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Home My WebLink AboutSUBMITTED PAPERS_1OFFICE USE ONLY' i DATE FILED: 0 PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: / �V q CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 1 + C PLANNING & DEVELOPMENT SERVICES DEPARTMENT. BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue (� SCANNED Ft. Pierce, FL 34982-5652 � � `�� BY 772-462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 3140 Naylor Terrace Fort Pierce FL 34982 2. PROJECT NAME: Les n"n-e SITE PLAN NAME: N Pr 3. PROPERTY TAX ID #: ' 2427-603-0183-000-4 p 4. LEGAL DESCRIPTION (attach extra sheets if necessary): o-L S 1� f --�J [ l K�c� sr j � ►� t.� o N.a�.� (�, � -r-�.<� �r q��, y ti � Iry • 5. PLAT BOOK 10 6. PAGE NO. 8 7. BLOCK NO. 13' 8. LOT NO. 1 & 2 9. PARCEL SIZE ( �CRESQ FT.): F -3 ; LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: REHABILITATION � e.P �G. p9o'1e� i Se rye@. W N ELJ _-o c o�e.�Ir d ( -rhon , po- --,r '" 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADD_ITION [ ] INTERIORRENOVATION RESIDENTIAL [ ] COMMERCIAL [ ] ' INDUSTRIAL [ ] OTHER (SPECIFY) I'e K z 13. DESCRIPTION OF PROPOSED USE: t'�sZcL� n 14. SQ. FT OF CONSTRUCTION: 15. ' SF. FT 1st FLOOR: 1 r 16. VALUE OF CONSTRUCTION: $ 39,300.00 The value of construction is used to determine the amount of permit fees to be'assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 'UPDATED 6125/09 J OWNER INFORMATION NAME: MAMIE LESANE ADDRESS: 3140 NAYLOR TERRACE CITY: FORT PIERCE STATE: FLORIDA ZIP: 34982 PHONE (DAYTIME): 772 464-8030 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL INNAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C' 6c' 1-2-5f+ t S9 ST. LUCIE COUNTY CERT #: "?!54(4 P BUSINESS NAME: A. THOMAS CONSTRUCTION QUALIFIERS NAME: ANDREW THOMAS ADDRESS: PO BOX 3285 CITY: FORT PIERCE STATE: PHONE (DAYTIME): 772 595-5261 FAX;NO. FLORIDA ZIP: 34948 Email: == 5-1' gaj1oaC0 ARCHIT/ENGINEER: ADDRESS: - CITY: STATE:- ZIP: PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: ATE: - ZIP: MORTGAGE LENDER: ADDRESS:. - CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 'days after notification it will be voided and returned to you by mail.. r i. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required. for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are (exempt from undergoing a full concurreucy review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility, substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN, ATTORNEY BEFORE RECORDING YOUR NOTICE OF ' COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTkXCTOR SIGNATtJRE- STATE OF FLORIDA COUNTY OF ST. LUCIE The foregoing instrument was acknowledged before me this day of AAA 20 by l CONTRA -OR SIGNATURE STATE OF FLORIDA COUNTY OF ST. LUCIE The foregoing instrument was acknowledged before me this 6 day of v 20 fi1 , by who is personally known or has produced _ who is personally known V or, has produced _ 1 as identification. _I as ' ntification: &gdVV ature of Notary ignature of Notary , Commission No. 'o�AK'1��; (SedIJI1TTANYSMITH C Commission No. ''�� ^va••.( ANY SMITH i * *: MY COMMISSION # EE 026613 MY COMMISSION # EE 026613 r•. o EXPIRES: September 16, 2014 ��•. �- EXPIRES: September 16, 2014 �...... • F • Bonded Thru NotaryPublic Underwriters ,,,, ` Bonded Thru Notary Public Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER -BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE MAP NO. , ZONING 'LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # IT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE `W (RADO LIBRARY PUBLIC BLD PUBIC BLD J PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION' FEE FEE GENERAL SCHOOL ROAD 'CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING J FEES DATE SENT TO ADDRESSING: REVIEWS FRONT. ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED • S DATE $ I3 COMPLETED INITIALS `' /Z J PLANNING & DEVELOPMENT SERVICES I oil BUILDING & CODE COMPLIANCE DIVISION i BUILDING PERMIT SUB -CONTRACTOR SUMMARY i A. THOMAS CONSTRUCTION will be using the following sub -contractors for the (Company/Individual Name), project located at 3140 NAYLOR TERRACE FORT PIERCE, FL 34982 (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical g' �C - G ° I z ci' ` ( Ci1/� i Q Plumbing s L L s, S i] O 77 / 7 HVAC/ Mechanical G , ��2,rYt0 o C Z(0570 Roofing Gas FICE USE ONLY: �RMIT ISSUE DATE: UMBER: PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division . BUILDING PERMIT . SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Numb�(Iff►icab►e):PR► ` icehave agreed to be the (Company Name/Individual Name) sub -contractor for (Type of Trade) (Primary Contractor) for the project located at 3140 NAYLOR TERRACE FORT PIERCE FL 34982 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QU. ORIGINAL SIGMA Business Name: Address: City/State/Zip: Phone: (Name of the Individual shown on the Contractor's License) REQUIRED J9 — 1'6�j (3/0e'3/`2n).(5 PRINT NAME DA E nFFICR TTCF. nNI N! v PERMIT# v ISSUE DATE cQlY1 PLANNING & DEVELOPMENT. SERVICES . . Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If applicable): i✓C OZ (055 IM44t ` s0 �G N have agreed to be the (Company Name/Individual Name) U w t sub -contractor for j t4j(V4V�, Cu"r-10, c— (Type of Trade) (Primary Contractor) for the project located at B_ _NA,-4 [ s .eltN � L (Project Street Address or Property Tax ID #) 1 It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED 4,/, al W�Mn"Jqt/ z� SI A -- -PRINT NAME D_ A E Business Name: Address: City/State/Zip: Phone: Z i,{�2�, t7 ( email: OFFICE USE ONLY: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: (:�aaH_,� State of Florida Certification Number (If applicable): Q u Pe G C S$off, 'S' f�, � 1 Co gggi- --P c- , have agreed to be the (Company Name/Individual Name) N2C- C o vA +mq, c1— Csub-contractor for (Type of Trade) (Primary Contractor) for the project located at 3 N O Iy CAIO �o ` � f ��C� F+ �1 �� L 3 O R (Project Street A dress or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED � o dt i � ��' ,j . `1�,►h.o�o � to � � 6 6 l 3 SIGNATURE ee n //�� PRINT NAME 1 j _ DATE Business Name: J U Ir e{� l� D l D C :+l e_ l� %�$ !�/`� � o Ce + ::IN C ' Address: o'. 1 976 S r A li -2 City/State/Zip: Fr) (4,— 5- •- L v e- I e F L' 3 L S Z' Phone: 7 7 62 - 8 -let - 7 l 1 3 email: .9 �h Q( Coo age ryfc e AAA ''�' ` C o `u► OFFICE USE ONLY: PERMIT # ISSUE DATE if Planning & Dev,elopment Services Department - Building & Code Regulations Division 2300 Virginia Avenue • ' Ft Pierce, FL 34982 Phone: 772- 462-2165 Fax:772-462-2522 Request for 30-Day Temporary'Power,Release Date: V.3 , Permit Number: /3C)0/ — 00 8 Project Address: 3140 Naylor Terrace, Fort Pierce; FL 34982 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ' ACKNOWLEDGE AND AGREE AS FOLLOWS: l { 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including, Building Division\Policy, which is incorporated herein by reference. 3. ' All conditions and. requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. Testing" have been fulfilled and the premise is ready for compliance inspection. 5. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be. required to lift the Stop Work Order.. 'WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT. OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE'DISCONNECTIONOF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. SLCPDSD Revised 06/14/2010 RECEIVED NnV 'u Planning & Development. Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 3140 Naylor Ter City / State / Zip: Fort Pierce, FI 34982 Parcel #: 2427-603-0183-000/4 Zoning: RM-11 REVIEW COMMENTS Owner(s): Mamie Lesane Jurisdiction: Saint Lucie County Lot#: 1 Block: 13 1 APPLICATION INFORMATION Permit Number: 1309-0081 Stories: Automatic Sprinkler System? No Permit Type: Building Residential Renovation E C CONTRACTOR INFORMATION Contractor Name: Andrew Thomas SEP 26 2013 Fax Number: + 2-595-5261 Business Name: A Thomas Const Inc PERMITTING Lucie County, FL Email: Atconst06@Yahoo.0 Business Addr: Po Box 3285 - City / State / Zip: Ft. Pierce, FI 34948 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released Documents Missing Incomplete Joe Cicio 9/20/2013 9/20/2013 Comment: SUBMIT AN ORIGINAL ROOF SUB AND ADD TO SUMMARY SHEET FOR THE REPAIRS Front Counter Review Complete Dawn Milone 919/2013 9/9/2013 Comment: Plans Examiner Review Incomplete Joe Cicio 9/1912013 Comment: SUBMIT DUPLICATE, SIGNED ELECTRIC SCHEMATICS FOR THE PANEL LAYOUT AND SERVICE BUILD, 9/19/2013 HOUSE WIRING SYSTEM, SMOKE DETECTORS, GFCI's, ARC FAULTS ETC * CAN BE PERFORMED BY THE ELECTRICAL CONTRACTOR * PLANS MUST MEET THE 2008 N.E.C. Comment: SUBMIT THE PRODUCT APPROVAL IN DUPLICATE FOR THE REQUIRED HURRICANE PROTECTION WITH ALL PROPOSED DETAILS AND ATTACHMENTS MARKED [ WILL NEED A MODIFIED WORK ORDER ] ** 9/19/2013 R301.2.1.2 *** WORK ORDER SPECIFIES IMPACT RESISTANT WINDOWS AND SLIDING GLASS DOORS ** PLS SUBMIT THE CORRECT PRODUCT APPROVALS FOR WINDOWS AND SLIDING GLASS DOORS ** Comment: SUBMIT DUPLICATE ENERGY CALCULATIONS WITH ORIGINAL SIGNATURES DESIGNED TO FT. PIERCE 9/19/2013 JURISDICTION AND CHAPTER'S 3 AND 4 OF THE 2010 FLORIDA ENERGY CODE * BE SURE THAT THE EPL CARDS ARE FILLED OUT AND ORIGINALLY SIGNATURED FOR DISPLAY [ NOT SUBMITTED ] Comment: SUBMIT DUPLICATE MECHANICAL DUCT LAYOUTS DESIGNED PER THE 2010 FOLRIDA MECHANICAL CODE / SHOW ALL BALANCED RETURN RETURNS [ 601.4 ] , DUCT SIZES, C.F.M's , DIFFUSER SIZES ETC * MANUAL J 9/19/2013 CALCULATIONS MUST BE A ROOM X ROOM DESIGN WITH ALL INFORMATION REQUIRED BY THE FLORIDA ENERGY CODES AND FLORIDA MECHANICAL CODES [ NOT SUBMITTED ] Comment: SUBMIT THE ENGINEERING FOR THE REAR METAL ROOF REPLACEMENT IN DUPLICATE * INCLUDE THE 9/20/2013 KICK PLATES ADDITIONS AND SCREEN DOORS [ NOT SUBMITTED ] 9/20/2013 Comment: COMMENTS E-MAILED AND MAILED AS OF THIS DATE C _ 1 Planri60 Development etvicas REVIEW COMMENTS; Building 8 Code Regulation Division: 2300111r0inia Avenue 3`C .� 8— Fort Pierce;FIL 34982 �J Phone:(772)462-2172 Fax:(772)462-1i4+13 �) O� QJ Page 1 PROPERTY INFORMATION Address: 3140 Naylor Ter Owner(s): Mamie Lesane City / State / Zip: Fort Pierce, FI 34982 Parcel #: 2427-603-0183-000/4 Jurisdiction: Saint Lucie County Zoning: RM-11 Lot#: 1 Block: 13 APPLICATION INFORMATION Permit Number: 1309-0081 Stories: Automatic Sprinkler System? No Permit Type: Building Residential Renovation CONTRACTOR INFORMATION Contractor Name: Andrew Thomas Fax Number: 772-595-5261 Business Name: A Thomas Const Inc Business Addr: Po Box 3285 Email: Atconst06@Yahoo.Com City / State / Zip: Ft. Pierce, FI 34948 REVIEWS AND COMMENT Review Tvoe Status Reviewed By Date Started Date Completed Date Released Documents Missing Incomplete Joe Cicio 9/20/2013 9/20/2013 Comment: SUBMIT AN ORIGINAL ROOF SUB AND ADD TO SUMMARY SHEET FOR THE REPAIRS Front Counter Review Complete Dawn Mllone 9/9/2013 919/2013 Comment: Plans Examiner Review Incomplete Joe Cicio 9/19/2013 Comment: SUBMIT DUPLICATE, SIGNED EL C`SCHEMATICS FOR THE PANEL LAY AND SERVICE -BUILD, 9/19/2013 HOUSE WIRING SYSTEM, SMOKECTORS, GFCI's, ARC FAULTS ETC' CAN BE PERFORMED BY THE Comment: ELECTRICAL CONTRACTOR' PLANS MUST MEET THE 2008 N.E.C. = PooV--S SUBMIT THE PRODUCT APPROVAL IN DUPLICATE FOR THE REQUIRED HURRICA OTECTIONFWITH - W S 9/19/2013 ALL PROPOSED DETAILS AND ATTACHMENTS MARKED [ WILL NEED A MODIFIED WORK ORDER ] tn4 R301.2.1.2 WORK ORDER SPECIFIES IMPACT RESISTANT WINDOWS AND SLIDING GLASS DOORS PLS SUBMIT THE CORRECT PRODUCT APPROVALS FOR WINDOWS AND SLIDING GLASS DOORS " Comment: SUBMIT DUPLICATE ENERGY CALCULATIONS WITH ORIGINAL SIGNATURES DESIGNED TO FT. PIERCE 9/19/2013 JURISDICTION AND CHAPTER'S 3 AND 4 OF THW010 FLORIDA ENERGY CODE " BE SURE THAT THE EPL CARD RE FILLED OUT AND ORIGINALLY Y NOT SUBMITTED ] Comment: UBMIT DUPLICATE MECHANICAL DUCTy' l"AYOUTS DESIGNED PER THE 2010 FOLRIDA MECHANICAL CODE 9/19/2013 / SHOW ALL BALANCED RETUR `fURNS [ 601.4 ] , DUCT SIZES, C.F.M's , DIFFUSER SIZES ETC ' MANUAL J CALCULATIONS MUST BE A RO X ROOM DESIGN WITH ALL INFORMATION REQUIRED BY THE FLORIDA ENERGY CODES AND FLORIDA MECHANICAL CODES [ NOT SUBMITTED ] 9/20/2013 Comment: SUBMIT T METAL ROOF REPLAC ICATE' INCLUDE THE KICK PLATES ADDITIONS AND SCREEN DOORS [ NOT SUBMITTED ] 9/20/2013 Comment: COMMENTS E-MAILED AND MAILED AS OF THIS DATE I �mr"rtP. !/oG�y C .Planning 8 Development Services l3ullding &,Code Regulation DI_vlsion. 2300 VIrgInia Avenue; Fort Pierce, F.L. 34982' 06one:(772)462-2172 ,Fax:(772)462-6443 PROPERTY INFORMATION Address: 3140 Naylor Ter City / State / Zip: Fort Pierce, FI 34982 Parcel #: 2427-603-0183-000/4 �J REVIEW COMMENTS i RECEIVED OCT 24Y09 Page 1 Owner(s): Mamie Lesane Jurisdiction: SAINT LUCIE COUNTY Zoning: RM-11 Lot#: 1 APPLICATION INFORMATION Permit Number: 1309-0081 Stories: Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Andrew Thomas Business Name: A Thomas Const Inc Business Addr: Po Box 3285 City / State / Zip: Ft. Pierce, FI 34948 REVIEWS AND COMMENTS Review Tvye DOCUMENTS MISSING 9/20/2013 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW Comment: PLANS EXAMINER REVIEW Comment: 9/19/2013 Comment: 9/19/2013 Comment: 9/19/2013 Comment: 9/19/2013 9/20/2013 Comment: 9/20/2013 Comment: Block: 13 Automatic Sprinkler System? No Fax Number: 772-595-5261 Email: Atconst06@Yahoo.Com Status Reviewed By Date Started Date Completed Date Released INCOMPLETE Joe Cicio 9/20/2013 SUBMIT AN ORIGINAL ROOF SUB AND ADD TO SUMMARY SHEET FOR THE REPAIRS COMPLETE Dawn Milone 9/9/2013 9/9/2013 INCOMPLETE Joe Cicio 9/19/2013 INCOMPLETE Joe Cicio SUBMIT DUPLICATE, SIGNED ELECTRIC SCHEMATICS FOR THE PANEL LAYOUT AND SERVICE BUILD, HOUSE WIRING SYSTEM, SMOKE DETECTORS, GFCI's, ARC FAULTS ETC * CAN BE PERFORMED BY THE ELECTRICAL CONTRACTOR * PLANS MUST MEET THE 2008 N.E.C. SUBMIT THE PRODUCT APPROVAL IN DUPLICATE FOR THE REQUIRED HURRICANE PROTECTION WITH ALL PROPOSED DETAILS AND ATTACHMENTS MARKED [ WILL NEED A MODIFIED WORK ORDER ] ** R301.2.1.2 — WORK ORDER SPECIFIES IMPACT RESISTANT WINDOWS AND SLIDING GLASS DOORS ** PLS SUBMIT THE CORRECT PRODUCT APPROVALS FOR WINDOWS AND SLIDING GLASS DOORS ** SUBMIT DUPLICATE ENERGY CALCULATIONS WITH ORIGINAL SIGNATURES DESIGNED TO FT. PIERCE JURISDICTION AND CHAPTER'S 3 AND 4 OF THE 2010 FLORIDA ENERGY CODE * BE SURE THAT THE EPL CARDS ARE FILLED OUT AND ORIGINALLY SIGNATURED FOR DISPLAY [ NOT SUBMITTED ] SUBMIT DUPLICATE MECHANICAL DUCT LAYOUTS DESIGNED PER THE 2010 FOLRIDA MECHANICAL CODE / SHOW ALL BALANCED RETURN RETURNS [ 601.4 ] , DUCT SIZES, C.F.M's , DIFFUSER SIZES ETC * MANUAL J CALCULATIONS MUST BE A ROOM X ROOM DESIGN WITH ALL INFORMATION REQUIRED BY THE FLORIDA ENERGY CODES AND FLORIDA MECHANICAL CODES [ NOT SUBMITTED ] SUBMIT THE ENGINEERING FOR THE REAR METAL ROOF REPLACEMENT IN DUPLICATE * INCLUDE THE KICK PLATES ADDITIONS AND SCREEN DOORS [ NOT SUBMITTED ] COMMENTS E-MAILED AND MAILED AS OF THIS DATE Joe Cicio To: Cc: Subject: Brittany Smith Carl John Peterson RE: Change order 3140 Naylor Ter Thanks Brittany for the update. Please e-mail me a copy of the affidavit from Pride Electric at the end of the job for our files JoseyA' A. e4cio Plans Eviw2ii2ei- II Stuidxu d Building- Inspector• Building Plans Eyw2iner- One xid Two EurulyDwellinglnspector One and Two Ru2ii1yPlims Eywiiner St. Lucie County- Planning x2d Development Services 772-162--1. 53 'r r From: Brittany Smith Sent: Thursday, October 24, 2013 11:02 AM RF To: A. Thomas Const. Inc Cc: Diana Wesloski; Jay Moseley; Joe Cicio 2013 Subject: RE: Change order 3140 Naylor Ter Importance: High Andrew, Attached is the Change Order for the Lesane project. Please print 4 copies and have both yourself and the homeowner sign and return to me for processing. As noted on the Change Order item 001 has been removed from the scope of work. In addition we have made the changes to the electrical which I have attached for you and Mr. Cicio to review. At this time the following needs to be addressed with the Building Department in order for your permit to be issued: Miami Dade NOA's for the windows and sliding glass door need to be submitted as the MI windows do not carry this certification. Approved energy calculation and manual J's for the mechanical system with duct layouts conforming to current codes. Once work commences you will need to correct the installation on the front entry door as it has been installed backwards. Please bring me the executed Change Order as soon as possible as it takes some time to get it routed for signature and processed. In addition please let me know when the above items have been taken care of with the Building Department. Please note that no work can take place until your Building Permit has been issued. If you have any additional questions please let me know. Thank you. Brittany Smith Housing Program Specialist St. Lucie County Housing & Community Services 772-462-1290 772-462-2855 Fax smithb gstlucieco. org From: A. Thomas Const. Inc [mailto:atconst06@yahoo.com] Sent: Wednesday, October 23, 2013 9:57 PM To: atconst06@)yahoo.com Cc: Brittany Smith Subject: Change order 3140 Naylor Ter Please email me the change order to review prior to setting a time for signature. I would like to confirm scheduling with my electrician and a/c contractor and review my timeline for this project. According to Joe Cicio he will require documentation from your office that the screen room repair will be removed from the scope as well, due to the engineering required to complete the permitting. If I understand correctly we are not removing the wiring that already meets NEC codes, only the wiring that needs brought up to code, replacing drywall and painting. Cordially, Andrew Thomas A. THOMAS CONST INC. ATCONST06(aD-YAHOO.COM 772-595-5261 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. A•. Thomas Construction Change Order #2 Mamie Lesane 3140 Naylor Terrace Fort Pierce, FL 34982 Attachment A Include the following language to the scope of work: 1. INSTALL NEW 200A METER, INDOOR PANEL, AND OVERHEAD RISER 2. NEW ELECTRICAL SERVICE GROUNDING SYSTEM INCLUDING GFIC PROTECTED RECEPTACLES, SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE. 3. REPAIR OR REPLACE DAMAGED WIRING NOT TO CODE 4. REPLACE ROMEX WIRES THAT HAVE ALUMINUM CONDUCTORS 5. INSTALL NEW ELECTRICAL TAMPER PROOF TRIM DEVICES 6. INSTALL NEW ELECTRICAL SWITCHES 7. GROUND ALL METAL BOXES AND ELECTRICAL DEVICES PER CODE A 8. REPAIR OF REPLACE DAMAGED ELECTRICAL FLEX CONNECTIONS' 9. REPAIR OR REPLACE EXPOSED ELECTRICAL WIRING NOT TO CODE 10. REPAIR OR REPLACE ELECTRICAL WIRING NOT TO CODE FOR ELECTRIC APPLIANCES OR EQUIPMENT 11. CHECK THE INTERIOR AND EXTERIOR FOR ANY FAULTY OR INCORRECTLY INSTALLED ELECTRICAL WIRING AND MAKE REPAIRS AS NEEDED. 12. PERFORM AN ELECTRICAL SYSTEMS INSPECTION AND PROVIDE AFFIDAVIT ON LETTERHEAD AFFIRMING THAT THE ELECTRICAL SYSTEM HAS BEEN 13. INSPECTED AND IS IN SAFE WORKING CONDITION. 14. ALL WORK PERFORMED BY PRIDE ELECTRICAL SERVICES OF FL WILL BE A GUARANTEED AND WARRANTED FOR A I YEAR PERIOD. f CHANGE ORDER ST. LUCIE COUNTY PROJECT: CHANGE ORDER NUMBER: 1 Mamie Lesane 3140 Naylor Terrace INITIATION DATE: 10/23/2013 Fort Pierce, FL 34982 TO (Contractor): A. Thomas Construction 1380 Bayshore Drive Fort Pierce, FL 34949 CONSULTANT'S PROJECT NO.: ST. LUCIE COUNTY CONTRACT NO: C13-08-320 CONTRACT DATE: 8/8/2013 You are directed to make the following changes in this contract: Additional sheet(s) attached as Exhibit A - 1. Delete language at contractors request "Replace panel and service with minimum 200 amp panel and service. Replace all existing wiringwith new wiring throughout to meet current code. 2. Add language on Attachment A to existing scope of work. 3. Remove item 001 from the scope of work. The original (Contract Sum) was $39,300.00 Net change by previous authorized Change orders $0.00 The (Contract Sum) prior to this Change order $39,300.00 The (Contract Sum) will be (01;sfeased) (decreased-er tnGhanged) by this Change Order-$1,850.00 The new (Contract Sum) including this Change order will be $37,450.00 The Contract Time will be "^^Feared" (decreased) (unchanged) by 0-days The Date of Substantial Completion as of the date of this Change Order therefore is: 11/11/2013 Funds Available: Account Number 001544-5420-549605-500 The adjustment in Contract Price and/or Contract Time stated in this Change Order shall comprise the total price and/or time adjustment due or owed the Contractor for the work or changes defined in this Change Order. By executing this Change Order, the Contractor acknowledges and agrees that the stipulated price and/or time adjustments include the costs and delays for all work contained in the Change Order, including costs and delays associated with the interruption of schedules, extended overheads, delay, and cumulative impacts or ripple effect on all other non -affected work under this Contract. Signing of the Change Order constitutes full and mutual accord and satisfaction for the adjustment in contract price or time as a result or increases or decreases in costs and time of performance caused directly and indirectly from the Change Order, subject to the current scope of the entire work as set forth in the Contract Documents. Acceptance of this waiver constitutes an agreement between the County and Contractor that the Change Order represents an - equitable adjustment to the Contract, and the Contractor will waive all rights to file a claim on this Change Order after it is properly executed. All work performed under this Change Order shall be performed in accordance with the contract specifications. Recommended: Approved: Mamie Lesane Housing and Community Services Homeowner St. Lucie County Department 3140 Naylor Terrace, Fort Pierce, FL 34982 437 North 7th Street, Fort Pierce, FL 34950 Address Address By Date Agreed To: A. Thomas Construction Contractor 1380 Bayshore Drive, Fort Pierce, FL 34949 Address By: Beth Ryder Diana Wesloski Authorized St. Lucie County:2300 Virginia Ave., Ft. Pierce, FL 34982 Faye W. Outlaw, MPA Date Approved as to Form and Correctness: By Date County Attorney may. t' AC Search Page 1 of 1 a 1�j '- AC Search Are you a Manufacturer? I Sin In Home O Modify N Export Double click on a row to view/print AHRI certificate. 4HRI certificates are not available for Obsolete AC and HP equipment. Disclaimer. Indoor Coil Air Quantity is used for standard rating/test purposes only. Actual values may vary depending on the installation. 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All rights reserved. http://www.ahridirectory.org/ahridirectory/pages/ac/defaultSearch.aspx 9/6/2013 Planning & Development Services 71 Building & Code Regulation Department COUNITY 2300 Virginia Ave • Fort Pierce, FL 34982 FILE Cumrwy 772-462-2165 Fax 462-6443 I INSULATION INSTALLATION CERTIFICATE N l �.nn Name: A f_ L P sa ns� Permit #: 1 ang ni:)Sj Address: _?>140 0 G.N l orz Tn Yr. Lot: I : 0 Block: 13 Subdivision: _f�; \ `,e ,. LcL 1c=.e Pa-'r �- The undersigned hereby certifies that insulation as been installed at the above described property as follows: 1. Exterior CBS walls have been insulated with ........................... () Spray on cellulose which thickness, according to the manufacturer: Fi-Foil, () Fiberglass blankets (Density N/A) will yield an "R" value of 4.1. () Aluminum Foil () Other Exterior Frame wall have been insulated with ......................... () Spray on cellulose To a thickness of 6.25 inches, which thickness, according to () Fiberglass blankets the manufacturer, Certain Teed, (Density N/A) will yield an () Aluminum Foil "R" value of 19. () Other Ceilings — Level - have been insulated with1hn5.Ml0A it le__ () Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to (,.)'Fiberglass loose fill the manufacturer, Certain Teed, (Density N/A) will yield an () Aluminum Foil "R" value of 30. () Other Cellulose SAB Ceilings — Cathedral — have been insulated with ................... () Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to () Fiberglass loose fill the manufacturer, Certain Teed, Density (N/A) will yield an () Aluminum Foil "R" value of 30. () Other Cellulose.SAB 3. Interior knee walls have been insulated with ........................ () Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to () Polyurethane the manufacturer, Certain Teed, (Density N/A) will yield an () Spray on cellulose "R" value of 30. () Other 4. Garage partition walls of conditioned living areas have been ( ) Fiberglass blankets insulated with........................................................................ ( ) Spray on cellulose to a thickness of 6.25 inches, which thickness, according to the ( ) Polyurethane manufacturer, Certain Teed, (Density N/A) will yield an ( ) Other "R" value of 19. MULTI -FAMILY, RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows — Frame/Metal stud walls R-11 (Min); CBS or Concrete walls R-3 (Min) by Energy Code requirements. See Energy Code Rev.1/87, paragraph 903.2(b), on pages 9-17, latest edition. These "minimum levels of insulation" are not included the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the PCF (lb/ft3) average of three (3) "DRY SAMPLES" of actual installation. ✓, /�✓11 CGS �/ Print Name of Insulation Contractor Signature of Insulation Contractor r' e-C, 1 I 1 a t e l 'a-o I "� Ce ification Number Date of Certification Gf �Z jNota4Put#ic /�(y✓/ 3 :1are;;�s: BETTY W. PRIDE ` *, k: Commission # DID 978391 RECEIVED NOV 2 7 2013 Expires April 22, 2014 °1V Bonded Th. Troy Fain Ins..80M05.7019 A'. Thomas Construction Change Order #2 Marie Lesane 3140 Naylor Terrace Fort Pierce, FL 34982 Attachment A Include the following language to the scope of work: T. LUCIE COUN' BUILDING DIVr8f1 DATE p . PLANS ND PERMIT MUST B EPT ON JOB OR NO INSPECTION WILL BE MADE 1. INSTALL NEW 200A METER, INDOOR PANEL, AND OVERHEAD RISER 2. NEW ELECTRICAL SERVICE GROUNDING SYSTEM INCLUDING GFIC PROTECTED RECEPTACLES, SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE. 3. REPAIR OR REPLACE DAMAGED WIRING NOT TO CODE 4. REPLACE ROMEX WIRES THAT HAVE ALUMINUM CONDUCTORS 5. INSTALL NEW ELECTRICAL TAMPER PROOF TRIM DEVICES 6. INSTALL NEW ELECTRICAL SWITCHES 7. GROUND ALL METAL BOXES AND ELECTRICAL DEVICES PER CODE 8. REPAIR OF REPLACE DAMAGED ELECTRICAL FLEX CONNECTIONS 9. REPAIR OR REPLACE EXPOSED ELECTRICAL WIRING NOT TO CODE 1.0. REPAIR OR REPLACE ELECTRICAL WIRING NOT TO CODE FOR ELECTRIC APPLIANCES OR EQUIPMENT 11. CHECK THE INTERIOR AND EXTERIOR FOR ANY FAULTY OR INCORRECTLY INSTALLED ELECTRICAL WIRING AND MAKE .REPAIRS AS NEEDED. 12. PERFORM AN ELECTRICAL `SYSTEMS INSPECTION AND PROVIDE AFFIDAVIT ON LETTERHEAD AFFIRMING THAT THE ELECTRICAL SYSTEM HAS BEEN 13. INSPECTED AND IS IN SAFE WORKING CONDITION. 14. ALL WORK PERFORMED BY PRIDE ELECTRICAL SERVICES OF FL WILL BE GUARANTEED AND WARRANTED FOR, A 1. YEAR PERIOD. ELECTRICAL DE VICES OF FLORIDA, INC. 847 SOUTH KINGS HIGHWAY, #104-8 FORT PIERCE, FLORIDA 34945 i ae& �-Il c FC_Q! -N9 YA PRIDE 'DCDC�-1 ELECTRICAL SERVICES OF FLORIDA, INC. ELECTRICAL RISER DIAGRAM ` NOT TO SCALE *Use for Temporary Construction Power Pole and Single Family Service Change Only geft-' ue EX i--'-k1c94 SC u' ae, o>J A!5p- Pv J a m o'wA c;ar w ar A ft 6 P xJ Underground Overhead :3` Z/O ' r " ` — 1. Size Service: I AirIrA 1-204mov 1 IN �/� (/ ��X 2. Conductor Size: CU ❑ALUM 3. a. Meter Main: ❑ '40 d';R b. Meter Can Only: 142- Grounding Electrode Conductor Size P El#6 �, #4 COPY ❑ #2 ❑ Other CONSTRUCTION TYPE: _ X Residential Dual Electrodes or Test Required El Mobile Home ❑ New Installation Digitally signed by Michael Pride Old Installation DN: cn=Michael Pride, o=Pride ,Electrical Services of FL, Inc, ou, 'email=mike@pride electncal.com, c=US Date: 2013.09.2311.40:28 -04'00' 847 SOUTH KINGS HIGHWAY, #104-B 9 FORT PIERCE, FLORIDA 34945 • (772) 461-2777 0 FAX (772) 461-2778 Florida Building Code Online ` , !' RC) Pagel of 3 x, Hod {a a.parinrentl tics Home Log In User Registration ; Hot Topis ;� Submi[ Surcharge Stats & Facts j Publications j FBC Staff BQS Site Map : Unks Search j Business U Professional �' i 'i USER: uhct Usepproval Product Approval Menu > Product or Application Search > Application List > Application Detail w ' FL d FL4904-RS Application Type Revision Code Version 2010 Application Status Approved -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived t ? Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreJber@mason[te.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Emalt C Quality Assurance Representative Aid Address/Phone/Email qF F10 LE> . Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Stand0rd Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method i Option A Date Submitted 10/12/2011 Date Validated 03/18/2012 Date Pending FBC Approval Date Approved 03/26/2012 Summary of Products http://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgtelulwBNbbISci... 9/4/2013 Florida Building Code Online Page 2 of 3 r FL * Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door Units 6-8- Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC N1006110.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904 RS II F1,0128.odf Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 3'-0' x 6'-8' max nominal size. When large missile Impact FL4904 R5 AE 504A.odf resistance is required, hurricane protective system is NOT required. See Created by Independent Third Party: Yes DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door Units W-0' Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 RS C CAC NI006110.02.pdf Approved for use outside HVHZ.• Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +70.01-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904 RS II FL0129.0f Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, {Code requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 3'-W x 8'-0' max nominal size. When large missile impact FL4904 R5 AE 503A.pdf resistance Is required, hurricane protective system Is NOT required. See Created by Independent Third Party: Yes j DWG-MA-FLO129-05 for details. i 4904.3 Wood -edge Steel Slde-Hinged Door Units 6'-8' Opaque I/S and O/S Door w/ or w/o Sidelites LI use Certification Agency Certificate ` pproved for use in HVHZ: Yes FL4904 R5 C CAC N1006110.01.13df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-S5.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida Building FL4904 R5=Independent Code Including the High Velocity Hurricane Zone, and where pressure Verified Byditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created byird Party: Buildings and Other Structures, does not exceed the design pressures Evaluation12'-0' x W-8' max nominal size. When large missile impact FL4904 R5 resistance hurricane protective system Is NOT required on Created by Independent Third Party: Yes C) panels, but is req nels. See DWG-MA-FLO128- O5 for details. 4904A Wood -edge Steel Side -Hinged Door Units '-O' Opaque 1/S Door w/ or w/o Sidelftes Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 R5 C CAC NI006110.02.odF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant.. Yes 12/31/2014 Design Pressure: +45.01-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904 RS II FL0129.pdf Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Parry: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-O' x W-0' max nominal size. When large missile Impact FL4904 R5 AE 501A.odf resistance Is required, hurricane protective system is NOT required on Created by Independent Third Party: Yes opaque panels, but is required on glazed panels. See DWG-MA-FLA129- 05 for details. 4904.5 Wood -edge Steel Side -Hinged Door Units 8'-0' Opaque O/S w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC N1006110.02.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes 12/31/2014 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use In locations adhering to the Florida Building FL4904 R5 11 FLO129.odf Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0' x W-0' max nominal size. When large missile impact FL4904 115 AE 501A.pdF resistance is required, hurricane protective system is NOT required on Created by Independent Third Party: Yes opaque panels, but is required on glazed panels. See DWG-MA-FL0129- 05 for details. j 4904.E Wood -edge Steel Side -Hinged Door Units 6'-B' Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 RS C CAC NI006110.03.pdf Approved for use outside HVHZ.• Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +50.S/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904 R5 IT FL0130.ndf Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0' x 6'-8' max nominal sae. When large missile impact FL4904 R5 AE 502A.01' resistance Is required, hurricane protective system is required. See DWG- Created by Independent Third Party: Yes MA-FLO130-05 for details. 4904.7 Wood -edge Steel Side -Hinged Door Units 8'-0' Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC NI006110.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +40.0/-45.0 . Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904 R5 11 FLO131.13df Code Including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation & Management Institute, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the design pressures Evaluation Reports fisted. 12'-0' x W-O' max nominal size. When large missile Impact FL4904 R5 AE 501A.pdf resistance is required, hurricane protective system Is required. See DWG- Created by Independent Third Party: Yes MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door Units 8'-0' Glazed O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R5 C CAC N1006110.04.pdf httti://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSci... 9/4/2013 �� ,lGt•�2•�LtG'•s SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL N07ES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYUREMANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. S. PLASTICS TESTING OF LITE FRAME MATERIAL: T T n[fGn[il[fTlnAl nVQlPWATInN OGCI II T SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.49 TENSILE STRENGTH* I ASTM D638 7.50% DIFF • COMPARATIVE TFN5ILE STRENGTH AFTER WEATHEKING 4500 HOURS XENON ARC METHOD I 149' MAX. OVERALL FRAME IWO1H 21" MAX 36.375" MAX. -- D.L.O. - PANEL WIDTH 37.5" MAX. W/ASTRAGAL I� FRAME WIDTH w 0o �O W 1'10 DOUBLE DOOR UNIT W/SIDELITES In on u 0: :00 Lj: 110 0 1 1 11001 1 110 0 1 DOUBLE DOOR UNIT SINGLE DOOR UN17 SINGLE DOOR UNIT WITH $)DELI7E WITH SIDELITE TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS DETAILS 3 ANCHORING LOCATIONS do DETAILS MkdumloWR evoodim, lb 16- 24 Wowed By. 01 ICI ICI --, III SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING I OUTSWING X 37.5 +7 ..0 -76.0 +190 -19.0 +55.0 -55.0 XX 74 f76.0+76.0 +55.0 +55.0 -55.0 +19.0 -19.0 +55.-55.OXorXO 5 +5 .0 + .0- 5.0 +19.0 -19.+55.0 -55.0 0 O11 .5 + 5.0 + .0 .0 +19.0 - 9.0 +55.0 -55.0 OXXO 149 + 5.11 -55.0 +55.0 -55.0 +19.0 -19.0 + 5.0 -55.0 KURT BALTHAZOR FLORIDA P.E. #56533 scats: N.T.S. owc. n SWS CKK. BY: DMINING NO.: SEE DETAIL .c. 6" SEE DETAIL 3• 6" 3" ,•E, I II I II 6,. _I 6,. �I I — 1m 6„ 3" _l w Q (L 9 z B a e C, — 6" — v 6" 3. II Ir6" 6" II e I m ul • — N w a U as SEE DETA y .D.. r 0 w L L �G y n M SEE DETAIL "c. 1 6"3 3" x 3.. 3" ,E 1 � 3" " � � � 3. t ' -r--_ _'-" 6" SEE DETAIL —jII 6 —I #10 x 2" ASTRAGAL RETAINER BOLT HOLE - #8 x 2-1/2" #8 x 2-1/2" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE #8 x Z-1/2'. #10 x 5/8" � #10 x 1" FORUAT1R375"ETHROW UGH Q #10 x 5/8" # 10 x 3/4" DETAIL "F" ASTRAGAL #10 x 2" DETAIL "E" ASTRAGAL FRAME DOOR 1G (I/a• TEMP. Glass) ATTACH ASTRAGAL RETAINER BOLT DOW 995� AL oPSTEE L R BUM E SPACER _DETAIL "D„ DETAIL "C" STRIKE PLATE TO FRAME 1�z ALUM. STEEL OR 9urn. spacFJt AS SHOWN. TYPICAL — f ®s x 1-1/2" Pf S AdOeRdumtoNAMI �- 0.962'{ Ceitend NG: ReveWed Date 1.375" By DOW INSWING THRESHOLD OUTSWING THRESHOLD FOR 'NrERIQ TYPICAL GLAZING DETAIL Smc* N.T.S. DWG. Sr. SINS CNN. 9Y: DRAWING NO.: OWG-AM-FLO125-05 SHEET _L OF 3 SEE DETAIL "C" SHT. 2 ATTACHMENT_ DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR US MB HEAD AND THRESHOLD FASTEN ALYZED FO IS�itl T INCLUDE #10 WOOD SCREW OR 3/16" TAPCONS, A SICAL SHIM MUST BE PLA CH ANCHOR ` LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". '2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SQU7k1ERN—PINE--LUMBER' AND—A-CHEiVEMEN•T—.--, OFF--1'y2" TvTfNTfvTC7M EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD B BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3" —� 6.3� r N U a SEE DETAIL "D" SHT. 2 a W w �I a N N W 6 3" I I I t I 6" 6" I I I I _ i t G H II I 9 li i LIGRf1WhRF gr.wi7f)l II F 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES IMIN" I — 0.25" MAX CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.2N" o a '. 0.25" SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION cL L0 U DO J O o(0 TY `I 00 aU I_ L 0 Z � Lou AddettoNW scue: N.T.S. RedNa: o a y owc. er: SW; aw Date R OflAYANO Ne.: OF FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: MAMIE LESANE Builder Name: Street: 3140 NAYLOT DR Permit Office: City, State, Zip: FT. PIERCE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing Existing (Projecte 9. Wall Types (1200.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1200.00 ft2 ,3. Number of units, if multiple family 1 b. N/A c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 R= ft2 5. Is this a worst case? No 10. Ceiling Types (1248.0 sqft.) Insulation Area 6. Conditioned floor area above grade (1`12) 1248 a. Under Attic (Vented) b. N/A R=30.0 1248.00 ft2 R= ft2 Conditioned floor area below grade (ft2) 0 c. WA R= ft2 7. Windows(158.0 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret:: Attic, AH: Main R ft2 6 185 a. U-Factor: Sgl, U=1.07 158.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.0 SEER:16.00 c. U-Factor: NIA ft2 SHGC: d. U-Factor: WA ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 27.0 COP:1.00 Area Weighted Average Overhang Depth: 4.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1248.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1248.00 ft2 b. Conservation features EF: 0.920 b. N/A R= ft2 None c. WA R= ft2 15. Credits Pstat Glass/Floor Area: 0.127 Total Proposed Modified Loads: 25.78 PASS Total Standard Reference Loads: 32.76 I hereby certify that the plans and specifications covered by Review of the plans and ENE ST this calculation are in compliance with the Florida Energy specifications covered by this � Code. calculation indicates compliance �'f r°�� ; ,:k. �+ with the Florida Energy Code.�0 PREPARED BY: DATE: Before construction is completed I hereby certify that this building, as designed, is in compliance this building will be inspected for compliance with Section 553.908 Florida Statutes. r ,� with the Florida Energy Code. CODon WE�� C•3WNER/AGENT: BUILDING OFFICIAL: DATj_ . DATE: 10/25/2013 11:01 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: -Permit Office: Jurisdiction: Family Type: New/Ebsting: Comment: MAMIE LESANE User 1 Single-family Existing (Projected) Bedrooms: 3 Conditioned Area: 1248 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 3140 NAYLOT DR ST. LUCIE COUNTY FT. PIERCE, FL, CLIMATE v Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1248 9984 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1248 9984 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 126 ft 0 1246 ftz 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Al3sor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1352 ftz 0 ftz Medium (1.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1248 ftz N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1248 ftz 0.11 Wood 10/25/201311:01 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Heigh, Sheathing Framing Solar Below Space = 1 N Exterior Concrete Block - Ext Insul Main 4.09999 47 8 376.0 ftz 0 0 0.75 0 E Exterior Concrete Block - Ext Insul Main 4.09999 28 8 224.0 ft2 0 0 0.75 0 _2 _ 3 S Exterior Concrete Block - Ext Insul Main 4.09999 47 8 376.0 ftz 0 0 0.75 0 4 W Exterior Concrete Block - Ext Insul Main 4.09999 28 8 224.0 ftz 0 0 0.75 0 DOORS # Omt Door Type Space Storms U '✓alue HeightIn Area FtWidthIn Ft 1 S Insulated Main None .46 3 6 8 20 ftz WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.07 0.5 12.0 ftz 4 ft0 in 6 ft 0 in Drapesiblinds None 2 N 1 Metal Single (Tinted) Yes 1.07 0.5 12.0 ftz 4 ft 0 in 6 ft 0 in Drapes/blinds None 3 N 1 Metal Single (Tinted) Yes 1.07 0.5 6.0 ft' 4 ft 0 in 6 ft 0 in Drapesiblinds None 4 N 1 Metal Single (Tinted) Yes 1.07 D.5 40.0 ftz 4 ft 0 in 6 ft 0 in Drapestblinds None 5 S 3 Metal Single (Tinted) Yes 1.07 0.5 20.0 ftz 4 ft 0 in 6 ft 0 in Drapes/blinds None 6 S 3 Metal Single (Tinted) Yes 1.07 0.5 20.0 ftz 4 ft 0 in 6 ft 0 in Drapes/blinds None 7 S 3 Metal Single (Tinted) Yes 1.07 0.5 24.0 ftz 4 ft 0 in 6 ft 0 in Drapes/blinds None 8 W 4 Metal Single (Tinted) Yes 1.07 0.5 24.0 ftz 4 ft 0 in 6 ft 0 in Drapesiblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1636.8 89.86 168.99 .365 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 27 kBtuthr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:16 28 :zBtu/hr 840 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 60 gal 120 deg None 10/25/201311:01 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 - DUCTS v — Supply — — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 185 fly Attic 20 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES • Programable Thermostat: Y Ceiling Fans: Cooling Jan Heatingg HJan Feb HFeb Mar Mar r r I Ar Jul May Jun Jul May rl Jun rl Aug AugSepp r.1 Sep Oct Oct Nov Nov Dec Dec Ventin Jan Feb X Mar May JunJul Aug Se 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 78 741 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 68 611 68 68 68 68 68 PM 68 68 68 68 68 68 611 68 68 68 66 66 I W25/2013 11:01 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 3140 NAYLOT DR PERMIT #: FT. PIERCE, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections -for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers; shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/1611:3). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 10/25/201311:01 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 3140 NAYLOT DR, FT. PIERCE, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U-Factor: Sgl, U=1.07 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: NIA SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Existing (Projecte Single-family 1 3 No 1248 Area 158.00 ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= 9. Wall Types a. Concrete Block - Ext Insul, Exterior b. NIA c. NIA d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main ft2 12. Cooling systems ft2 a. Central Unit ft2 4.000 ft. 0.500 Area 1248.00 ft2 ft2 ft2 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 through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Si � nq, atur,� Date: /0 Address of New Home: o City/FL Zip: iT �/(/b 7er Insulation R=4.1 R= R= R= Insulation R=30.0 R= R= Area 1200.00 ft2 ft2 ft2 ft2 Area 1248.00 ft2 ft2 ft2 R ft2 6 185 kBtulhr Efficiency 28.0 SEER:16.00 kBtulhr Efficiency 27.0 COP:1.00 Cap: 40 gallons EF: 0.92 Pstat o�'gNE SrgTO� t " �y.fn COD *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Date: Sep30,2013 wrightsoft� Enure House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466.6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Project Information For. MAMIE LESANE 3140 NAYLOR TERR, FT. PIERCE, FL Notes: Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17215 Btuh Structure 15550 Btuh Ducts 4588 Btuh Ducts 6884 Btuh Central vent (37 cfm) 1137 Btuh Central vent (37 cfm) 609 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22940 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 21891 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2599 Btuh Ducts 1859 Btuh Heating Cooling Central vent (37 cfm) 1543 Btuh Area (ft2) 1248 1248 Equipment latent load 6001 Btuh Volume (ft-3) 11232 11232 Air changes/hour 0.45 0.23 Equipment total load 27891 Btuh Equiv. AVF (cfm) 84 43 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM 14AJM SERIES Model Cond 14AJM30 AHRI ref Coil RHLL-HM3617++RCSL-H*3617 AHRI ref 3412355 Efficiency 100 EFF Efficiency 13.0 EER, 16 SEER Heating input 5.1 kW Sensible cooling 20440 Btuh Heating output 17448 Btuh Latent cooling 8760 Btuh Temperature rise 16 OF Total cooling 29200 Btuh Actual air flow 973 cfm Actual air flow 973 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2013-Oct-25 10:58:14 wrightsoftm RightSufte® Universal 2013 13.0.01 RSU08101 Page 1 ACCA ...Ics\Documents\wrightsoft HVAC\LESANE, MAMIE.rup Cale = MJ8 Front Door faces: N wrightsoft° Right-M Worksheet Job: Entire House Date: Sep 30, 2013 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-4W-6799 Fax 772-466.6796 Email: QUICKCALCS@AOL.COM 1 Room name Entire House MASTERBEDROOM 2 Exposed wall 118.0 ft 29.0 ft 3 Room height 9.0 ft d 9.0 ft heaUcool 4 Room dimensions 16.0 x 13.0 ft 5 Room area 1248.0 ft' 208.0 ftz Ty Construction U-value Or HTM Area (ft) Load Area (ftz) Load number (Btuh/W-°F) (Btuh/ftz) or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs 0.143 'n 4.00 ` 2.55 423 349 1398, 889 144 13g b29 336 1A-clom ' 1.270 n 35.56 34.77 12 0 427 417 12 . 427 417 1Ac1om 1.270 n 35.56, 34.77 21 0 747 730 0: 0 0 1A-clomd 1.270 n'.. 35.56. 34:77 41 :_ 0 1451 1419 :0'.. 0. : 0 0. 11 yJ 13AAocs 0.143 s 4.00 2.55 387 302 1209 769 0 0 0 0 �C 1A-c1om 1.270 s 35.56 34.77 24 24 853 835 0 0 0 0 1A-clom 1.270 s 35.56 34.77 40 40 1422 1391 0 0 0 0 L�-Gp 11DO 0.390 s 10.92 11.31 21 21 229 238 0 0 0 0 VY 13A-4ocs -,.° b:143 w 4.00 - 2:55 252 228 913 580 117 105 ;_ '420 257, i---G IA -clam 1.270 w 35.56 91.12 24 0 853 2187 12 0 427 1093' P 12C-Osw 0.091 - 2.55 1.28 288 288 734 370 0 0 0 0 C 1613-30ad . 0.032 - 0.90._ 1.68 1248 1248 1118 2097 208 208 186 349 F 22A-tpl 0.989 - 77.69 0.00 _ 1248 118 3268 0 208 29. 803 - _ 0 6 c)AEDexsursion 0 160 Envelope loss/gain 14623 11920 2792 2623 12 a) Infiltration 2592 710 637 174 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 2 460 Appliances/other 2000 0 Subtotal (lines 6 to 13) 17215 15550 3429 3257 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17215 15550 3429 3257 15 Duct loads 27% 44% 4588 6884 27% 44% 914 1442 Total room load 21803 22434 4343 4700 Air required (cfm) 973 973 194 204 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri htSOft' 2013-Oct-2510:58:14 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 1 �� ...Ics\DocumentslWdghtsoft WAC\LESANE, MAMIE.rup Cale = MJ8 Front Door faces: N - wrightsoft° Right-JO Worksheet Job: Entire House Date: Sep 30, 2013 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name CLOSET BEDROOM 2 2 Exposed wall 3.0 ft 23.0 ft 3 Room height 9.0 ft heaticool 9.0 ft heaUcool 4 Room dimensions 7.0 x 3.0 ft 11.0 x 12.0 ft 5 Room area 21.0 ftz 132.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ftz) Load number (Btuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs 0.143 n 4.00 2.55 '6 0 0 0 0 0 0 0 1Aclom 1.270 n 35.56 34.77 0 0 0 0 0 0- 0 0 IA-c1om 1.270 n 35.56 34.77 0 0 0, 0 0 0. 0 0 IA-clomd 1.270 `n. 35.66 34.77 , „ .0 0 0 _0 0 0, 0 _._ . 0. 11 yyJJ 13A-4ocs 0.143 s 4.00 2.55 0 0 0 0 99 87 348 221 I--G IA-c1om 1.270 s 35.56 34.77 0 0 0 0 12 12 427 417 IA-c1om 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 ll-_Gp 11 DO 0.390 s 10.92 11.31 0 0 0 0 0 0 0_ 0 W , 13A-4ocs 0.143 w 4.00 2.55 27 27 108. '69 108 96 384 244 C 1A-clom 1;270 w 35:56 91.12 0 ' 0 0 , 0 12 0 ` 427 1093 P 12C-Osw 0.091 - 2.55. 1.28 0 0 0 0 0 0 0 0 C 168-30ad ._' 0.032 - 0.90 1.68 21 21 19 35 132 132 118 222 F 22A-tpl 0.989 - 27.69 0.00 21 3 83 0 132 23 637 , _ 0 6 c) AED excursion -8 155 Envelope loss/gain 210 96 2341 2354 12 a) Infiltration 66 18 505 138 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 276 114 2847 2492 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 276 114 2847 2492 15 Duct loads 27% 44% 74 50 27% 44% 759 1103 Total room load 349 164 3605 3595 Air required (cfm) 16 7 161 156 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightSO t' RightSuite® Universal 2013 13.0.01 RSU08101 2013-Oct-25 1 Page 2 /�� ...Ics\Documents\Wrightsoft HVAC\LESANE, MAMIE.rup Cale = MJ8 Front Door faces: N - wrightsoft9 Right-M Worksheet Entire House QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone. 772-466.6799 Fax 772-466-6796 Email: QUICKCALCS@PAL.COM Job: Date: Sep 30, 2013 By: 1 Room name BEDROOM 3 BETH. 2 Exposed wall 11.0 ft 7.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heatfcool 4 Room dimensions 11.0 x 12.0 ft 7.0 x 7.0 ft 5 Room area 132.0 W 49.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number (Btuh/ft'-°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs 0.143 n 4.00 2.55 "0 0 0 6 63 63 252 160 1A-clom 1.270 n $5.56 34.77 0 0 0 0 0 0 0 0 li AA-clom 1'.270 n 35.56 34.77 0 D 0 0 ,. 0 0 6 I O* 1A:c1omd,. '_ "1.270 n 35.56 34.77 0 0 0 0 .. 0 0 0. 0. 11 VV��VV 13A-4ocs 0.143 s 4.00 2.55 99 87 348 221 0 0 0 0 E-G 1A-clom 1.270 s 35.56 34.77 12 12 427 417 0 0 0 0 1A-clom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 LI-_Gp 11 DO 0.390 s 10.92 11.31 0 0 0 0 0 0 0 0 13A-4ocs 0,143. w 4.00 2.55 0 0 0 0 G 0 0 0 1A-clom - '1':270 w 35.56 91.12 0 ., 0 0 „ 0 0 0 0 0 P 12C-Osw 0.091 - 2.55 1.28 0 0 0 0 0 0 0 0 C 166-Wad 0.032 - .. ' 0.90 1:68 : 132 .: 132 .. 118 222 49 49 44 82 F 22A-tpl 0.989. 0.00 132 11 305 0 49 7 194 _ 0 6 c)PEDwcursion 22 -20 Envelope loss/gain 1198 8821 490 223 12 a) Infiltration 242 66 154 42 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1440 949 644 265 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1440 949 644 265 15 Duct loads 27% 44% 384 420 27% 44% 172 117 Total room load 1823 1369 815 383 Air required (cfm) 1 81 59 36 17 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2013-Oct-2510:58:14 wri htsoft' Right -Suite® Universal 2013 13.0.01 RSU08101 Page 3 AC 3', ...Ics\Documents\Wrightsoft HVAC\LESANE, MAMIE.rup Calc = MJ8 Front Door faces: N wrightsoft, Right-M Worksheet Job: Date: Sep 30,2013 Ehfire House By: QUICK CALCS, INC. 317 ST. LUC4 E LN., FT. PIERCE, FL 34946 Phonep. 772-466-6799 Fax 772-466-6796 Email: QU 10(CA LCS@AiDL.COM 1 Room name BATH MC 2 Exposed wall 7.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heatfcool 4 Room dimensions 7.0 x 7.0 ft 7.0 x 3.0 ft 5 Room area 49.0 ft2 21.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (13tuh1ft2-;F) (Stuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6� IAN Ica- .1 n 4 A.0b 2D4, M" �'o 1A-blom 1.270 m 35.56 �X-M- 0. 0 0 0 0 ��o IA-clorn 1.270, n 35.56 34.77-1. 12 0 427: 417 "0 0'. 0 01 -1&c1ornd- 1.270 -.6 -35.56, 3417 0 0 0 0 .0 0 0 -.-",o 11 0.143 s 4.00 2.55 0 0 0 0 0 0 0 0 T,13A-flocs IA-clom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 34.77 0 0 0 0 0 0 0 0 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 W— 13A4ocs 0 143 -W '400' 2'56: --0 0 0 q 0 _0 1A-clom: 270 w 0 0 0 . 0 0- 0 P 12C-Osw Z55 1.28 0 0 0 0 0 0 11 13-3Wd OAM - O.W 1 .68 1': 49 -0 40, O, .82 21 21 , is — 35 'C F 22A-tP I 0.989 - -6 . 27.69 0.00 49 7 .194 _0 .21. 0 _9 a -b 6 c) AED wcursion -46 -2 Envelope loss/gain 869 583 19 33 12 a) Infiltration 164 42 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 1022 625 191 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1022 625 19 33 15 Duct loads 27% 44% 773 277 27% 44% 5 15 Total room load I I 12%1 ;39 [ 24 47 Air required (cfm) 5B 1 2 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2013-Od-25 10:58:14 -Fkwr19htS0ft' Right-Sudeg) Universal 201313.0.01 RSUGS101 Page 4 ... IcADocumentsWrightsoft WAMLESANE, MAM I E.rup Calc = MJ8 Front Door faoes: N - - wrightsoft9 Right-M Worksheet Job: Enure House Date: Sep 30, 2013 By: QUICK CALCS, INC. 317ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM 1 Room name KITCHEN LIVING ROOM 2 Exposed wall 17.0 ft 21.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heatfcool 4 Room dimensions 1.0 x 252.0 ft 21.0 x 12.0 ft 5 Room area 252.0 ft' 252.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs 0.143 n 4.00 2.65 153 1 03 413 0 0 0 0 1Ao1om 1.270 n 35.56 34.77 0 0 0 0 0 0. 0 0 1A�1om 1.270 n 35.56. 34.77 9� 0 320 313 313 0 0 ." 0 0 1A-clomd.•-..." 1.270 n 35.56 34.77 41 '0 1451 . ..1419 ... 0 0 0' 0 1N 11 13A-4ocs 0.143 s 4.00 2.55 0 0 0 0 189 128 513 326 I-G 1Aclom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 IA-clom 1.270 s 35.66 34.77 0 0 0 0 40 40 1422 1391 I�-DG 11DO 0.390 s 10.92 11.31 0 0 0 0 21 21 229 238 1IJ 13A-4ocs 0.143 w, 4.00 2.55 0 0 0 0 0 0 ° 6. ,:. 0 0 1A-clam 1.270 w M56 .; 01,12 0 O :. 0 0 _. 0 0 P 12C-Osw 0.091 - 2.55 1.28 180 180 459 231 108 108 275 139 C 168-30ad 0.032 , - 0.90 1.68 252 252 226 . 423 252 252. _ 226. 423 F 22A tpl 0.989 - 27.69 ,. 0.00 , 252 17 471 0 252 21 582 0 6 c)AEDex;ursion -328 83 Envelope loss/gain 3339 2321 3247 2599 12 a) Infiltration 373 102 461 125 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 2000 0 Subtotal (lines 6 to 13) 3713 4423 3708 3186 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3713 4423 3708 3186 15 Duct loads 27% 44% 990 1958 270/o 44% 988 1410 room load i 1 4702 6381 -r 1Total 4696 4596 Air required (ofm) 210 277 210 199 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 411- wri htsofIV 2013-Oct-2510:58:14 A RightSuite® Universal 2013 13.0.01 RSU08101 Page 5 �� ...IcsWocuments\Wrightsoft WAC\LESANE, MAMIE.rup Calc = MJ8 Front Door faces: N - - wrightsoft® Right-JO Worksheet Job: Entire House Date: Sep 30, 2013 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name HALL 2 Exposed wall 0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 132.0 ft 5 Room area 132.0 ft2 Ty Construction number U-value (Btuh/ft;°F) Or HTM (Btuh/ftz) Area (ft2) or perimeter (ft) Load (Btuh) Area or perimeter Load Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N' 13A-�oos 0.143 n_ 4.00 2.55 0 0 0' 0 11 AA-clom 1A-c1om' 1A-clomd ' 13A-4ocs 1Aclom IA-c1om 1.270 1.270 1.270 0.143 1.270 1.270 n n n s s s 35.56 35.56 35.56 4.00 35.56 35.56 34.77 34.77 34.77 2.55 34.77 34.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0': 0: '. 0 0 0 0 �-G II_-Gp 11 DO 0.390 s 10.92 11.31 0 0_ 0 0 r G P 13A-4ocs 1Ac1om 12C-Osw 0.143 1.270 0.091 w w - 4.00 35.56 2.55 2.55 .. 91.12 1.28 0. 0. 0 0 0' 0 0 0 0 0 0 0 C 166-30ad 0.032 - 0.90 _, 1:68 - ` "132 132 11.8 222 ,, F 22A-tpl 0.989 - 27.69 0.00 132 0- 0 0 6 c) AED e)cursion -15 Envelope loss/gain 118 206 12 a) Infiltration b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 118 206 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 118 206 15 Duct loads 27% 44% 32 91 Total room load 1 150 1 298 Air required (cfm) 71 13 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2013-Oct-2510:58:14 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 6 ACCK ...Ics\Documents\Wrightsoft HVACILESANE, MAMIE.rup Cale = MJ8 Front Door faces: N it RECEIb �D OCT 24-M13 M®DOE MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 260 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590. F (786) 315-2599 NOTICE OF ACCEPTANCE ff OA) www.miamidad&Pov/sera/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— Product Control Section .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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section th4t 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 "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/0112005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami ---Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause -for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMbD t)E COUN rY NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 �101� Page 1 I 4b PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets I through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on; 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL--4723, dated 10/05 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 l ft PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) 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) Small Missile Impact Test per FBC, TAS 201-94 5) CycIic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per F13C 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc.; Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 1018.01) C. CALCULATIONS 1. Anchor verification calculations and sf ructu' ral analysis, complying with FBC-�2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300--04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE I. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco ►, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 I ft PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010, dated October 07, 2011, 'signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FIC"723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmui ndo Largaespada, P, E. (Submitted under previous NNOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. I E-3 1 Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. © H. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITWRH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ,&M. 13116"LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) k DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13D0.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4845, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL•4650, FTL•4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-6063. ANSI/AF&PA NOS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL S. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TECHNOLOGY - P.O. BQX 1628 I �- ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better 9H7W NTS 1 a 11 1 '4040.20 NOA DRAWING MAP SHEET GENERAL NOTES ............. GLAZING DETAILS............ DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS UST ....................... 8 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 PRODUCERPVISL'D as conwlvink with the Florida .... a�}✓U e ��ip�'•. 8'1PjE�P.� - O FLO1+,•''re;a A. M141KA1LLIA P.E. FL P.E.# 68706 DM. BITE ENGTHENED GLASS 3INTERLAYER ENGTHENED GLASS 5/1611 LAMINATED GLASS 12" NOM. GLASS BITE IN or ,88 or 92 89,90 or 91 70 70 in1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED AIR SPACE 118" ANNEALED OR TEMPERED GLASS l3/16"NOM. 131l6" LAMI IG GLASS W/ 5/1611 LAMI ww: a.ww"c 10/07/11 D NO CHANGES THIS SHEET 1070 TECHNOLOGY DR 001/11 �C CHANGED CAP GLASS TYPE To TEMPERED FROM HS NOKOMI9,FL34276 11113108 B AOD 17EM 82 TO 6HB LAME I.O. GLASS B LAMI IO N07E P.o. 9QX 1629 om� NOKOMI9, FL 84274 1/66 J.J. 2/23107 1/2" NOM. GLASS BITE O ® NOTE: LAM] IG OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. < EXTERIOR INTERIOR [) (ALL SECTIONS) 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 311 WANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/1611 LAMINATED GLASS 12"NOM. GLASS BITE PRODUCrREVISED os comalyhta with the Florida 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 9/16" ANNEALED OR HEAT STRENGTHENED GLASS `col v,VNN MI(z // �� p.•'.NSE'••.EP ice% ma"LAMINATED AIRSPACE 1/8"TEMPERED GLASS© tir; �VO 13/16" NOM. N0 jg105 13/16" LAMI IG GLASS W/ 7/16" LAMI 1Eof '%�O�' • , FLOP��P��`� P>� GLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT/FSSIONA� �— A. LI/ U MILLO- P.E. ` "°"' ° M "1 N. a Visibly B eSHIMFull 2 m 11 4040.20 FL P.E.# 68705 NGE OR INTEGRAL ON FLANGED WINI a I GLASS TYPE SILL TV, STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT TABLE 2. WIDTH GLASS TYPE 38315" 44" 50610" 63" TV, 48" A,B,M +80.0 •80.0 +60.0 •60.0 +80.0 -80.0 +50.0 •00.0 +70.0 -70.0 6D A,B,M +80.0 80.0 +80.0 -80.0 +80.0 80.0 +79.9 -79.9 +70.0 -70.0 62„ A,B, +60.0 .60.0 +80.0 -80.0 +80.0 -80.0 +78.9 •70.9 +70.0 -70.0 631/8" A,B,M +80.0 •80.0 +60.0 -00.0 +80.0 -00.0 +76.0 •75.0 +68.0 •68.0 UP7063110" C,D,E,F,G,H,I,J,K,L +80,0 -60.0 +90.0 -80.0 +80.0 -60,0 +80.0 -80,0 +7p.0 -70.0 74" +70.0 •70.0 +70.0 -70.0 +60.8 48.8 +88.7 -W.7 +70.0 •70.0 76" +70.0 -70.0. +70.0 -70.0 +67.6 87.0 +65.5 -65.6 +70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUB SASH HEIGHT (MAX. WINDOW HT, Wl SASH ■ 79" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17118" 1 221111V' 1 28 3/16" 1 33 3/4" 1 39 5116" 4413146" 1 60 3/6" 6516116' 63118" O,E,F,J,K,L +80.0 1 •80.0 1 +8(.0 8D.0 +80.0 80.0 +80.0 •80.0 +70.0 70.0 1 +70.0 -70.0 1 +70.0 70.0 1 +70.0 •71 OLA88 TYPES: TEST REPORTII TABLE 4. A. 5118" LAMI - 0/8"A,.090,1/8"A) FTL-4847, 4848, 4723, 4067 S, 6/18" LAMI. 1/8"A,.090,11B"HS FTL4647, 4646 C. 618" LAMI- (100S,.090,118"H8) FTLr4847, 4648 D, 7/18" LAMI - (3116"A,.090, 3/18"A) FTL-4645, 4086 E. 7/16" LAMI - (3118"A,.090, 311WHS) FTLAS46 F. 7116' LAMI - (3A6"HS490, 3/18"HS) FTL•4646 0. 13/18" LAMI IG -118" T. AIR SPACE, 6/18" LAMI - (1/8"A,.090,118"A) FTL-4640, 4723 H. 13/16" LAMI IG -1/6" T, AIRSPACE, B/18" LAMI - (1/8'A,.090,118"HS) Fn-•4646 I. 13118" LAMI Ki -118' T, AIR SPACE, 5/18" LAMI - (1/8"HS,.090,1/8"1-18) FTL-4848 J. 13/16" LAMI IG -110" T. AIR SPACE, 7/16" LAMI - (3116"A„090, 311WA FTL-0849, 4650 K. 13I18" LAMI 10 -118" T. AIR SPACE, 7118" LAMI - (3118"A,.090, 3118"HS)FTL-4849, 4860, 4988 t L. 13118" LAMI 10.118" T, AIR SPACE, 7/16" LAMI - (3/16"H8,.090, 3118' HS) FTL-0849, 4860 M. 13118" LAMI 10 - IffA, AIR SPACE, 511W LAMI - (1/8"A„090, 118"A FTL-5083 „0„ MEETING RAIL SH "0" HT. MEETING RAIL -T S1{SH WIT. rME,T,oNG MINUS SASH T. RAIL S�{SH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES, NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM. M6vm. 01fvva.c "Uwv r.uTw ' o.., .... NO M� 3427' �a6' Domf a�r"ioo NTS 9 d 11 4040.20 yLYNN M/�F�ir�� Kc.5B705 � •, SiA �rrrr�a,SIONA : A. LYr1ftlLi P,E, FL P.E.# 58705 38 1/16 MAX. SASH — — 75" MAX. A A I,F. HEI HT 76" MAX. FLANGED — HEI HT )( j / SEE NO E4 DETAIL B VIEW (STANDARD SASH) E ZjE— 75"MAX. I,F. HEI HT )LOLELE 76" AX. FLANGED HEI HT SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. ZL J.J. 10107111 ft�D NO CHANGES THIS SHEET 10707ECHNOWOYDANE ELEVAi "J.R. 04/O1H1 C NO CHANGES THIS SHEET NOKOMIB,FL84276 �� ALUM. i am P.O.BOX16Y9 �� f .K 11/1 VOB 8 ADD INTEGRAL FIN LF. VERSION, CHG. NOTE 9. ADD NOTE 4. NOROMi&, FL M74 . VLrf6ly Better FK B/1/05 J.J. 2,607_ _ SHI00 53118" MAX. FLANGED X. WIDTH® 521/8" MAI.F. WIDTH 49 518" MAX. FIXED D DLO (ALL) --j T 1 75" MAX. SEE I F SEE 0 TABLE 0 p-J HEI HT 1 �7®MAX. TAiL ;EE DLO TABLE X j (MAX.) L 481/4" MAX. VENT DLO (ALL) N DET9lltAi �— 1/1 B 75" MAX. I.F. HEI HT ® SEE TAE 76" MAX. FLANGED HEI HT I DETAIL C VERTICAL DAYLIGHT OPENING DETAIL I FIXED LITE LOW SILL HIGH SILL A 1 34 1/2" 34 3/16" B 1 415/8" 411/4" C 1 41 1/4" 40 7/8" D 1 52 5/8" 52 11116" E 1 52 1/4" 52 5/16" SASH SILL HIGH SILL 4 //2" 34 MIT' kLOW 7 7/16" 27 1/8" 7 7116" 27118" 8 318" 15 3/4" 6 318" 15 3/4"TA. HUNG WINDOW IMPAC I 4 d 11 7 4040-20 75" MAX. I.F. HEI 3HT 76'MAX. FLANGED HEI HT SEE NO E4 le Florida Illlll \\,\NNL LVNN M/1te ;', No• 56705 OF IONA�- ` A. LY(�t8lAHIL!LL)� P.E. FL P.E.# 68705 'INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8- FROM EACH SIDE OF SASH. INSIDE �--- MAX. VENT DAYLIGHT OPENING I J l— NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT !II 9,10,11,15,16 F— I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING r MAX. WIDTH SECTION A -A INTEGRAL FIN Q F.) FRAME SECTIONS® INSIDE 47 9,46 HIGH SI LOLO—WSIL—L HIGH SILL HEAD 88 2. 710- ®I.F. FRAME q II 53 OUTSIDE I U (LOW SILL) SEE NOTE ABOVE nULTRALIFT 12 ONLY THIS f U ULTRALIFf 12 ONLY ALTERNATE HIGH SILL 'OOHNOLOOYCRNE -�- SECTIOi O NKOFA6, FL 84276 trw SECTION C-C RADIUS TOP DETAIL - FLANGED VEF PA.6gx162E A SINGLE HUNG WINDOW, IMPACT NOKOMIB, FL 24774 vcrrb4y BeKer s.i Half 5 u 11 4040-20 Florida 3 "- 1e fit; No.5B705 'A /,S'IONA� A. LYW V11111IIt�P.E. FL P.E.# 68705 ITEM I DWG,# DESCRIPTION POR# 1 4002A FL/N09FRMAEHEAD 812226 2 1168 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGEFRANESILL(LOWSILL)' 812228 5 1828 . ADHESIVE OPEN CELL FOAM PAD 7PAD1826 8 ao aPAW F 812227 7 4 26OP6122444026OP EGRESS)1.128 LONG 812244 9 402gALIWCE, 318", 6l8", OR 11118"BBALCVR918 10 1080E COVER, 318" OR 6I8" VRO11 PH. PN. S 78 12 E OTMMBRACKET 7fjALTBKT 13 10851108 SASH TOP GUIDE ' 42604 15 #8 X 1 PHILLIPS FLAT HEAD S. STL X 78X1 FPAX 16 1080.1 BALANCE COVER,11116" SBALCVR 17 4 3 BASH 0 C 64063 18 4029-1 BASH BRACKET 7ULBRKT le #8.32 X 1 f2" LG. PH. FH. TYPE F S. 6TL 7832X12FPFX 21 40b40 FIXED ME LNG L d 23 40080 TO RNL 26 1236 .,.1 X. 0 BACK, FIN SEAL NOOS 26 jogs SWEEP LATCH 7 101 #8 .8 5 PH. L. EMS 26 4007 8 H BO RAIL(LOWBILL) 30 1226 WSTP., OUL N 8 240 31 4008 SASH SIDE RAIL 012231 4- 126 SASH AC aUl E 4 601 35 1692,SUMNO BLOCK "W' X" 71 22K 1062 IGBE'TTINGBL BLOCK 710 2K .36 37 1224 VINYL OLAZ. SEAM BULBC ,K 38 1226 VINYL G B BULB (THIN) 8K 41 4030B OLAZIN BEAD. 6116LAM GLASS. 308 42 4 44B GL LNG BEAN, 6/18 LMM WIGRILL KIT 03 Re4222 44 4222A GLAXINO B /16" 46 988C OLAZIN B 7M8" LAMI WAGRILL KIT 648 4067G INO BEAD,13/10" LAMA I.Q. 7 a7 4071A FRAUVE,1.. EAD 04071 46 4072A F 1.. LowsILL 04072 49 4073A FRAME, I.F, HIGH BILL 64073 60 40748 FRANE,I.F.JAM9 64074 62 400g SILL LATCH (EGRESS LOW SILL) 704009 63 1088 BPRINO, SILL LATCH (EG EBS 78 RNO 64 2740 S LLLATC ESS HIGH SILL) 82740 56 1014 MR SCREEN (HOR.&VER.) 61014 68 1630 SCREEN CORNER KEYWIRINUS 71630 67 1631 SCREEN CORNER KEYW/OUTRINGS 7C63P b 1073 RE S EN SP INO 69 1624 SCREEN BPLINE-.135 DIA FOAM 81624K P.0. 6QX 1628 NOK011M8. FL31'O� s 784 i .06 FRAME,, I.F. HEAD_ ®47 #4071A,8063-T0 ®48 FRAME. I.F. LOW SILL #4072A,6063-T6 ,37 2. 1 I THICKNESS g I FRAME, I.F. JAMB FRAME, I.F. HIGH SILL &50 #40746, 6063-T6 #4079A,8083•T8 ® 49 (USED AS RADIUS TOP HEAD) s+ I NTS 1 0 a 11 1 40MO PRODUCE REVISED 1 es eamplyiug With the Florida f BandingQodas-"- Acwptana No Bx m Dal �• �,' mi adoprodu\tco I .062 "��-2.784 2.830 1.363 062 2.330 L— O FLANGE FRAME HEAD L I #4002A,6063-T6 i-2.784 17a9 O FLANGE FRAME SILL (LOW) #4003C, 6063-TB 1 �►-1.613 +� .738 S12.710 .082 ,490 .04U .062 �1,461ri T OFLANGE FRAME JAMB O #4026, 606SASH sT5 17 SAS ##40 30003-T6 R #4004, 6063-T6 (USED AS RADIUS TOP HEAD) A- .-I.F. FRAME T-- SEALANT ALONG ENTIRE JOINT � I.F. FRAME,& � II SEALANT OR GASKET I AT HEAD AND SILL \v/ VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) — (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .oso 1 —+I 1.165 I+ —�,676 2.326---1 11.098—r •�I l�� 1.342 `---2.279--1� T 062 1 j49 41 GLAZING BEAD, 5/16" •jl�l I .� #40398, 6083•T6 ( 1.979 .062 2.155 L�J 1.707 os2 31 SASH SIDE RAIL !W 062 O #4008,6063-T5 21 FIXED SMEET6 MEETING RAIL 23 SASH #40o c eOoe3 RAIL 28 SASH BOTTOM 44007,oRAIL(LOW) ±.oso 1 —1111 Ip .678 asz 2.ea6 44 GLAZING BEAD 7/16" 2 1-- 2.784-- 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 t.t ' mimes 6 NO CHANGES THIS SHEET 68 SASH BOTTOM RAIL (HIGH) #4061A,6063-TG ORNE P.O. BQx 1629 NOKOMI9, FL 34274 i .050 --k— .678 1." i- -If 45 GLAZING BEAD, 7/16" #985C,6063-T6 (USED W/ GRILL KIT) i .678 .050- 1.088 42 GLAZING BEAD, 5/16" #40446,6063-T5 (USED W/ GRILL KIT) 8i 4--ow —4 � ►! 1.097 46 GLAZING BEAD, 13/16" IG #4067,6053-T5 XTRUSIONS & FRAME ( ILUM. SINGLE HUNG WI ,.V". u w en,.o SH700 Half 7 a 11 DETAIL 4040 20 fELD LONG CREW pR0DUCT:R8VIS8D ae complyloa with tiro Fiodda Buildi"S Codo AcceptanwNo Rx o a0 �- t � Miam1 ulo product Control A, .• ti�GBNSF I� LrtaaP��c�=�: ��,`SS10NA� A. LYNH MILLLP.E. FL P.E.# 58705 � F , TABLE S. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2.1/4" ELCO SS4 CRETE-FLEX AS 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - 18 1/21' MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS IW MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL -ANCHORS NOT REQUIRED PER 3'QUANTIT ES USING THE DIMENSIONAL CRTHE ADJACENT TABLE ITERIA ERIAOF NOTE 2. WIDTH AND HEIGHT DIMENSION ARE FO_ FLANGED WINDOWS. INTEGRAL FIN DIMENSIOA,B,M ®RE1"LESS. r 'ADESIGN PRESSURE LIMITATIONS: CKS OF THEADJACENT TAB BOLD ITALICIZED VALUE ABOVE THEMIZE BLO E INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: WIDOW GLASS WIDTH TYPE FOR 1l1 FLANGED WINDOWS WINDOW HEIGHT 34.603 40.603 46.603 52.603 58.603' 64.603 78.000 28,603 p n�jONZ�Zc30C4 U U 1 1 1 1 1 1 _1 1 2 1 21 p _1 1 2111 1 1 2 1 1 2 _1 2 1 U U 1 1 1 1NSTALL 1— 1 2 1 2 1 U ONO V 1 2221 1 1 2 1 1 2 1 2 1 p 1NZ+— 1 1 2 2 1 2 2 2 2 tU 1 222222222222222222222222232233 1 1 2 1 1 2 1 2 1 0 O'roQCNI U 1 1 2 2 1 2 2 1 2 2 1 p 5 1 1 2 2 1 2 2 _1 2 2 1 U 1 _1 2 2 _1 2 2 1 2 2 1 L) ONQOQNzQ�QzNOgNO'—ONON��ONONp�p U _1 1 2 2 _7 2 2 _1 2 2 _1 p 5 1 _1 2 2 _1 2 2 _1 2 2 1 U 1 1 2 2 1 2 2 1 2 2 1 0 1 _ 1 2 2 A22 1 p $ 1 1 2 2 1 2 3 1 2 3 2 U U 1 11 2 22 _1 2 2 1 2 2 1 U U d-2-i _1 22 1 2 2 _1 p 1 2 1 2 3 1 2 3 2 0 U _1 2 2 1 2 22 1 2 2 1 0 U 1_ 2 2 1E33 3 1 2 3 1 p 1 2 3 2_ V O 1 _ 2 2 1_ 2 2 1 U U 1 3 3 1 3 3®ABLE 3 3 1 19.125 24.000 32.000 C,D,E,F,G, H,I,J,K,L 1 1 211 _1 A B,M C,D,E,F,G, H,I,J,K,L 1 2 _1 1 2 1 1 1 1 1 1 C,D,E,F,G, H,I,J,K,L A,B,M 1 2 1 1 2'1 1 1 2 1 1 1 2 1 1 2 _1 2 2 1 2 3 1 1 2 1 2 2 1 _1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 1 3 4 1 3 2 1 3 3 1 3 4 1 3 3 —1 4 4 1 4 2 2 _1 1 9 2 3 1 1 .1 9, 1 2 1 1 9 2 2 1 1 T 2 3 2 2 I a 1 2 1 1 7 2 2 3 1 1 2 3 2 3 2 2 2 3 2 2 1 1 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 1 1 2 3 2 3 2 2 2 3 3 3 2 2 3 4 2 2 1 1 2 3 3 3 2 2 3 3 3 4 2- 2 3 4 3 2 1 1 3 3 3 3 2 2 3 4 3 4 2 2 3 5 3 3 1 1 3 3 4 2 2 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 221222231223232223232223232323342333343334353344 _1 AB,M �1^ ,1^ 113,13,12,17,13, 40.000 H,I,J,K,L A B,M C,D,E,F,G, 2 t22 2 Y z- 44.000 H,I,J,K,L 22232223232233242333342333342334353334453445 ABM 2 2 2 2 22 2 22 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 222222 332223342333342334342334353334353345463455 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 222222232223342333342334342334351334353345483455 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 _2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 _3 63.125 H,1,J,K,L 222222232223342334342334343334353344483445483456 ABM 2 2 2 2 2 2 2 _2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2r4411 222T222232223342334342334343334 553344453345483 NOKOMIS, FL 51278 10 IL 25 M ALUM. SINGLE HUNG WI PAS. F wn NOiro 1. 4 Vb1b(y Better SH700 NTS 8 a 11 TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 PRODUC'PREVISED as complying with the Florida _ JAMB ABOVE 2 3 BuildingCodo cceptan'o 0 MTG. RAIL ao Dat JAMB BELOW MTG. RAIL ieml ads Product Contra (FULL DP) liiiifu HEAD 2 ��`�y 044 M148,11,E JAMB ABOVE 2 3 �`OENSE MTG. RAIL JAMB BELOW MTG. RAIL i . w= ''.,�O,c'•..,FLOaN NNDOWS ..'' 7W, IMPACT a,: A. LYNIGiNAILLfE�, P.E. ,�k, 4040.20 D FL P.E.# ES705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 155 44.655 1 04100 1aa.oav U U O U U U U U U U z�Zc+>O Z ZcnO Z Zc�O> zrZmO z U U�� N U- U N N U S Ci14q �U UI0q0 H,I,J,K..L 19.125 A,B,M 24.000 1 H,I,J,K,L A,B,M 32.000 j_.H,I..JKL A,B,M 37.000 H,I,J,K,L A,B,M ANCHORAGE NOTES: TABLE S. 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE- FLEX 3 - #12 SCREWS 8.000 ® 2. ANCHOR LOCATIONS ARE BASED ON THE N `' U FOLLOWING DIMENSIONS: U HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 1 1 15" MAX. FROM BOTTOM CORNERS 2 2 3 2 8" MAX. BELOW MTG. RAIL - ANCHORS NOT REQUIRED 1 2 2 _1 3 2 ®SILL 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. E22 3 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE F07� -1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIOI� /BARE 1" LESS. $, DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A 3 2 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A Ei4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS 1 1 2 � T AVAILABLE. FA,B,M ,F,G, 2 2 2 2 2 2 2zz—— — 40.000,K,L 111111 222222232233332233433343r33 3343443343443353 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 _2 2 44.000 H,I,J,K,L 111111 2222223322;33 3423 33443343443343443343443364 A,B,M 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2_ 2 2 2 _2 _2 2 2 11111122222233223423334433-43443343443343443354 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 T44 2 2 3 2 2 48.000 H,IAK,L 11 11 11 22222233223334 33'IT-4 4444334364444354 AB,M 2 2 212 2 2 2 2 2 2 2 2 3 2 2 2 22 21.11111222'22233223334333344334444334354444354 PSF 41 67 48 67 7B 79 C,D,E,F,G,t22' 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 _3 _2 3 53.125 H,1,J,K,L —11 2222223333334433444433444433445543545 5A354 A,B,M 2 2 2 2 3 2 2 3 2 3 3 2 3_ 3 2_2 _3 2 3 3 2 3F 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4Ti 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 R. . CHANGES ANCHORAGE SPACING,.S. ;r einm7a4 � nvnvmiv, rya - ALUM. SINGLE HUNG WI 629 NZ1 A 8FL 34274 Visibly Better MS Q a 11 TABLE KEY: JAMB ABOVEL3 J MTG. RAIL JAMB BELOW MTG. RAIL �1 FULL DP I% I I I u HEAD 2 1,YNN M/(tom// JAMB ABOVE 2 2 ``��\Vy �,Zo, 0*0_14SE MTG. RAIL JAMB BELOW MTG. RAIL a o dl W %�0�; •., FLOF;\�P��: IDARD VIEW W IMPACT �;cSSIONP�:�`�� vom m A. LY41 U MILLED, P.E. 4040.20 D FL P.E.# 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD $ JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. W INDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. SUBSTRATE: 17.125 22.668 28.21' 33.754 39.296 44.639 50.382 55.925 ANCHOR TYPE: WINDOW GLASSN coo z NprON zmo z NO`-O� zoo z NO'�OCONO zcno z�z�0 OorONO z�zMo ONONO z�zmo O"1 z NO`_ONON0 zMo z�z U' O U U O U U U U U 3 c> O O 3 WIDTH TYPE 1 1 1 1 1 1 1 1 1 1 1 1 18.126 D,E,F,J, 1 -.1... 1 _1 1 1 Z 1 -2 1 -...2.--2 1 1 2_._.z._.Z 1 1 1 2 1 ...Z- 2 2 - 2 3........2- 9 ...3.. 2 3 3 3 3 K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 D,K,LJ, 2 2_-.2__2.._2_.._2__2..-3 3 -2 -3 -3- 2--3 --3......3..._.3._..._3.__3. 4._ 1 1 1 1 1 1 2 1 1 2 1 1 1 32.000 D,E,F,J, . '-'�- 3 3 3 2 3 4 3 4 4 3 4 5 3 6 K,L q 1 2 2 2 3 2 3 31. PSF 1 1 1 2 1 79 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 . -_ _. _ 2 1 2 37.000 D,E,F,J, -- - -. __-- -.--_ -- .,_ .w... _--..._ _._-_ ._-._ 4 _-__ __-._ __-._ 3 3 3 __-_..___._ _._._ 4 3 4 -_.._ 4 4 5 6 4 6 K,L 1 1 1 2 2 2 3 2 3 3 3 PSF 2 2 79 2 79 2 2 79 2 2 2 79 2 2 2 2 2 2 2 2 2 2 2K.L 40.000 D•E•F,J, 3 4 34 4 3 4 3 5 6PSF 1 1 1 2 2 2 3 3 79 76 79 2 77 2 79 2 2 79 2 2 2 7844.000 2 2 2 2 2 2 2 W22 2_- D,E,FA K,L1 2 2 1 2 12 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 6PSF 78 79 70 7B 79 71 79 2 73 2 3 2 7648.000 2 2 2 2 3 2 2 2K,� DE.F,J, 2 2 2 2 2 2 2 5 4 5 5 4 B 1 1 1 2 2 2 3 3 3 4 4 4 PSF 71 78 83 71 78 64 74 88 77 88 3 2 3 3 2 69 3 3 2 3 3 2 3 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 4 5 4 5- 6 5 8 6 5 7 6 6 7 K,L 1 1 1 2 2 2 3 3 3 4 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2 -1/4•' ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING e, DIMENSIONS: HEAD-181/2" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR (� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A. 1" LES6. B. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24,776 27.776 30.776 31.106 o oY O N o N § u •- g M Q N N 7g N N Q '- O $ l i N O U T O U Qp5 cV 52 N Q{ v �S N' - N N �j ' (� N O N v' ^�Q U ANCHOR TYPE. WINDOW V �j 6 V O S > WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 78 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3-T-3--1 3 3 3 3 4 3 3 4 3 4 40.000 2 2 2 74 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 2 2 2 2 2 3 4 3 3 .4 3 4 4 3 4 5 3 4 53 4 53.125 7388 2 2 2 2 2 472L792 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 NOKONS, FL 3W5 P'OX'm NOKOMIS. FL SW4 sHroo I NTS 1 10 d 11 HEADI 2 JAMB ABOVEI 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL ODUC RRR4S6Dpjo8do .A uitdl�C �o ��ti• 1r��'/,��' j ® TABLE & KEY: MAX. PSF (DP LIMITED) 112 JAMB BELOWI 2 1t l l l l i i l 1YNN MTG. RAIL ��•0�� .... FULL DP e * r' No• 5s705 JAMB BELOW 2 = `' MTG. RAIL - �,D C( � , /° �I ' .A STAT OF Zi; OIUSTOMVIEW El C9 SSION A\- A. LYNkMILL9k P.E. FL P.E.# 58706 11DOW, IMPACT o wyra 4040.20 x.,e D ® NOTES: ' EXTERIOR INTERIOR ONRETE APPLICATI MI CMIA-DADS COUNTY, USE ONLY MIAMI-DADE COON ?ALL HEAD AND SILL DETAIL) APPROVED 1/4" ELCO TAPCONS 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR A HOR TO CON S 1 314". 3.35 KSI MIN. CONCRETE EN 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 4) (SEE NOTE 2 & 3)® SS4 FLEX. #12 TRIMFIT HEADS, 3. FLAT HEADD ANCHORS. WHERE REQUIRED, MUST HAVE FL 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE °: • , , 4 :.. •:'. % 1 3l8'! MIN.,1/4' TAPC TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN B ' 1 RETE•FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 1 1 3l8° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE OPTIONAL 1x --T MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD BUCK �T (SEE NOTE 4) B. FOR ATTACHMENT TO ALUMINUM; THE MATERIAL SHALL BE A MINIMUM STRENGTH OF I 1!4" 6063-T5 AND A MINIMUM OF 1/8" THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL qE MAX. MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE DETAIL A DETAIL B MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS; TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A. FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS, FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 1 318" ® MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMEN"'. MIN. MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4" MAX. SHIM 1/4° MAX. SHIM O 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, tlxK EDITION, SECTION 2003.6.4 (SUPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR,FH BELOW MEETINGFH BELOW MEETING® RAIL, (SEE NOTE 1 &3) ® RAIL. (SEE NOTE 2 & 3) 3.35 KSI MIN. CONCRETEINTERIOR OR 1.6 KSI MIN. CMU ® (ALL JAMB DETAILS) EXTERIOR BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOSEE NOTE 4) BUCK SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" MAX. SHIM W mw, WOOD FRAME 131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. Rnnmmn!nnn� Illllhllll 11 SHIM DETAIL F, (HEAD) 1/4" ODD FRAME MAX. SHIM RODUCTRR' as complying w 11WOOD BuildingCodo 131" DIA. MIN. AacoptnncQ x 21/2" NAIL,Mp D deF AT CORNERS��AND 6" O.C. FRAME FIo I I �14 L,x2 DIA.MIN. �� yvYNN M!( x21/2'NAIL, �� AT CORNERS ` `�� I-V00NSE ........... AND 5" O.C. DETAIL E, (JAMB) DETAIL G, (SILL) _ * ; No• 68705 — TYPICAL INTEGRAL FIN ANCHORAGE o`•�� FI +ororecrmioloovoaive ANCHORAGE DETAILS '��o,0'' •,SLORI�P' O� ` NOKOMIS. FL 34276 P T SSION A`• �DERNOTEB. Pu gox+�_ ALUM. SINGLE HUNG WINDOW, IMPACT R. A.LYNNMII:L�I+t;P,E. , NO 'oi BO ".3 14 Vbib& B-- BHm NTS 11 a 11 4040.20 _ _ D FL P,E.# 68705