAYYCit Fga,Sprin 15110" 1118" mock Alan NBkroa A/C of ALUM, SASH REINF. -1699 Team Fmtbi Rubber I ALCM GLAZE BEAD -1112 ' � PROPFWARY AND aOl1FIDENTIAL THE INFORMATION CONTAINED IN THS WM AN© Ie TH6 SOLE PROPEMY OF CUSTOM WINDOW S'YSTEINS, INC. ANY REPRODUCTION IN PART OR AS AVIYMS V91MUT THE WRITTEN PE4QS81gN OF CLIBTOM YVINCOW 9YeTEM3, INC. le PIaOHrorm. w ' Cf4' No' " "e •..���°eer l�.'°;. WrNnOwsaDcws r4,t No U201 `37a� 1900 SW 44TH AYE.. *1 � I * r OCALA, FLORIDA 34474 19TATZ OF Af a� a EXTRUSIONS Fi B.O:M. - rr4y+y.O apav, fma PVC HORIZ SLICtER IMPACT 1:2 ""° '"" CWS -232 8 '�5OF7 a 4 ' a s , SEALANT BETWEEN BUCK 18Y WOOD BUCK AND OPENING BY OTHERS BY.OI fiERS [A] 914° MAXSHIM CONORETElMASONRY ($1 BY OTHERS INSTALLATION ANCHOR, +e + 3118" DIA. MASONRY SCREW w/ WASHER THRU SCREW ' 4 ' SUPPORT. [C] 4 .8' 4 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2..912"_ MIN EWE DIST [C] I • • a a " MIN EMBEDMENT as r `' } a •• } r r e a• a [O] }� . r } • ra •� 1 BY WOOD'BUCK _1, A] EXTERIOR FINISH BY OTHERS [ ' BY OTHERS 1/4' MAX SHIM PERIMETER SEALANT IBI BYINSTALLER SEALANT BEHIND INSTALLATION ANCHOR, FLANGE BY 3/16' DIA. MASONRY SCREW INSTALLER VdWASHER THRU SOREW SUPPORT. [0] SEALANT BEHIND INSTALLER E B PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH '•• Y BY OTHERS •a:: �•` b • • 4yaa�p�e0 a �iais�'• �� ►� � +i.� °� 'r a� as • • r. •w;i }�r� � •.•�•. }• : a. i. ra + •a � •a' a. .+'bra ri �a• _.a • CONCRETEWASONRY SY OTHERS VERTiCAt�I:GTICN \,V FRAME (ArIASONRY) 2112" MIN EDGEQIST ° •` +. 8. SEALANT BEHIND .1114". MIN EMBEDMENT FLANGE [O] EXTERIOR FINISH PERIMETER SEALANT BYOTHE'RS BY INSTALLER 8 HORIZONTAL SECTION FRAME VAA NRYj SEALANT BEHIND FLANGE BY A INSTALLER q INSTALLATION ANCHOR 3118° OLA. MASONRY SCREW %!NEOPRENE B SUPPORT. W SHERTHRV SCREW • SEALANT UNDER-SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114' MAX SHIM _1-10] �- -SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE BILL LEVEL, BY OTHERS LiXE MIN EMBEDMENT [C] 2.112x: MIN EDGE 011ST 114" MAX SHIM BOTTOM SWEEP LOCK ACITVATED ONLV DURING HURRICANES. SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SE BY INSTALLER EXTERIOR FINISH "• P b b« b• i BY OTHERS b D■ 'b` p•b. �:bp wk W* b pr b,b,w •AI, [1 11411 MIN EMBEDMENT .♦ . • . . • p b , • , • . . REFERENCE NOTES: CONCReTElMASONRY 'MIN EDGE DIST [A] BaE NOTE 10. SHT 9 BY OTHERS ICI [e7 SEE NOTE 293,014T2 ((C SEE NOTE 4, GMT 2 SEE NOTE S. SHT 2 rDN ALTERNATE PRECASTSILL, DETAIL, [B] BE]I NOTE 0, SHT2 W FRAME (MASONRY) $ UPDATED PER 2014 FSC 11110712DIII ,Z�Z_ P OPRIETAkYANDCOWDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW WOrMMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM VWNDOW SYSTEMS, INC. IS PROH anM 1 3W MIN @M6EVIVIENT [D] a•0• . • � MIN EDGE DIST i•p• INSTALLATION ANCHOR, ��, ►• 010 WOODANCHOR W/ WASHER THRU SCREW 'p• SUPPORT. EM 8 ' ► 213Y WOOD BUCK BY OTHERS W SEALANT BETWEEN BUCK T EXTERIOR FINISH AND OPENING BY OTHERS BY'OTHERS c HORIZONTAL SECTION e FRAME [WOOD] FOR 2BY INSTALLATION. E LLN INSTALLA-0ONSAMCAB SHOWN EXTERIOR FINISH "• P b b« b• i BY OTHERS b D■ 'b` p•b. �:bp wk W* b pr b,b,w •AI, [1 11411 MIN EMBEDMENT .♦ . • . . • p b , • , • . . REFERENCE NOTES: CONCReTElMASONRY 'MIN EDGE DIST [A] BaE NOTE 10. SHT 9 BY OTHERS ICI [e7 SEE NOTE 293,014T2 ((C SEE NOTE 4, GMT 2 SEE NOTE S. SHT 2 rDN ALTERNATE PRECASTSILL, DETAIL, [B] BE]I NOTE 0, SHT2 W FRAME (MASONRY) $ UPDATED PER 2014 FSC 11110712DIII ,Z�Z_ P OPRIETAkYANDCOWDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW WOrMMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM VWNDOW SYSTEMS, INC. IS PROH anM SHEATHINt BY OTHER EXTERIOR BY OTHER SEALANT E BY INSTAL) WINDOW 11 BY INSTAL) PERIMETE BY INSTAL NSTALLATION ANCHOR, 18 WOOD SCREW JVl WASHER [E] M IN EDGE DIET [E7 2' BY WOOD BUCK [E] 2 BY WOQD BUCK BY OTHERS [A] BY OTHERS [A] IW MAX SHIM INSTALLATION ANCHOR. 00 WOOD SCREW MIN EME DIST W/ WASHER ]E] [E] AAX SHIM WINDOW WRAP a uo L= MIN EMBEDMENT . [El BY INSTALLER �6` o. r SHEATHING 4r 9• 4 • BY OTHER$ [AJ BY OTHERS d., ao • :• ..• E6XTERIOR FINISH WINDOW WRAP EXTERIOR FINISH BY OTHER$ BY INSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BY OTHERS BYINSTALLER BY INSTALLER F HORIZONTAL SECTION 7 114" MAX SHIM FIN (WOOD) SEALANT BEHIND FIN BY INSTALLER ]14: MIN EDGE D IST REFERENCE NOTES; [A] SEE NOTE 4fi, 8HT 1 [BJ SEE NOTE 20, SHT 2 [01 SEE NOTE 4, BHT 2 @] SEE NOTE 6, SHT 2 [EJ SEE NOTE 8, 8HT 2 [E7 PERIMETER SEALANT BY INSTALLER WINDOW WRAP a uo 213Y WOOD BUCK BY INSTALLER �6` o. BY OTHER$ [AJ EXTERIOR FINISH ,° INSTALLATION IS WOOD 80R ANCHOR, BY OTHERS W/ WASHER [E] SHEATHING BY OTHERS 110 MIN EMBEDMENT AEI VERTICALSEOTION 12/07/11 7 THE INFORMATION CONrAINEO IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM FIN (WOOD} VVINDOW SYSTEMS, INC. ANY RERROMICTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN! PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. REFERENCE NOTES; [A] SEE NOTE 4fi, 8HT 1 [BJ SEE NOTE 20, SHT 2 [01 SEE NOTE 4, BHT 2 @] SEE NOTE 6, SHT 2 [EJ SEE NOTE 8, 8HT 2 -- iiv=b IAN 2 2 U13 I FLORIDA BUILDING CODE, ENERGY CONSERVATION f FORA11.40a- f3 Residential Building Ttermal Envelope Approach ALL CLIMATE ZONES 3� Cur npiiance with Section 402 of the Florida Buftdbrg Code, Energy Corxervatlor� shall be demonstrated by the use of Form 402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, rerviators to existing residential buildi�, new haling cooling and water heating systems in exisgng buildings as appticabie.To comply, a building must mat or exceed all of the energy eff clout requirements an Table 402A acrd all %piic i mandatory requirements summarised in Table 402B 0{ this form. If a building does not comply with this method or Alternate Form 402, it may still comply under Section 405 of the Ronda BuAft Code, ErrewConsemHon PROJECT NAME AND ADDRESS: BUILDER: EROFFICEM *: NO PERMRNO.: JURISDICTION NO.: WYUP 00 General Instruction 1. New construction which incorporates aarrkhy of the foilnvirr.� features cannot comply using this method: glass area in excess of 20 cent of conditioned floor area, electric resistance heat and air handlers located In attics. Addillors 5 GlB sq.ft , renovations and equipment dmgealx may comply by this method wM wMillens ghrea. 2. FBI in all the applicable spaces of the `To Be Instafiel° column on Table 402A with the information requested. AD 'To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the 'To Be Installed" column Information. 4. Read the requirements of Table 402B and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the 'Prepared By" certification statemerd at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. Now won, addition, or existing buildir 2. Single - family detached or muttipiedamily aite' 3. B multiple - family -No. of units covered by tut 4. Is this a worst case? (yesina) S. Conditioned floor area (sq. ft) 6. Glass type and ores: a. U-factor b. SHGC c. Class area rt 5 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. S141--grade (R- valve) b. Wood, raised (11-value) c. Wood, common (It-value) d. Concrete, raised (R value) e. Concrete, common of value) 9. Wall type, eras and Insulation: a.-Exte ier: 1. Masonry, ( Insulation It-value) 2. Wood flame (Insulation R value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood firm Onsulation R- value) 10. Calling type, area and insulation: a. Under attic (Insulation R -value) h Single assembly (Insulation R- value) 11. Air distribution system: Dud insulation, location, On a. Dad location, insulation b. AHU location c. Qn. Test report attached ( <0.03; yes/no) 12. Cooling system: a. Type b. Efficiency 13. Her" system: a. Type b. Efficiency 14. HVAC string calculation: attached 15. Hot water systern: a. 7yp b. EfFL- en Please Print 2. Sl a 3. 4. S. All . ea. 01 3� �ioq 6b. n +22 Sc. 11 T eq. % b a. 1U % Ba. R= 1 (94 Iin.ft 8b. R= sq.f . Sr. Ra - sq.fL 81. R= 8e. R= q� sq.tL 98-1. R= t� �� sq.fL 98.2. R= 9q.fL 9b-1. R= - = sq.fL 911b-2. R= �-- '' rr sq. ft. 100. R= sq.fL �! 10h. R= % Ila. R= !G 11b. 11C.That report attached? Yea �1 jo 12a. Type: 12b. SEERIEER: 130. Type: 13b. HSPF/COP /AFUE 14 Yea No 158. Type: 15b. EF• _ CK J 4 I herebq cerdiY the the p an ecit�alraw rRVarBd by the piculatbn are hr with the FbrNa Review of and covered by tics Calpllampl f compamree with the F�rba Energy Cade. Energy �. BB10re corstrhxdbn is completed, this buid5rhg wg be 4rspecled for compliarwe In q a�rdatpw wdh Secaon 553.9M F.S. PREPARED BY: DATE 1 ( COQ OfFiCULL: I hereby cult t2 rub brMm Is in corr�r= evil%the Rmida Energy Cade OWNER P±. M.- DATE: DATE C.4 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION FORMS BIALDDKi COMPONENT PERFORMANCE Ct8rEFtW MOTALLED VALUES: U- Factor <0.65 WFactor= Wiruirnns (see Note 2): $HOC - 0.30 Hl3C _ ® d 2 %of CFA < =20% SH CFA= `( ck,4k* A ILr - rn Floors: Ova rid see Note 3 R- 13 X130_ R-VabA = a bbl �aCJ Waft - Ed. and A4 (am Note 3): SEER FISPF - = 7.7 .7 SEER = HSPF = Flame R-13 R Value= Klass (see Note 3) AFUE 78% AFUE _ bdador of wall: R-7.8 R -Vattre = t� 1 Exterfor of wd* R-6 R -Vakm = 'v (see Notes 3 & 4) 40 gal: EF = 0.92 50gotEF =0.19 Y �V Test g RC 0 ^ Rotledrrx� Reflectance ®��� 1® YeaMo Air distribution system (sae Note 4) Heat tap required for vertical p1pe rises Comply with effidencles In Table 4034.32 PmvMe switch or clearly p , Ducbmrk & air hmxMM urdt: Utearndtiesd t Not allowed 1 l Locatian �$t1 t� 1'1 04 �1t� j Test report Conditioned space Durex R -value Revalue 2 6 _ Yeaft p� 1V Air On Qn 5 0.03 R-Value Air nmdkierdrm mstemw 1� Nate Fit SEER =13.0 SEER = 4033.9 HeatlrV system To be counted, gasksted, weetherstapped or otherwise sealed Recessed Bghtirgf fC -rated as n esft ASTM E Heat pump (see NOW 5) Cco4ng: H SEER FISPF - = 7.7 .7 SEER = HSPF = Gas lumace AFUE 76% AFUE = A OB funmce AFUE 78% AFUE _ Electric resistance: Not altowed (sae Nobs 5) 40521 111-19 space penNctng. Water to aIbV system (storage type) Programmable thermostat 4031.1 Electric (see Note 6): 40 gal: EF = 0.92 50gotEF =0.19 (Aeon = o®� EF. Al 08e Bred (See Nate 7): 40 gal: EF = 0.59 (iallars = � JA 00rer (describe): 50 gat: EF - 0.56 EF = (1) Each component present M the As Proposed home must meet oroweed each of the apps perk wmarce criteria in orderto oomplywfdt this code using this mettmd; otherwise Section 405 compliance must be used. (2) Windows and doom qua" as glazed bnestration areas must con "with both the maximum U- Fadorand the maximum SHGC (solar Heat Gain Caeffident) afteria and have a medmwm total window area equal to or less than 20% of the conditioned floor area ( CFA); ofhervrlse Sutdlon 405 must be used for compliance. Exception: Additions of 600 square feet (56 m) or less may have a maximum glass to CFA of 50 percent. (3) Revalues are for insulafit material ortiy as applied in aamMarwe with manukactureW installation Instructions. For mass wails, the 9ntertar of waIr requirement must be met accept if at least 50% of dw R-6 Insulatiorn required ter the exterior of wain is installed exterior of, or integral to, the wall. (4) Duds & AHU instated substartally leak free per Section 403.22.1. Tel by Class 1 BERS rater mquired. Exception: Duds installed onto an existing air distribution system as part of an addtkm or rerwvat)on; duct must be R-6 Installed per Sec. 503.2.7.2. (5) For all conventional units with capacities greater than 30,000 Bkft For other types of equipment, see Tables 5032.3(1.6). Exception: The prohibition on electric resistance heat does not apply to additions, renovations and new heating systems installed In exiting buildings. (6) For other electric storage volumes, minlimm EF - 0.97 - (0.00132 x volume). (7) For other natural gas storage volumes, minkmrm EF = 0.67 - (0.0019 x volume). ;i i •-.r - -Ili I I r'.".r tor. ;:,:,. -.r. w : ►s To be counted, gasksted, weetherstapped or otherwise sealed Recessed Bghtirgf fC -rated as n esft ASTM E Air Wakage 4024 283. Wkwmirs and doors = 0.30 olm/sq ft Tesft or visual Inspection required. Fireplaces: gesketed doom & oul000r combrstfan ek Ceitingslknee welts 40521 111-19 space penNctng. Programmable thermostat 4031.1 Where torced -air frame Is primary system, Pm9remm able thermostat Is retluired- N !� Air dishibution Watern 4032 Ducts In a0ka or an note Insulated to R-8; o9w ducts R-0. (Acts tested to 0, =0.03 by a Class 1 BERS rater. Heat tap required for vertical p1pe rises Comply with effidencles In Table 4034.32 PmvMe switch or clearly p , Water tasters 4034 merited dmult breaker (otecbfo) or shuta8 (gee). Gmallaft system pipes bautated to = R-2 +accessible manual OFF switch. Spas and heated pods must have vapor- rearderrt covers or a"cover or anther means proven to reduce treat Swimndng pool & spas 4033.9 loss eraept if 70% of heat from sfe-reooveed wergy. Winter switch required Gas treaters mtrdmixn thermal N offkWw =78% 82% after 4(1W13). Heat pump pool heaters mbtimum00P =4.0. Sizing aeluda0rnn performed & attached. Minimum , M 1: 1cc per Tables 5032.3. Equipment efficlericy verification Cook equipment 403.6 required. Spedat occasion cooft or tsaft rapacy requires separate system orvariable tepefty system. Beddo hit >10kW must be divided Into two or more Ugh" egrdpmem 404.1 At least 50% of pem wm* ksWW Hodirill ft how shall be high-elfl any lamps. ;i i •-.r - -Ili I I r'.".r tor. ;:,:,. -.r. w : ►s AkS *w 'I Project Name: Benson Residence 01/111201 Prepared by: Ernesto Santana P.E. 10:24Ai Air System Name __ — AHU -1 Equipment Class SPLT AHU Air System Type — __ . SZCAV �orieswd�op9laigir� Zone CFM . Sum of space ah low rates Space CFM ___ Individual peak space loads Con Eftbroaaft Load occurs at Total coil load —44 Total coil load 49.7 Sensible coil load 46A Coil CFM at Jul 1800 2111 Max block CFM ^ 2111 Sum of peak zone CFM 2111 Sensible heat ratio 0.934 ftz/Ton 491A BTU /(hr -ft2) 24.4 Water flow @ 10.0 °F rise NIA Number of zones --_— 1 Floor Area 2036.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Tons Load occurs at Jul 1800 MBH OA DB / WB — 89.9 / 76.7 °F MBH Entering DB i WB 74.8/61.6 °F CFM Leaving DB / WB 64A 1 53.2 °F CFM Coil ADP _ _ 52.2 °F CFM Bypass Factor_ 0.100 Resulting RH . 46 % Design supply temp. _ 54.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Max coil load .15.3 MBH Coil CFM at Des Htg — --2111 CFM Max coil CFM 2111 CFM Water flow @ 20.0 °F drop NIA Sq*dY� wXfOwMwa Actual max CFM Standard CFM Actual max CFM/ftz Design airflow CFM CFM/ft2 -- _ Load occurs at BTU /(hr -ft') .._..___ Ent. DB / Lvg DB _ Des Htg ..__._.7.5 70.1 /76.8 °F 2111 CFM Fan motor BHP 0.83 BHP 2110 CFM Fan motor kW 0.62 kW 1.04 CFMKt2 Fan static _ 1.50 in wg 0 CFM CFM/person 0 CFM/ft' 0.00 CFM/person Hourly Analysis Program v.4.3 Page 1 of 1 �1 - Project Name: Benson Residence 01/11/201 Prepared by: Ernesto Santana P.E. 10:24W Jur Air System Name Equipment Class Air System Type _ iv - AHU -1 SPLT AHU - .SZCAV Zone CFM . Sum of space airflow rates Space CFM - Individual peak space loads Number of zones Floor Area Location -- .._ 1 2036,0 ft2 Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated ZCMOTwndradS ys .`I - - - - Zone Name / Space Name Maximum Design Minimum Time Maximum Zor►eI Floor Area (it'} Space! CFM/fl� Cooling Air Air of Heating Floor i. Sensible, Flow Flow Peak Load Areal Zane{. Zone Name (MB H} (CFM} (CFM} Load (MOH (ft) CFM/ft?, Zone 1 43.3 2048 2048 Jul 1800 17.2 2036.0 1.01 ZCMOTwndradS ys .`I - - - - Zone Name / Space Name Mult Cooling Sensible (MBH) Time of Load I Air Flow CFM} Heating Load (MB H) Floor Area (it'} Space! CFM/fl� 9 Bathrm 1 1 0.7 Jul 2100 30 0.0 48.0 0.63 Be#= 2 1 0. Jul 170 38 0.5 58:0 0.66 Bedrm 1 1 8.7 Jun 1800 383 3.3 175.0 2.19 Bedrm 2 1 5A Jul 1700 255 2.7 290,0 0.86 Den 11 10.19 Nov 1500 445 4.8 . 180:0 2.47 Dining RM 1 4.5 Sep 2000 200 1.7 285.0 0.70 Halfway 1 2. Jut2100 96 0.3 155.0 0.62, Kitchen 1 5. Jul 21 2 1. 260. 0.91 Living RM 1 4. Jul 21 1 14 295: 0. MBedroom 1 4. Jul 2100 175 1.1 290.0 0.60 Hourly Analysis Program v.4.3 Page 1 of 1 Air tor1 Project Name: Benson Residence 01/111201 Prepared by. Ernesto Santana P.E. 10:24AM. Hourly Analysis Program v.4.3 Page 1 of 1 COOLING DATA AT Jul 1800 COOLING OA DS I WS 89.9 °F 1 76.7 °F HEATING DATA AT DES HTG HEATING OA DB 1 WB 46.0 °F 138.6 °F ZONE LOADS Details Sensible (STU/hr) Latent (BTUIh Details Sensible (STLYM Latent" (BTJlhr), Window & Skylight Solar Loads 232 IF 10069 232 fe Wail Transmission 1567 ft2 5946 1567 fV 515 Roof Transmission 2036 fP 2386 2036 ff. 1838 Window Transmission 232 ftz 3799 232 fN 8787 Skylight Transmission 0 0 0 ft Door Loads 42 W 316 42 fN 564 Floor Transmission 2036 ff2 0 2036 2822 Partitions 0 ft2 0 0 ft� 0 Coiling 0 ft2 0 0 ita 0 Overhead Lighting 26W W 7057 7 0 0 Task Lighting 0 W 0 0 Electric Equipment 3173 W 97 0 People 6 1476 12301 0 0 0 Infiltration 0 0 - 0 0, Miscellaneous 2450 2070 0 0. SafettyyF?�actor 00/0/0% 0 0 0 % 0 Zone Conditioning 43006 3300 - 16883 C Plenum Wail Load 0% 0 0 0 Plenum Roof load 0% 0 0 0 Plenum Lighting Load 00/0 0 0 0 Return Fan Load 2111 CFM 0 2111 CFM 0 Ventilation Load 0 CFM 01 0 0 CF 0 Supply Fan Load 2111 CFM 2113 2111 CFM -2113 Space Fan Coil Fans 0 0 Duct Heat Gain / Loss 3% 1296 3% 515 XRn a' Central Cooling Coil 46417 3303 - 0 0 Central Heating Coil 0 15285 17 3M _ 'a Key: Positive values are cig loads Neglative values.are htg loads Positive values are htg loads Negative values are CI9 loads Hourly Analysis Program v.4.3 Page 1 of 1