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HomeMy WebLinkAboutSUBMITTED PAPERS_1c OFFICE USE ON Y: DATE FILED: `� PLAN REVIEW E: RECEIPT NO.: b PERMIT NUMBER:a- CONCURRENCY FEE: RECEIPT NO.: CEIM CAP, NO.: ALL INFO MUST BE COMPLETE & FILLED 1N TO BE ACCEPTED '%"'" " = = PLANNING & DEVELOPMENT SERVICES DEPARTMENT COUNTY BUILDING & CODE REGULATIONS DIVISION IF LORI • SCANNED Pierce.2300 Virginia Avenue BY Ft. Pi.. FL 34982-5632 ��. 1553 Lucie County i� APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE ? PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 8242 Sand Pine Circle 2. PROJECT NAME: Daniel Remodel SITE PLAN NAME: 3. PROPERTY TAX ID #: 3426-703-0026-000/3 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Lake Lucie Estates Plat No. One Lot 12 or 2321-2120; 24040-484;2557-2876 ) 5. PLAT BOOK 34 6. PAGE NO. 1 7. BLOCK NO. 8. LOT NO, 9. PARCEL SIZE (ACRES/SQ FT.): 9687 SQ FT. LOT DIMENSIONS: 67.10 Front 130.00 Right side 81.67 Back 130.46 Left 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Move exsisting plumbing to new block in fill, raise patio floor slab 4 inches to match existing finish floor Add 3 sets french doors, add two AC ducts, add electrical to meet code, drywall to match SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: 8.6 LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [_ ] INTERIOR RENOVATION [ j RESIDENTIAL [) COMMERCIAL. [ ] INDUSTRIAL Dq OTHER (SPECIFY) Close in exsisting Patio with french doors and block infill. 13. DESCRIPTION OF PROPOSED USE: Enlarge Kitchen and Breakfast Area 14. SQ. FT OF CONSTRUCTION: 370 SF. 15. SF. FT 1st FLOOR: 2377 Total 0� 16. VALUE OF CONSTRUCTION: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the tight to question and/or modify the indicated value ofconsnciign if it is demonstrated that the submitted figures arc not consistent with similar types of construction activities. If the value Is $2500 or more, a RECORDED Notice:o(Commencement must be submitted with this application. SLCCUV FortylNo.: 001-02 pup UNDATED 6/25109 F OWNER INFORMATION , NAME: Morris Daniel 6 ADDRESS: 8242 Sand Pine Circle CITY: Port St. Lucie STATE: Florida ZIP: 34962 PHONE (DAYTIME): 7( 721 828-0868 Email: Morris.Daniel@hotmail.com IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE. PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: N/A ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): �) CONTRACTOR INFORMATION ST. of FL REG.CERT#: Owner Builder BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): (_) ARCHIT/ENGINEER: Owner ST. LUCIE COUNTY CERT #: STATE: ZIP: FAX NO. Email: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): �) BONDING COMPANY: None ADDRESS: CITY: STATE: MORTGAGE LENDER: None ADDRESS: CITY: STATE: ZIP: 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. 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 concurrency 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 CONTRACTOR SIGNAIWn STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this I_ day of by who is personally known L I)L CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this day of . 20 . by or has produced who is personally known or has produced identification. as identification. .7.r9na.a.c u■ avu.amy �' DAWN MILONE Commission No. 1 , Sea) COMMISSION # DD 852587 EXPIRES: March 22, 2013 Banded Thru Notary Public Underwriters Signature of Notary Commission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, 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 OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. r PLANNING & DEVELOPMENT SERVICES I COUNTY BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY Luther Morris Daniel will be using the following sub -contractors for the (Company/Individual Name) project located at 6242 Sand Pine Circle, Port St. Lucie, FI.34952 (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 Owner Plumbing Troy Plumbing CFC1426623 HVAC/ Mechanical Sea Coast Air Conditionin & Sheet Metal CAC016446 Roofing NIA Gas NIA OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: 1 / i t r Planning & Development Services Department COUNTYBuilding & Code Regulations o 2300 Vu�ta Avane Fort P'iercr, Fbr�a 34982 (772) 462-15M ONMR/BUIIAER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cast of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A_ and withholding tax and provide workers' compensation for that employee:, all as prescribed by law. Your construction must comply with all applicable laws ordinances, building codes, and zoning regulations, initial -7�_.b' I understand that the building official and inspectors are not there to design or give advice on how to meq the minimum code. lfni I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and ' le or the cost of the license. Ini I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and rel� cost, which could include loss of wages during recovery from their injury. l[nitia To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I f niter understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zonin Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this dayof J of20/-2 STATE OF FLOREPA COUNTY OF The foteaoina instrument was aclmowled byoU. produced Signature ofNotary Title: Notary Public L. SLCPDSD Revised 07f=2010 me this 7 day of 20 ID— , Nho is personally kn to me, orwho has as identification. Type or Print Name ofNotary MYCl1�Ik11S3fDN NON 862587 Commission Number 11; EXPIRES: March 22 2013 `.f q,' %y Bonded Thru Notary PON Oftdam teis Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-1553 Owner Builder Affidavit — Electrical Contracting DISCLOSURE STATEMENT F.S. 489503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a firm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under 05,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development Director to the Florida State Department of Professional Regulation. Signed and acknowledged on this _ day of ,]vim. , 20�. ULIMIIAL,111119- 11KI _�. The foregoing instrument was ac]movdedged before me this day of 20 1-1, by who is personally (mown to me or has produced r j, D L _ as identification. Signature of Notary Print name of Notary Title: Notary Public Commission Number SLCPDSD Revised 7/23/2010 st. Lucie County Owner Builder Af Wavitacchical Contracting rtP A" MILQNE MY COMMIs91oN # DD 852587 E)(PIRES: March 22, 2013 ganded Thru Notary pu4118 NOTICE OF COMMENCEMENT P&ffiit No; Tax Folio, No. -3426-703-OG26-OOO/Z. -State of, -Florida Countyl6t'.St. Lucie The dridersi 'n'qd 'hereby s".noticelthitirin rovOmeint -will be made to certain real property, and accordance 0&713 ,-f 1196claiStOutias, _p pricPW with theJ oII6wirQg J, nfaIrm- a- i6h p .1 d'dn'.this:Notice -Of-..CorbrbL�nc6m&nt. Legal ` Description lonof fProperty: (4nd'street 4ddr6s if available): y Lake Luc 6staf ' , '. 'I , i 0 4 4; 5 7­287 -1 . E . 9,-. Qne Lot� 2* 2321-2 20;2404 6 8242 Sand Pine 6rc1.d,-lJortJSt. loener,iidescr'i'p'tiortof ,-improvement;.. . Qlbsein ersisting Patio with French Doors and,blo6k infill.. A;Jdre . s , s ,Interest Uss.eetoritracted for the Improvement: ,from Owner listed above): Phone �$ur*(if 'ap'p`l` 61" ' i -of•fhg-p rid is attached): Amount . of bond: _e copy - .�a,,cpi 4ymerit bond 'Na*, - OncliA N/A, Phone riuMb NIA Lender ,Narne.."', Phone -Number:. 1 `Lender's address P - erso i(2cu _id d ]qi,* pro _ �y,$ ,4esJjn4t@d by,Pwner upon whom notices or other docurngnts�mpy,bli-49rvIe Y e me. Luther Morris Daniel; Phone Number: -772-82&0868 to 40dit,ojjto"_h,M­ he ,_solf)or;'hotielf,,OwpOedesikn6tes None of , re Li­ 1- e.- N, �.dM ' 'S' (b), Florida Statutes. rprip. �!00110i' as P`f O'A M i_f �c Phone hum'befbf person or entity designated: by y owner: ri:dite lncelce�jofcommencement: (theexp expiration otbebef rethecomplet �otconst ' waodfini Expiratio ation date may n 0 ructio atpaymentjoihe contra ,ton -but will ton-buf-vill beyearfrom the -,date .of recordlinggriless a different date is specifiedy ...... WARNIqq.'T OWER:,.ANY., PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF.TME NOTICE ;OfC7 _PA_ ENz.,S,, IMPROPER -PAYMENTS UNDER" CHAPTER,`713, PART 1, SECTION 71313, FLORIDA STATUTE%. AN DZAN RESULT IN TWICE FOR R. k0t4� OTICE,O MONI 008 SIMBEFOKE'THEFIRST OVE 0coMMENCEMENTMUST'BEAEODRIDED AND PO TE iN,,'_FlNANCING,:CON'SULT WITH YOUR LENDER AT,TC+RNEY BEFORE COIVINIENCING WORK OR 'A RECORDING M 1.Y,004NOTJ�9.10F`00 COMMENCEMENT. declare;":" have: read the fooregoirif notice oftornmencemerit and: that "the f0cstated therein i6t0he-bett'df Owner (Signatory's ignatory's Title/Office) Ile forego i ' i stru 6n; was�acknciwlediecl before me this m I __ ­ 9 as Off iceO/Direc!6r/Paftn-e-r/Ma-n"ge�ra'"* ` Type of authority (e.g. officer, trustee) I re--oT, Notary _?FF SHANNON ARILL I (Signature a Ub�lic - State of Florida) (Print, Type,;cir Stamp Commissioned Name Of Notary Public, State of Florida Commission# DD958470 Mycomma expires February 4,2014 for Party, on behalf of whom.,instrument.was executed Personally known_ or produced Identification M cZ Y/ 1142 Water Tower Road, Lake Park FL 33403 Administration Office:1-877-484-9994 / Fax: 561-848-1501 South East Florida Division Dispatch: 561-844-9994 / Central Florida Division Dispatch: 407-339-5311 ( �? 2? M i "i ti^S ei s 1�1 a rt i�fi�l� }���i PJ`!ii ill -� r Concrete Tested ❑ Yes ff "o LOT # Water Added at Customer's Cylinders Taken ❑Yes ��la� Request gals. to full load Comments gals. to 2/3 load -gals. to 1/3 load r-• ems: IM Cus -tomer's Rep - Water Added ... r NOT RESPONSIBLE FOR WARNING IRRITATION TO THE SKIN AND EYES ADDITIONAL WATER ADDED TO THIS VARIATION IN COLOR OR Cement polymer or freshly mixed concrete may cause skin injury. Avoid contact with skin and wash exposed skin areas promptly with water. If any cement powder or CONCRETE WILL REDUCE ITS STRENGTH SURFACE DISCOLORATION mixture gets into eyes, rinse immediately and, repeatedly with water and get prompt AND DURABILITY. ANY WATER ADDED IS BATCH TIME medical attention. Keep children away from cement powder and all freshly mixed AT CUSTOMER'S OWN RISK. cement products. "s:JFTRM a Begin Wash PLANT TICKET# ORDER # # LOAD SIZE IMIX SLUMP DATE- JTRUCK . J CUSTOMER # SOLOTO y P.O. # PROJECT# DELIVERY ADDRESS ZONE# USE DRIVER TIME DUE INSTRUCTIONS NOW 1 • 1 1 PRODUCT • 1E PRODUCT DESCRIPTIONUNIT PRICE AMOUNT • • • SIGNATURE OR RECEIPT - CONCRETE AND ACKNOWLEDGEMENT OF HAZARD WARNING asc Meyer concrete company will not assume liability for any property damage or any SUB -TOTAL equipment damage,16r anydeliveries beyondthe curb line. r'' r TAX AUTHORIZED BY SHIPMENT SUBJECT TO CONDITIONS ON';JREVER SIDE. TOTAL A `a . , I '%- THIS DELIVE! MADE SUBJECT TO THE FOLLOWINI )NDITIONS. o provide a suitable roadway for our trucks from the street pavement to the place of delivery of material ii suich suitabier'oadways are not provided, we reserve the right to stop deliveries until conditions are remedied and, i,i event, customer will be hold responsible for any loss caused thereby. 2. INhan delivery is made beyona the curb line at the customer or customer representative's request, any damages ,4, but not limited to, sidewalks, driveways, buildings, trees, shrubbery, septictanks and septic systems, including the dro, irl Meld, are at the owner's risk. 3. 1110 customer agrees to reimburse said Company for loss of time and equipment by reason of such delivery, and also ic, indemnify and save harmless said Company from any and all claims, demands and suits for or on account of or in any manner caused by or arising from private driveway delivery. 4. Cuslomer acknowledges that all material and services shown have been received, that truck times shown are correct, and that ha arnount of water added at the customer's request is shown correctly, CAUTION: The.addition of water redduc�s concrets strength and durability. ,5, Vve are not rsponsible for finished results obtained from this load of concrete; many important factors affecting the ultirnab) -:ivaFty of the completsd job are beyond our scope of responsibi 'lit ty and control. 6. A charge of $1 M per minute will be charged after 8 minutes par cubic yard unloading time is exceeded, P -0 ; -videq suiv-,Ne wash down facility for our trucks and tools at the place of de!,vi::ry of matenol. 8. TM cu,,,tomer heareby 0grees to pay all costs and expenses of collection, including a reasonable attorney's fee, if he-3ha!1 `al a , I I To nay for the merchandise reflected in tW invoice. when due: Past due accounts re subject to a 1-1 /2% service clharqe or *,e unpaWJ past due balance. The customer hereby acknowledges receipt of the complete copy of this contfacL 1 P fir 1142 Water Tower Road, Lake Park FL 33403 Administration Office:1-877-484-9994 / Fax: 561-848-1501 South East Florida Division Dispatch:561-844-9994 / Central Florida Division Dispatch: 407-3 + S`75 - 3 11,. } 1 �t � { +t N I �� i N6jil i,! l+ IILi °I�;3! i$V�I ii I S lutl. Concrete Tested ❑Yes ❑ No LO Water Added at Customer's r Cylinders Taken ❑ Yes ❑ No t4 F Re uest q gals. to full load Comments xrrWj gals. to 2/3 load gals. to 1/3 load Customer's Rep - Water Added NOT RESPONSIBLE FOR WARNING IRRITATION TO THE SKIN AND EYES ADDITIONAL WATER ADDED TO THIS VARIATION IN COLOR OR Cement polymer, or freshly mixed concrete may cause skin injury. Avoid contact with skin and wash exposed skin areas promptly with water. If any cement powder or CONCRETE WILL REDUCE ITS STRENGTH SURFACE DISCOLORATION mixture gets into eyes, rinse immediately and repeatedly with water and get prompt medical attention. Keep children away from cement powder and all freshly mixed AND DURABILITY.. ANY WATER ADDED IS, AT CUSTOMER'S OWN RISK. BATCH TIME cement products.. y PLANT TICKET# ORDER #' TRUCK # LOAD SIZE MIX SLUMP DATE CUSTOMER # SOLDTO P.O. # PROJECT# DELIVERY ADDRESS' ZONE# USE DRIVER INSTRUCTIONS TIME DUE PRODUCT DESCRIPTION U.O.M. UNIT PRICE AMOUNT t" t l SIGNATURE OR RECEIPT- CONCRETE AND ACKNOWLEDGEMENT OF HAZARD WARNING asc meyer. onere a Company w not assumeliabilityor any property damage or any SUB -TOTAL equfpment>damage f6rr any, delivefies beyond the curb line TAX AUTHORIZED BY SHIPMENT SUBJECT TO CONDITIONS ON REVERSE SIDE. TOTAL THIS : LiY 1 t MADE SUBJECT TO THE FQLImOb+ IN4 INDIT"IONS: Customer agre681.o provid.b l suitable roadway for our trucks from the street pavement to the place of delivery of r-fate .a`. I! such suitable roadways are not provided, we reserve the right to stop deliveries until conditions are remedied and, in ,;Earth event, customer will be held responsible for any ices caused thereby,. 2. When delivery is made beyond the curb lute at the customer or customer representative's request, any damages ir; Viuding, mt not lirnited to, sidewalks, driveways, buildings, trees, shrubbery, septic tanks and septic systems, including the drain field, are at the owner's risk, 3, Tno customer agrees to reimburse said Company for loss of time and equipment by reason of such delivery, and wso to irrdomin fy and save harmless said Company from any and all claims, demands and suits for or on account of or in any rMa,rtner caused by or arising from private driveway delivery. , Customer acknowledges that all material and services shown have been received, that truck tunes shown are correct, and that the amount of water added at the customer's request Is shown correctly. CAUTION: The addition of eater redraces ^oncrets strength and durability, , We are not responsible for finished results obtained from this load of concrete; many important factors affecting the ultimate duality of the completed job are beyond our scope of responsibility and control. charge of $1 M per rninute will be charged after 8 minutes per cubic yard unloading time is exceeded. , 7. The customer agrees to provide a suitable wash down facility for our trucks and tools at the place of delivery of material. The customer hereby agrees to pay all costs and expenses of collection, including a reasonable attorney's fee, it he shall fail to pay for the merchandise reflected in this invoice, when due. mast due accounts are subject to a 1-1/2% service charge on the unpaid past due balance. The customer hereby acknowledges receipt of the complete copy of this contract, "L- ENCLOSED PORCH I BGFA 'n al-ici:�� sii raj wo EXISTING HOUSE C 5 &A-0 Job N: QUICK CALCS, INC Scale: 1: 98 PerfiDrined fbr t page I DANIEL MORRIS 317 ST. LUCIE LN. Fight-SuiteOUnivemal 2012 12,0.04 RSUO 101 8242 SAND PINE CIRCLE FT. PIERCE, FL 34946 2012-W-11 1012:37 PORT ST. LUCIE. FL Phone: 772-466-6799 Far. 772-46 6-6796 ightsoft HVACLMORRIS, DANEI-mp 1 t 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): C' l 4 LeZ3 �Ro� `t'lw�►,bt►�.� f�1AS ��nc. I -ig*co4 LS�—►Z have agreed to be the (Company Name/individual N me) i�lyl MS l !J Cr sub -contractor for L-Lt.THEM K OWS _bAht Na (Type of Trade) (Primary Contractor) for the project located at 9ZWL S 1rj�p_ Ctn, �nPS-C• �,L l_ :L 3ggSS2 . (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, 1 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 n+o#i L sTeq-- b 23 ?o IZ SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE, ONLY: b/Nc, V 64S, %t . a SW Z91-7740 email: %/ ole Ik--v r? 14 QSC#s rse4, PERMIT # ISSUE IIATE 4o-r Cot J b V MQ On L WAT,, ul Sr(,ves., So[Ac� �,OAP�m-e,) 4 coa;r qv e°I°� ttz:. "A�-5(t 1) 5oA,4"ti 'Sexi eK, r it AJJ slay. Aug AAKAvw f-lc- 1 d 4r &..L A AP-%��C e, E 17 4--- PLANNING & DEVELOPMENT SERVICES • Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. ?2U S State of Florida Certification Number (if applicable): (" a c ,-) czyL Yept 0 Oct d - -Al C have agreed to be the (Company Name/Individual Name) Mcsub -contractor for (Type of Trade) (Primary Contractor) fbr the project located at P9-t f 2. ' cq t t dC 41rin.P C i rc (s (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 QUALIFIER (Name of the individual shown on the Contractor's License) Address: City/State/Zip: Phone: REQUIRED v PRINT NAME V DATE son Daces t Ft. Pierce, Florida34946 ' 222 r W— 24dz email: OFFICE USE, ONLY: PERMIT# ISSUE DATE Job M. Performed for: DANIEL MORRIS 6242 SAND PINE CIRCLE PORT ST. LUCIE, FL ENCLOSED PORCH OVIZ11% A19 Wnrle- ais n EXISTING HOUSE QUICK CALLS, 317 ST. LUCIE I.N. FT. PIERCE, FL 34946 Phone:772-466-6799 Fax:772. SX18 t lq Scale: 1 : 98 Page'1 Right -Suite® Universal 2012 12.0.04 RSU08101 2012-Apr-11 10:42:37 796 ...ightsoft HVAC%MORRIS, DANIEL.rup Property Appraiser - St.Lucie `-'---mty, FL Page 1 of 1 PROPERTY RECORD CARD L Morris Daniel Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification &VUCIE �� Site Address: 8242 SANDPINE CIR ParcellD: 3426-703-0026-000-3 G Sec/Town/Range: 26 :36S :40E Account #: 135632 ye Map ID: Land Use: SF Res PUD Zoning: PUD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: L Morris Daniel Marcy Daniel LAKE LUCIE ESTATES PLAT NO. ONE LOT 12 (OR 2321-2120; 2404- Address: 8242 Sandpine Cir 484; 2557-2876) Port St Lucie FL 34952-2615 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 97000 Land Value: 20000 Acres: 0.23 7/27/2005 264000 00 WD 2321 / 2120 Assessed: 97000 Building Value: 77000 5/20/2004 100 01 WD 1975 / 0814 Ag.Credit: 0 Finished Area: 1529 SgFt 8/5/1998 28000 00 WD 1165 / 0987 Exempt: 50000 Taxable: 47000 Taxes: 1153.2 BUILDING INFORMATION Exterior Features View: RoofCover: SA - Asph Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1998 Frame: - Grade: C - C EffYrBit: 1998 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FuliBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 3CNT - 3CNT S 1 1 AV AV 1998 1 0100-SF Res 115 -Flat 1 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/Prc.asp?prclid=342670300260003 6/8/2012 C)* Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 4k(ev - d/3� JOB ADDRESS: $9 y � : SAND (;J� t,)E ci 2 - ?SL BUILDER/CONTRACT'OR: Horv.e, owy PEST CONTROL CONTRACTOR: PN-r 2i4.--1zmi nc4 -, n PEST CONTROL LICENSE #:_ 4%(4,y We, the undersigned, hereby certify that we have pretreated' the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Percentage of solution: ZS"v Date of Treatment: 1— I (r � -1 a Footing Is'Treatment Re -Treat Driveway 1st Treatment Re -Treat Other PWTY- ii A 'C46LA- -_K_Ist Treatmehf Re -Treat Chemicals used: )\I1,'k -Tc Total gallons used: Time of Treatment:. Slab 1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for'Final Inspection Signature of Exterminator Note. , There must be a completed form for each required treatment or re -treatment and this for must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection ivill fail and a re -inspection fee charged. FBC104.2.6 Certificate. of Protective Treatment for prevention of tenn/tes A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as -each requ/red protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit Arles. The Treatment Certificate shallprovide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, -to establish a verfiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval, St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit. Owners Name Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows ^ J 8• b = 6� z P ( C N 6 46/-(14� c l-' I li 1(-. ao f Nf� `PA'PC&O `} Mullions _30A t 75.0 trFLO-ulGN Awn.7UgE L0 -OitO& -03 rAft4eS Fixed Glass r,3 0-6 t-70 0 JUID-WEN 6600 f (^!Zl'-501 ,tile A pf-- JS Block Glass — SkylightsA& Aft Sliding Glass Doors r- 3A•o t50 JELO-karx/ 6 Soo 08 - l OZ 1 •dZ Swing Type Doors '__ French Doors —, 7 0 -N '. U(P-0 .Jea u1v��)2 nar�vp: c ff- - FKC • -AP 5 Garage Doors �3 A Hurricane Protection 5r 5 4 Roof Ventilation l Roofing Material �x15'P. wlN4,�-�S I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.. J Name: Signature: Design Prof: 76 g 5 Cert. No. Date: �512l HARVEY E. KOEHNEeNB r�ssional Engineer 32431 7206 Elyse Circle Port St Lucie;, FL 34962-3212 (7721 489-3035 fax Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: PPtIVLO-L— t4b R IL 15 Project Address: 244 54-WOy d N - Lr h Permit #: Occupangm LA Construction Type: .155 INSTRUCTIONS FOR USE: • This certification must be completed, signed, an p eale the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) d Residential Addition o Any accessory structure requiring a bull t o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND.ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida ✓ Code 2010 Edition with 20 ^ Supplements using ASCE 7-10 2. Structure Designed as (check one): Enclosed _Partially Enclosed Open 3. Risk Category: _I A II III IV Exposure Category: K B C D 4. Design Wind Velocity (o mph ASD LRFD End Zone Width:--4---ft 5. Mean Roof Height ft Roof Pitch: S :12 Parapet: -- ft 6. Components & Cladding Design Pressures Used: I(PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: � 26✓- 3 Zone 2: - 6, L9, Zone 3: - ! /l.0 Zone 4: '-.30 Zone 5: —33 0 Garage: 7. Design Loads: Floor: -'C> PSF Roof/Dead: I-7 PSF Roof/Live: Zd Balcony: r' PSF Dock: PSF Deck: - PSF Stairs: - PSF Fence: 7 PSF Railings: r PSF 8. Were Shear Walls Considered For Structure? K Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 'L5411 PSF Soil Test Reports Submitted? - Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St'. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: 4 lt� Signature, D e, and Seal SLCCDV Form # 020-12 Revised 3/15/12 (1S) -4r�tL�.� knl:cr� Pa 3z831 Print Name Cert # & Co. Cert Auth. -72.-o�;' ac4S Company Name & Address FORM 402 2010 Building Code, Energy Conservation asidential Building Thermal Envelope Approach All climate zones Scope: Compliance with Section 402 of the `Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form 402 for single - and multiple -family residences of three stones or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table 402A and all applicable mandatory requirements summarized in Table 402B of this form. If a building does not comply with this method or Alternate Form 402, it may still comply under Section 405 of the Florida Building Code, Energy Conservation. PROJECT NAME: DANIEL MORRIS I BUILDER:INCOMPLETE AND ADDRESS: 8242 SAND PINE CIRCLE PERMITTING OFFICE: CITY PORT ST. LUCIE PORT ST. LUCIE FL ! JURISDICTION NUMBER: INCOMPLETE OWNER: INCOMPLETE I PERMIT NUMBER:INCOMPLETE - Qeneral lnstructions: 1. New construction which incorporates any of I floor area,'electric resistance heat and air hand this mediod with exceptions giver. 2. Fill in at the applicable spaces of the'ro Be or more efficient than the required levels. 3. Complete page 1 based on the 'To Be Instal 4. Read the requirements of Table 402B and d 5. Read, sign and date the "Prepared By" certit following features cannot comply using this method: glass areas in excess of 20 percent of conditioned ; located in attics. Additions < 600 sq.ft, renovations and equipment changeouts may comply by column on Table 402A with the Information requested. All 'To Be Instated" values must be equal to column information. . each box to indicate your intent to comply with all applicable items. on statement at the bottom of page 1. The owner or ow neees agent must also sign and date the form. Check 1. New construction, addition, or existind building 1. Addition 2. Single-family detached or multiple -family attached 2. Single-family 3. If multiple -family, number of units covered by this submission 3. 1 4. Is this a worst case? (yes/no) 4. No 5. Conditioned floor area (sq. ft.) 6. Glass type and area: 5. 396 a) U-factor 6a. 0.500 b) SHGC 6b. 0.3 c) Glass area 7. Percentage of glass to floor area 6c. ` 34 7. 34 FAILED 6. Floor type, area or perimeter, and in I I Jl"_ a) Slab -on -grade (R-value) 8a. 0 b) Wood, raised (R-value) 8b. Not Applicable c) Wood, common (R-value) 8c. Not Applicable d) Concrete, raised (R-value) I 8d. Not Applicable e) Concrete, common (R-value) 8e. Not Applicable 9. Wall type, area and insulation: a) Exterior. 1. Wood frame (Insulation R-value) gal. 13 2. Masonry (Insulation R-value) 9a2. Not Applicable b) Adjacent: 1. Wood frame (Insulation R-value) 9b1. Not Applicable 2. Masonry (Insulation R-value) 9b2. Not Applicable 10. Ceiling type, area and insulation a) Attic (Insulation R-value) 10a. 30 b) Single assembly (Insulation R-value) 11. Air distribution Duct insulation, location, On 10b. Not Applicable system: a) Duct location, insulation 11a. Ala ]c V--w b) AHU location I 11b. Mainl . c) On, Test report attached (<0.03; yes/no) 11c. 0 12. Cooling system: a) type b) efficiency, •12a. Cential Unit 13. Heating system: a) type b) efficiency 12b. 13 1 13a. Electhic Heat Pump -13b. 7.7 WSPF 14. HVAC sizing calculation: attached 14. _ Verify attachment 15. Water heating system: a) type b) efficiency 15a. tioneaAtticConditioned,-lconditioned 15b. ' I I hereby certify that the plans and specifications covered by this Review of the plans and speafica . ' covered by this form indicate form are in compliance with the Florida e I code. compliance with the Florida energy. Before construction is complete, this building will be inspected far oo ptiance in accordance with PREPARED BY: 4-I I -I ection 553.908, F.S. I hereby certify that ding rs l compliance with the Florida energy code. OWNERIAGENT: Date CODE OFFICIAL, Date EnergyGauge® / USRFSB v3.0 &Q1 r TABLE 402A i I ALL CLIMATE ZONES BUILDING COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES Windowrs2: U-Factwrso.65 Average "ador<0.5 SHGC= 0.30 Average SHGC Value OD.3 6A of CFA<20% U-Factot<0.75 % of CFt-M.34 FAILED �(CLVP 2 Skylights Not Appspble Doors: Exterior door U-Factor U-Fador<0.65 All U-Fadors<0.46 Floors: - Slab -on -Grade No requirement L Over unconditioned spaces 3 R-13 Not App Walls-Ei& and Adj. k I Frame R-13 All R VakLs>l3 Massa II Interior of wall: ft-7.8 Not App Exterior of wag R-6 Not AppEcablee Ceilings3: R=30 AN R-Valties>30 Test report Reflectance 025 Reftedarimce--- Attached? Yes/No_ Air distribution system 4 Location:I Ductwork &.air handling unit I Air Hpnder Unit: Main Unconditioned space Not allowed Supply Dud: Conditioned space Re" Duct. Duct R-value R Value>R-6 All R-Vakies>6 Test report Air Leakage On On<0.03 I AN Qn<0 I Attadmed? Yes/No Air conditioning systems a SEER=13.0 A9 SEER>13 Heating system _ Heating Pumps Cooling: SEER=13.0 All SEER' 13 Heating: HSPF= 7.7 Ala HSW-7.7 Gas furnace AFUE=78% Not AppGbte Oil Furnace AFUE=78% Not Appal ble Electric resistance: Not allowed s Water heating system (storage type): Elechice: 40 gal: EF=0.92 Galons=Not Applicable 50 gal: EF= 0.90 EF=Not opkable Gas fired ® 40 gal: EF=0.59 GaWrrs=blot Applicable 50 gal: EF=0.58 EF=Not ble Other (describe): I I tj f tacn componem presem in me Hs rroposea nome muss meet or exceea earn or me apprcame code using this method; otherwise Section 405lcompliance must be used. (2)Wumdowrs and doors qualifying as glazed fenestration areas must comply with both the maximum Gain Coefficient) criteria and have a maximum ltotal window area equal to or less than 200A of the a 405 must be ! tsed tope.. , c t3) K-vatues are for usu iatron matenai only as requirement must be met except if at least 50, (4) Ducts & AHU installed substantially leak fir Exception: Ducts installed onto an exhasting Sec. 503.2.72. (5) For all conventional units with capacities gi Exception: Electric resistance heat prohdmidi (6) For other electric storage volumes, min. El criteria in omer to comply wrm errs and the maximum SHGC (solar Heat I floor area (CFA); otherwise Section n Y or less mat/ have a maximum glass to CFA of 50 percent pplied in accordance wr rff mane-uramrag- gc a on E ctions. For mass waft, the Sntedor of wait" of the R-6 Insulation required for the "exterior of wad" is k6tafed exterior of, or integral to, the wad. per Section 403.22.1. Test by Class 1 BERS rater req wed. r distribution system as part of an addition or renovation; dud must be R-6 installed per ter than 30,000 Btultir. For other types of equipment, see Tables 5032.3(1-8) does not apply to additions, renovations, and new heal systems installed in existing buildings. 0.97 - (0.00132 " volume) ; For other natural gas storagelvolumes, min. EF=0.67 - (0.0019 • volume) TABLE 402E MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage 402A 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 1 Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combudio(n air. Ceilings/knee wails 405.2.1 R-19 space permitting. Programmable thermostat 403.1.1- _ Where forced -air furnace is primary system, Programmable thermostat is required. Air distribution system 403.2 Ducts in attics or on roofs insulated to R-8; other ducts R-6: Ducts not in conditioned space tested to Qn=0.03 by Class 1 BERS rater. [ Water heaters 403.4 Hedt trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shuto (gas). Circulating system pipes insulated to.>R-2 + accessible manual OFF switch. Swimming pools & spas 403.9 Spas and heated pools must have vapor-retardent covers r a liquid cover or other means proven to reduce heat loss except if 70% of heat from site+ recovered energy. Of9timer switch required. Gas heaters minimum thermal efficiency=78% (; 2% after 4116/13). Heat pump pool heaters minimum COP=4.0 Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires seperate system or variable capacity system. Electric heat >1 okW must be divided into two or more stages. Lighting equipment 404.1 1 At least 50% of permanently installed lighting fixtures shall be high efficacy lamps. m--nergytsaUgeV r USitm-Stf V3.0 r� . - - wrightsoft® Project Summary oe e: Entire House By. QUICK CALLS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772.488-8799 Fax 772.488.8796 Email: QUICKCALCSQAOL.COM Project• . • For: DANIEL MORRIS 8242 SAND PINE CIRCLE, PORT ST. LUCIE, FL Notes: Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design. TD 28 OF Heating Summary Structure 25342 Btuh Ducts 0 Btuh Central vent (102 cfm) 3146 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 28489 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolingg Area (ft2) 1925 1925 Volume (ft3) 17325 17325 Air changes(hour 0.38 0.20 Equiv. AVF (cfm) 110 58 Heating Equipment Summary Make Trade Model AHRI ref no. Ruud UPNL-049JEZ Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 9 HSPF 48500 Btuh @ 47°F 30 0F 1483 cfm 0.059 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 29330 Btuh Ducts 0 Btuh Central vent (102 cfm) 1686 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier load 0.95 29464 Btuh Equipment sensible Latent Cooling Equipment Load Sizing Structure 4012 Btuh Ducts 0 Btuh Central vent (102 cfm) 4271 Btuh Equipment latent load 8284 Btuh Equipment total load 37748 Btuh Req. total capacity at 0.70 SHR 3.5 ton Cooling Equipment Summary Make Ruud Trade Cond UPNL-049JEZ Coil UBHP 24++RCHL-48A1 AHRI ref no. Efficiency 11.0 EER, 13 SEER Sensible cooling 29400 Btuh Latent cooling 12600 Btuh Total cooling 42000 Btuh Actual air flow 1483 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.79 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' RightSPge uiteO Universal 2012 12.0.04 RSU09101 2012-Apr-11 10:age I Anli C:\Users\Quick Calcs\Docum®nts\Wrighlsoft WAC\MORRIS, DANIEL.rup Colo = MJ8 Front Door faces: - wrightsoftRight-J® Worksheet Job: Entire House Date: QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fox: 772-466.6796 Email: QUICKCALCS@AOL.COM 1 Room name Entire House EXISTING HOUSE 2 3 =ad wall Room height 196.0 ft 9.0 ft d 151.0 ft 9.0 ft heat/cool .4 5 Room dimensions Room area 192&0 ft2 1.0 x 1529.0 ft 1529.0 ft2 Ty Construction number U-Value (Btuh/ft2-°F) Or HTM (Btuh/ft2) Area (ft2) or permeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cod Gross WP/S Heat Cod Gross WP/S Heat Cool 6 11 .... - -:._ :.1Ac1orn- VU L-_-f_ 13A4ocs . _ .. 10A,m . 1Aclom 1Aclom - - --•= _ 13A�4ocs IA-clom. _ 0149 1.670 1.270 1.270 .... -.-1.270 0.143 1270 -n-' n n n rt- a e_. 4.06 46.76 35.56 35.56 '__.....35.56 4.00 35.56 ` . 2:55 25.31 34.77 34.77 _ 34.77 2.55 _91.12 .. _ .. 513 82 6 46 :'- '.10 369 . _ .50 360 0 0 0 ._- _ _ ._. 0 319 0 1479 3816 213 1636 ._... _._356 1277 _ __1778 - 940 2066. 209 16DO ._ _._. _348 812 _ , __4556 : 216 0 6 0 . _ _ .-- . 10 369 50 ... - 200 0 0 0 _... __ . _0 319 . _ .. 0 - -_ 801 0 213 , 0 .. ______356 1277 ._ . J778 _ ... 509 0 209 0 _ ._,. __ 348 812 _4556 Y�l 1-G _ F. .. 13A-4ocs _ 1Aclom 11D0_; -- - -:_ 13A-4ocs 10A-m 1A-clom_ ... 21A-20c._... _._ 0.143 1270 0390 0.143 1.670 _ 1270 0.027 s s .._s._ w w . w_ _ - 4.00 35.56 _.. 10.92 4.00 46.76 35.56 0.76 2.55 34.77 1131 2.55 53.19 _- 91.12 2.57 - 0.00 613 40 'r , 21 369 41 _ 20 1925 _.. 1925 452 40 _ 21 308 0 M - 0 1925 _ -_ 1925 1810 1422 . - 229 1234 1908 - -_.. 711 .... _2641 - _ _ 1465 . 1161 1391 --_- 238,,.. 784 2170 _--_ 1822 _._ 4952 _ _ 0.....__ 513 40 --21 261 0 - 20 ,-1529 1629 452 40 ._. _ .__21 241 , 0 - - - 0 -_. ,__1529 1529 1810 1422 __-.229.. 965 0 _ 711 _ _ _2098 1156 1161 1381 .. _236.. 613 0 1822 _ . ___3933 0 6 c)AED excursion 0 -17 Envelope losstgain 21966 23036 12816 15565 12 a) Infiltration 3376 952 2601 733 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 4 920 Appliances/other 3500 3500 Subtotal (lines 6 to 13) 25342 29330 15418 20718 Less eAemal load 0 0 0 0 Less transfer Redistribution 0 0 0 0 0 0 0 0 14 Subtotal 25342 29330 15418 20718 15 Duct loads 0% 00/0 0 0 -01/0 0% 0 0 Toted room load Air required (drn) 25342 14M 29330 14M 1M18 902 20718 1048 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. C- wrightsofC 2012-Apr-11 10:48:17 Right -Suite® Universal 2012 12.0.04 RSU08101 Page 1 C:\Users\Quick CalcMDocumentslWrightsoft WAC\MORRIS, DANIEL.rup Calc - M.18 Front Door faces: - wrightsoftRight-J® Worksheet Job* Entire House Date: By: QUICK CALCSr INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34940 Phone: 772-466-6799 Fax: 772-46M796 Email: QUICKCALCS@AOLCOM 1 Room name ENCLOSED PORCH 2 F. ad wall 45.0 ft 3 Raon height 9.0 ft heat/cool 4 .5 Room dimensions Room area 33.0 x 12.0 ft 396.0 ftx Ty Construction number Ll-value (Btuhlftk°F) Or HTM (Btuhlft5 Area (ft.) or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cod Gross NIP/S Heat Cod Gross N/P/S Heat Cool 6 13A4ocs 10A-m 1Aclom 0.143 1.670 1.270 n n n 4W 46.76 35.56 2,55 25.31 34.77 297 82 0 169 0 0 678 3816 0 431 2066 0 - 11 _ -- 1Aclom 1A-c1om-.--- ---- 1.270 _1.270 n n--. 35.56 35.56 34.77 -34.77 46 . _ _ 0.. 0 . _ -0 1636 _ _ ...0.. 1600 -- 0 W/ L_---_G. 13A-4ocs 1A-clom - _ _ ._ _ , ocs 0.143 _ . 1.270 0.143 a _e _ s 4.00 35.56 4.00 Z55 - ._ 91.12 0 .. 0 0 0 0 _00 0 _ 9. . . _ _ . 0 _.. _r-D.. 1Ac1on 11D3 lom 1.270 1,270. s s. 35.56 ._ 35.56 34.77 _. ,. 4.7 0 l- 0- � ..__ 0 0..__ .. Yt/ C ..-- .. 13A-4ocs 10A-m 1Aclon 1613-19ad_ ..._ _ .. 0.143 1.670 1.270 .. _ 0.049 w w w _ - . 4.00 46.76 35.56 .. _ ,1,37, 2.55 53.19 _ _91.12 _ 2.57 108 41 0 . 396 67 0 0 398 269 1908 0 171 2170 0_ F 21A-20c 0.027 - 0.76 - . 0.00 ._ 396 - 396 - - .299 _ - - - -. 0 . . 6 c)AED excursion 17 Envelopeloss/gain 9149 7473 12 a) - Infiltration. 775 219 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 0 Subtotal (lines 6 to 13) 9924 8611 Less wdemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9924 8611 15 Duct loads 1 -00/6 (m 1 0 0 Total room load I 1 9924 1 8811 Air required (cfm) 581 435 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -rk wrightccWt, 2012-Apr-11 10:46:17 .�G`P. Right -Suite® Universal 2012 12.0.04 RSU08101 Page 2 C:\Users\Quick Calcs\Documents\Wdghtsoft WAC\MORRIS, DANIEL.rup Celc - MJ8 Front Door faces; Florida Building Code Online Page 1 of 2 M y Business & Professional Regulation r Holida Departmentof BCIS Home I Log In user Registration I Hot Topics Submit surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines I C .10 -- PER: duct Approval ProfessiUser Regulation Product Approval Menu > Product or Aoolication Search > Aoollcation List > Application Detail FL # FL11964-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email molLE C& Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a. Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A. Tillit, Jr developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. 9 Validation Checklist - Hardcopy Received Certificate of Independence FL11964 R1 COI EASTERN METAL Certification of independence drwa 11-226.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code h4://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsxYIeb4opODch... 7/2/2012 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/16/2011 12/16/2011 01/03/2012 01/31/2012 Summary of Products FL # IlModel, Number or Name Description 11964.1 0.050" Bertha Aluminum Storm 11corrugated aluminum Storm Panels retained or not by Panel (2 inch)- Drawing number �11-221 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R1 II EASTERN METAL DRWG 11-221.Ddf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. span is 13'-0" for +30, -30 FL11964 RI AE EASTERN METAL Product evlauation re ort drw 11-221. df p.s.f. ASD and 4'-0" for +90, -130 p.s.f. ASD for retained panels. See sheet 2 of installation drawing for other Created by Independent Third Party: Yes . spans and pressures. 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks Panel (2 inch) - Drawing number ��11-226 to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R1 II EASTERN METAL DRWG 11-226.Ddf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max. span is 9'-10" for +32.6, - FL11964 R1 AE EASTERN METAL Product evaluation re ort drw 11-226. df 32.6 p.s.f. ASD and 2'-8" for +58.0, -58.0 p.s.f. ASD See sheet 2 of installation drawing number 08-149 for other Created by Independent Third Party: Yes spans and pressures. Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2010 State of Florida.:: Privacy Statement :.: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.fl.us. Product Approval Accepts: ®® echeck r securitymurnics po•. —d by VadSign http://www. floridabuilding. org/prlpr_app_dtl. aspx?paratn=wGEVXQwtDgsxYIeb4opOD ch... 7/2/2012 1. 24 CAGE BERTHA -GALVANIZED STEEL STORM PANEL (2" DEEPJ SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.£,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W17H THE 2010 FLORIDA BUILDING CODE, THIS 24 GAGE BERTHA GALVANIZED STEEL STORM- PANEL (2" DEEP) SHALL AM BE INSTALLED AT HlCH VELOCITY HURRICANE ZONES (MIAMI-OADE /BROWARD COUNTIES). DESIGN WIND LOADS SHALL' BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICI7ON WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONAU7Y FACTOR Kd=0,85, USING ASCE 7-10 FOR INSTALURONS UNDER 2010 FMC AND SHALL NOT EXCEED THE MAXIMUM (A,5.0.) DESIGN PRESSURE 'RATINGS INDICATED ON SHEETS 2, 6 THRU 70, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED -PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 70 COMPARE THESE W/ MAX, (AS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Z 6 THRU 10. 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2' DEEP) ADEOUACY fOR IMPACT AND CYCLIC RETLSTANC£ HAS BEEN VERIFIED /N ACCORDANCE WITH SECT)ON -1609, 1.2 OF 7TTE ABOVE.MENTION£D -CODE, AS PEP. AMERICAN TESTING LAg OF SOUTH FLORIDA; REPORT f OJO4,01-08, AS PER AST)d E 1886-05, ASTM E 1996-05 AND ASTM E 330-02 STANDARDS,• AS WELL AS REPORT $ 1270.01-05 AS PER ASTM E 1886-02, AS7M £ 19g6_02 AND AST,, E JJO-02 STANDARDS AND AND REPORT i 0926,01-0J AS PER ASIM £ 1886-97, £ 1996-02 AND AS1M E 3J0-02 STANDARDS QUALIFIED FOR KIND ZONES 1, 2 AND 3, MISSILE TAPED (BASIC PROTECAON ONLY AND FOR INSTALLA77ONS AT NON ESSENTIAL FAC/UAES AS DEFINED BY SEC77ONS 6,21.1 AND 6.2.1.2 OF ASTM E 1996-02 AND ASTM E 1996-05. 2 ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A-653, GRADE BO WTH MIN Fy - 106.0 ksl, WTFI G-90 GALVANIZED STEEL DESIGN4770N. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER U LE55 OTHERWSNAP LACK AND WISE NOTED. 1H£ FEMALE ICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWNG• STORM PANEL COMPONENTSD STUDDED COVER CAP ARE PATENT PENDING. 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON S7EE7. AS PER DIN 55018 W/ 50 ksi YIELD STRENGTH AND 90 k.1 TENSILE S7RENCTN & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,J.J4. 5. BOLTS TO B£ ASP4 A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, 4V17H JS hT MINIMUM WELD STRENGTH. 6, ANCHORS TO WALL SHALL -.BE AS FOLLOWS (UNLESS OTHERW6E NOTED).. (A) TO EX1S77NG POURED CONCRETE, %c = J192 PW. MIN. - 7/4" 0 TAPCON ANCHORS AS MANUFACT LIR£O BY I.T.W. BU/LOEX. S AS - 114 0 x J/ ��NPOINTS SCUD -SET ANCHORS -AS O/57R/BUTEO BY ALL POINTS SCREW, BOLT & SPECALTY COMPANY. NOTES A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J/4: A2) MINIMUM EM8£DM£NT OF '/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' IN70 THE POURED CONCRETE. N0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4" 0-20 SS- MACHINE SCREW (SIDEWALK BOLT OR TRUSS HEAD) USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WTH NO STUCCO, A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE DZ77NG R, WALL OR FLOO ANCHORS SHALL BE LONG ENOUGH TO REACH THE NA1N 51RUClIIRE BEHIND SUCH PANELS, ANCHORAGE SHALL BE INDICATED ON NOTES A.1) & A.2) ABOVE. AS (B) TO EXISTING CONCRETE BLOCK WALL, AS7M C-90 UNITS.- 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY LT,W. BUILDER. - 1/4' 0 SC TAPCONS AS MANUFACTURED BY I.I.W. BUILDEX W/ I'm a 1500 pl. MIN. - 114' 0 a 3/4' ALL POINTS SOLD -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY 1800 pal. M/N. NOTES; &1) MINIMUM EMBEDMENT -OF TAPCON INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4' 8.2) M/N/MUM EMBEDMENT OF 1/410 x J/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCK. NO EMBEDMENT INRTSTUCCO SHALL BE PET7M1TTE0. 1/4' 0-20 SS MACHINE SCREW (SIDEWALK BOLT OR TRUSS H£AD)..USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO SWCC'0, B.3) IN -CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL LONG AND B.2) ABOVE LONG ENOUGH TO REACH THE' MAIN MA57RUCTURE BEHND SUCH PANELS. ANCHORAGE SHALL B£ AS INDICATED ON NO7FS a. 1) (C) 70 EXISDNG WOOD FRAME BUILDINGS, WITH SPECIFIC GRAWTY G = 0.55 — 1/4'' O TAPCON ANCHORS -AS MANUFACTURED BY I.T.W. BUILOEX. — 1/40 S.C. TAPCONS AS MANUFACTURED BY LT,W. _BWLDEX, — 1/4' 0 SAMMYS SCREW ANCHORS (SSG) AS MANUFACTURED BY ITW BUILDEX, NO7M, C 1) MINIMUM THREADED PENETRATION OF TAPCONS, SC OR SAMMYS SCREW ANCHORS (SSG) INTO WOOD UNIT SHALL BE 1 1/2' C2) ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. ANCHORAGE SHALL BE AS INDICATED ON NOTE C 1) ABOVE, (0) ANCHORS SHALL BE INSTALLED FOLLOWNG ALL OF THE RECOMMEJ01177ONS AND SP£CInCATONS OF THE ANCHORS MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWWG LNSTALLA77ON DETARS SHOWN ON SECTIONS 1 7HRU 5 (SNEE15 4 & 5 -FOR & 4 SHALLLNOT�c' USER CONCRETEBLOCK SUBSTRATES) AND ALI£RNA7NF5 T THRU 6 (SHEETS 8 & 9 FOR WOOD SUBSTRATES) EXCEPT 7H4T HEADERS Z 2A, J 8, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PANEL IS TO BE A77.ACHED TO INSURE PROPER ANCHORAGE, THIS PANEL SHALL ONLY -RE ATTACHED TO POURED CONCRETE: CONCRETE BLOCK OR WOOD FRAME BUILDINGS, 9, THE INSTALUTDN CONTRACTOR 15 TO SEALICAULK ALL PANEL ACMPONFNT EDGES WI/CH REMNN IN CONTINUOUS CONTACT WTH TH£ BUILDING TO PREVENT WNDI"N IN7RUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. 24 G4GE BERTHA GALVANIZED STEEL STORM PANEL (2" DEEP) SHALL COMPLY WTH SPECIF/CA71ONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To 'I- SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LWA77ON AT PANEL IN ACCORDANCE WAR SECDON 1715.B,J OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LIBELING TO COMPLY WITH SECTION 1715.8.2 OF THE fLORIDA BUILDING CODE 12. (0) THIS PEE. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMAI7ON FOR A S17E SPECIFIC PROJECT, • La. WHERE THE SITE CONDRIONS DEVIATE FROM THE P£,D, (E) CONTRACTOR 70 BE RESPONSIBLE FOR 7HESELECTOFI,- PURCHASE AND INSTALUTON INCLUDING LIFE SAFETY OF -THIS -PRODUCT, BASED ON THIS P-ED. PROVIDED HE/SHE DOE'S NOT DEVTA7E_FROM 7HE-CONLUTONS -0ETA/1ED-O7N THIS DOCUNE7D'. CONS777DCT)0 SAFETY AT SITE IS THE CON7RAC70R.'S RESPONSIB1U1Y. (0) THIS P,E,D. WLL BE CONSIDERED. INVAUD IF ALTERED By ANY MEANS Zd) SITE SPECIRC.PROJECTS SHALL BE PREPARED -BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT MACH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PED, -ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE'P:ED. ENOlN£ER, SHALL SUBMIT TO THIS UTTER TH£ SITE SPECIFIC DRAWNGS FOR REWEW. (e) THJS P.E,O, SHALL BFAR THE DATE AND ORIGINAL SEAL AND SIGNATURE GF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT 'k i/'L/ : �T o '•, F SYATE OF ::'ir CODE (Non N/gh Veloc)ly liunYcone 1'-2.J75• ?'-.opal r.0 0' e.oao• aaoo• Zi r )` pp �l i--2010'-4 v ar ®(Tm) .FULL PANEL W/0 HEMMED EDGES Bees• aoo0• r -1 o-�`'p ---A020-4 HALE PANEL W/O HEMMED EDGES eo00• eoo0• a --a.on •—--Y.OIO'--i--20a0''—� ft/LL PANEL WI -HEMMED EDGES HALF PAN£) W1HEMMED EDGES STORM PANEL SCALE J/B• - 7' C'9,"A; Vr ANCHORS (SEE SLNELFRE J•� Mox. f Min. h-, I CONCRETE ANCHORS WE SCHEDUW I J•� Mox. MO... STORM PANEL 1 Min. TYPICAL ELEVATION N. T. S. MAXIMUM A•S D: DESIGN PRESSURE WING (,za•f. ] AND CORRESPOND/N . MAXWN PARE LENGTH I! 0 NOTES, (1) L+: MWMUN ALLOWABLE PANEL L£AGR1 FOR A WWN POSIDV£ ASA OLSIGR Law. L-: MAX, ALLOWABLE PANET. lfNCM FOR A GMN NCGATVE ASA. DESIGN LOAD. (2) PROCEDURE TO DEIFRN/NE MWMUN PANEL LENGTH FOR WALL MOUNnWS OR nDOR/CERWG: CAIN A'POSRNE ASD. DE5,ON LWA DGE MWE MAMUM PAW LENGTH T.+• FROM SCHEDULE CNEN A NEC47NE AS.O. DESIGN LOAD, DETERMINE M4.wmuu PANEL LENGTH 1 f7MN SCHEDULE. nNAL UMMUM ALLOWABLE PANE! LENOOH N EOWL 70 THE M I DEIERMINED PANEL LENGTH EMEEE17 1+' AND i-• (J) W"VM PANEL LENGTH TD BE *a• SCHEDULE Al M1 YAW MR VRED CONCIPETE CDNCAUE BLOCK AND WOOD NJRSTR4TE INSTAL! A� f/ONS S£E CLOSURE DETAILS ON SHEET 5 _ 1 1 % SEE CLOSURE SECTION A —A — E15 ON SHEET ..E111AAAii ii�_ N. T. S. MAXIMUM PANEL LENGTH 'W OR "L-' (/I.) O LULa,UM AS6 AEM PAMUAE A4nm 0 �) CoNCR7[ CoNCRm µpop MTuUVA25 &M 1 New PANEL LENO L+ (A) Mew A4Aa Lam L-(fL) J2.6 9'-10' 9'-10' 34.0 9' 7• 9'_!p• 58.0 9'-4' B'-JO• 4aO a-10• B'-TO• 4M a-7• 9'-10• 44.0 B'-5' 48.0 B'-J"- '9'-1• 48.0 50.0 52.0 7'-9' 54.0 7'-7' 71-8' Sao 7'-5' 7'-5• 57,0 7'-4' 7'-4• BUILDING CODE (Nan High Velocity Hurricane © "h" HEADS? 7.000`.MQx 8 zn ° h T v o L .090, (2)—" STUCCO TRRSTUCCO TRACK .095' 6" ,6 1/4'-70Y 3/4' S.S .813" 2,813" 1 FURLED 37UD5 W/ WASHER V19NGN(R5 AT t?' D.C. L .340 R.208'' ® _BUILD OUT "h n HEADER (j ' MAX,a� 6 EDGE OFO 1/4`-20 x J/4" TS. KNURLED SR105 WSJ WASHER W/NCNU75 �''l � AT l2' O.C. ni m 0 440` oa © —ASH RED WING NLT DIE CAST (ZINC 17L1 7) NICKEL PLATED - p „ , 10 STUDDED SNAP TRACK © FEMALE COVER CAPCOVER CAP i. rl EOQE OFQ �9 ��G�K��NOLE FTAIEOF ff,IP[ P '', s� ® "U" HEADER d.337' 1 i Eric£ OF Q c ® R�UNDHOEATPANT I--.214` 41R.2.092" 25° R. 125° m 1 - R. 125" i n A IL 2 .r 00" 384" L.000" Mat. 05 .-0 ANGLE BUILD OUT BRACKET ® KEY HWLEW�SHER 3105-H1S4 ALUM. ALLOY COMPONENTS SCALE: 1/2' - I' FLORIDA BUILDING CODE (Nan High Velcelly HuMcone Zone) 020ft OL7E00. INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL F.s/R.E./A.a (2" DEEP) DRAWN Br. EASTERN METAL SUPPLY, INC LE C O m C. 426E WE5T Rawl DRNE WEST PALM BE1CH, )1 M407 a'M- 7/NQ Qr ENGIH"R/NO CONPANY T J-ZZB v. Se Sm..m9. VACUG lARmm is =66 (3mSf671-"•^ . fv : (AU7611-1931 PH,(561). 535-6067 FAX• (561) 588-4780 AN.R L[tlRartV aax 06Ssp9v ars WALIM A RLUT Jc PCdm _ FLOR/DA L7- / H167. a m-l.s 1Laepl 3 OF 10 SG.gCONS ATT O A O OL/D j POURED CONCRETE 19�W R 9sA . OR CONCAfTE 17GOCM / 4 h20 SIDEWALK BOLT REQUIRED 1/4-2C 4'0-2D 7RUSSH SQUAB( a(pp a OR F+ ANCHORS CREW! �) E SC EDU(E fOR� - REQUIRED FOR (SEf SCNEDl1[EJ 0.0 S.C. IAPCONS i O CONCRETE I -- - NCRETE BLOCK -- ED j W11A I I I I 1 I I I I I I I I I I I I I I I I I I-SM. SEPARA17ON I TO GLASS I I I N 1• Aft SEPARARON 1 I 1 I I I.f 1 TO CLASS' I I I j j I I I I I I I I I I I j I 1 1//4- J/S• SS SOLW NFAD MACHINE I I ei I I SCREWS W/®AF.12• O.Q. I I I 1 I i a E. D. °i 1 I I .RElr I CONCRETE i I i i 7 BLOCK Is (SEC /f 1 I i (SEE SCHEDULE) I I I i yl I POURED- CONCRETE OR I i REQUIRED CONCRETE BLOCK - I I -- �� SECTION 0 ANCHOR + SIDE WALK BOLTS ARE J/4 Or3/J2' (NICK HEAD B.2 (SHEET 7EW W/L£NG7H AS PER N07ES A2 & R2 TRUSS HFAD BOLTS ARE 1/1 pr7/B' THICK HFAD WC111AF SCREW W/LENGTH AS PER NOTES A2 & H.2 SHEET f - POURED Cot ♦ OR CONCRET SECTION REOUIR£D SECTION ® STUq SEGTIOM 2 WALL MOUNTING AS -TA LAT/ON - 'NOTE FOR COMB/NADON OF SE077ONS : E. D. EDGE DISTANCE WALL/PL00R UOUN77NG SECAONS CAN Sr (SEE SCHEDULE ON COMBINED IN ANY WAY TO SUIT ANY 11STALLARON s"EET 0 ANCHORS / (SEf SCHEDULE) � c / POLICED CONCRETE W OR CONCRETE BCOCX RE0U1RE0 7 a"& 70 PoSRATN +) SECTION ® ANCHOR ye a PCURL r REQU11 Cont. YW f� N v u `a (OPEN PDSIEA7N +) POURED CONCRf7E -REQUIRED SECTION ®STUD -WALL & FLOOR -MOUNTING INSTALLATION - - - A.���,. SECTION '`` 3 I'LORIDA. BUILDING �,'''��ER t P,r CODE (Non High Velocity Nurilcone Zone) V Itt �1C E -`� � d e2011 m7co, INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL . rsVxf.1AG. _ (2" DEEP) Glum er. C ItG C O 1 NC. EASTERN A4IETAL SUPPLY, INC. 4289 WEST R04as DNw DAMATA t- :` i �I' \ r Q � : �(. '• :F••/ .0........... RIONDRAWNG ,. TILGR TESTING-& ENGINEERING COMPANY ` R� CNN n. ✓��.141 GIiOMR R 11,68 Rxne , (.I6T7B71-1vLiae.. r,� 4:6ryM7vN-1vr WEA/P.E 57 WEST PAW BEACH, 11 J3407 PM. (S61) 533-6091 FAA: (661) W-4780 11-226 ma a°cv-I1S 1s7mp SKID' 4 OF 10 (SEE 1' MM. SEPARAWN TO CLASS Nor. -n4 Cant. d -20xl/4' S5 SOWRE y D AIAC7P,IPf SCREWS ®AT 12-04. REOUMED POURED NCRE7&� / (SEE 5GH6 -CEILING &• FLCOR AIDUNTING INSTALLATION —SECTION 5 SCALE : 3/8' - I' E D. � EDGf DISTANCE (SEE SCHEOUL£ ON S!}£ET 6) NOTE FOR COMB/NAnON OF SECTIONS HALL/FLOOR/CEILING MOUNIMC SfcnONs GW BE COMBINED IN ANY WAY TO SUIT ANY INSTAUAnON. URED CONCRETE, NCRETE BLOCK 2",4' WOOD SME REQUIRED 1/4 TAPCON ANCHORS 0 12-0. C. _CASE A .(Plan) POURED CONCRETE COyOR. BLOCK OR 714' WOOD FRAME REQUIRED 2' r 3' r .09J' 3105-H14 OR 6063-T6 ALLOY C.nt N.- ANGL WITH 1/4 TAFCON ANCHORS 0 11�11 C \ ' h. 1/4- 1 OR CASE D (Plan) 17 j OR 2iWOOD FRAME REQUIRED X = BUILD OUT DISTANCE --1/4-205, 55 50WR£ "1 HFA0.!!A NINE SCREWS 3 90' c L JJS' -� a W/ ®AT 12' O.G .CASE E- _(Plon) - 2• M—.. J/4-20xJ14' S5 SOfWRE 4_ --- � NERD MA E SCREWS 4' r 4' r .072• W/ ®AT 12' 0.4 3105114 OR 6063-T6 ALLOY C.aL Alum. ANGLE T/4' C! MAXCINCR£JE NCREM CASE B (Plq� jCK l IW WOOD FRAME R£OULRED 1/4 TAPCON ANCHORS`T 2.560" Aia ,Aln. POURED ",4* BL x CASE F (Plan) OR 2SM' W000 FRAME REONLF£D I 1.000' 2• r-2' r .055' TO ALTERNATE LEO LOCADON r CL£.CR AConL I END CLOSURES DETAILS Alum. ANOR .080'J705-H154 SHEET NFTAL Alum. BENT PUJE SCALE.' 114•• = 1 " CASE C_(PleW (ILLIT(E% 02611 naTE FLORIDA BUILDING CODE (Non Hlgh Veloclly-HuFFlcans Zone), R A. .•.........I�el 0g'1N¢ 24 GAGE GALVANIZED (BERTHA DEEP) )STEEL STORM PANE! D� / 0. '� EASTERN METAL SUPPLY, INC. 12t66£/n � Y67 . ■.`.�co�NC. 4268 WEST R41DS DRN£ r a 7/LUT 7EST/N0 A ENQIN££R/NO COMPANY WEST I. BEACH, n- 1 7 4nf Ar xtA SY_ 6h .tai Y,AZAI W50Fla: n 31ra6 F71: (667) 5JJ-6051 FAX' (561) we-47BO 1 1-226 arnwlu+ avY a.¢ DRAWING No STATE OF \, FB-0006719 WAVER A null .F. P.E nA ar-Ilo ryae/rr _ FLDWD4 Lie. 444 _ _ _ _ SHELT 5 OF TO ss�UNAL ANAC&r ME)VORLY AOIIACENT PANEL REMOMES7ORA#PAN PANEL STORN PANEL 1� -SECTION &_ -B SCALE : N,T.S T OVERLAP fWJCE 1111PI INTi�RIORLY REMOVABLE STORM PANELL III PARTIAL ELEVATION * C SCALE : N.T.S. _ _ _ T12Ta . POURED CONCRETE u OF CONCRETE BLOCK REpU/RED / I I I 1/s =zoxr xs. SOUAR£ t, MACN/NE SCREWS I W/ ® AT OVERLAP �K _1_r- 1/I"0 TAPCONS1 AT 12' D.C. I I I I I I I I I I i 1 I I I i I I- I I I I I I�I I 1 I I I I I 1 I I I I I I I I' t I I I 4 WALL MOUNTING INSTALLATION WALL MOUNTI(yG INSTALLATION SECTION 6A SECTION 6B SCALE : 3/8° = I" SCALE : 3/8" = 1' _INTERIORLY REMOVABLE STORM PA EL SECTIONS 3/s%x3/3P" TN1CK HEAD WGTN AS PER NOTES A.s s MAX. A.S.D. DESIGN PRESSURE RATING a +57.0, —57.0 p.a.f. Ax I/"_I."—,.. FLORIDA BUILDING CODE .ai�f�Y3L1a.S.D DE'31C-N'PIZF..¢S71Qri RAIM (P.iilyt /�1�1'D CORRk•SAp]�r*+n� AU iBRX _SPdGINC• 8C .^Fnk+ .L.'.n_R I11TOInAY�AmTnaY�o IN CON M`7'F.' AAVM8 - ,�� CONCI�r+'1'&.' Rrpry CITTO7rnmrmnc� �A ona>'a .+ F.' APPLCOX m AtGtAAA TNC6VS =LClNA•9 / * LAA9YIM PM'6 Ca1CRETE ro ria,aw to COVCO]E r6 4NN Oaa0NN/1LW L/NelH T.•(A)N/A 12' la' 1.1(mP)12• 12' 77•'71' rY 1 (B0IT04)11' 11' lY m' 12• 11' 2 (mP) /1• la• - -12' 11' 12' I7' '' EW la• 12' 12,- 1a• 12• 1a• J (TOP) LEOR ss lY WA 12• N/A 12' NIA J (Bonn) N/A 77 N/A 12, N/A "top) 12• 12• 7T TY r7• 1 . (gprpY) . la' I2• la' 120 17' 12• S (rap) I2' la' 12' 77• 17• 12• 5 (B07Top) le �,f p. TILL�p �pENs" '., _ AORIDA BUILDING CODE (Non Nlgh Velocity NNrricone Zone) oaoll 781FC0 INO 24 GAGE GALVANIZED- BERTHA STEEL STORM PANEL ss./n.C./A.O ANCHOR TYPE !2.5' IR • * (2' DEEP) DRAWN Rr "G icr �{�/^�bJT� •f EASTERN METAL SUPPLY, INC. TAPCON (REGUTAH OR SO) ' E. D. EDGE DISTANCE OF I L E C O INC. 1768 WEST Fn1pS pRIYF °A SOLm SET� F pP: • 1\ TfLLlr 7ESnNG t ENG/NEERING COMPANY WEST PAW BEACH, FL JJ,07 _ p . LOR1 \,\ eiu rtu JRA b. p; 19INA eN 00J n71lQG PM. (561) SM-5061 FAX.• (561) MB-47W 11-226 ........... ••• • •• �� ,1 Pn•,.: (JalMfl-A'Ja. r1: (J¢S1an-ISTI urr `SSIONA� �IlrrmaLil7 jJ,.. Pr. ap T>ne/N ®� °m •� ° / pRAwmc Nb }LORIDA fie. 41167 SHEET 7 OF !0 Asa �v RIPI!! 4v/. uaeeaoa aa�eun mr E a - J 1/a•r. 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A TAPCpN (RECUUR OR SAJ SODD 5E7 J' .es .75 1 7/7' 7' .50 Aft S SOLNRE SCREWS SCR ALTERNATIVE I So TAPCONS OR 1/4 0 TS SCREW ANCHORS (SSG 1 0@W/ ®.OR (aWjd SCHEDULE) I i R I T I 1 I I 4� I y 3� d TAPCDNS SCHEDULE) SECTION—* ANCHOR o: 91 POSRION 4•J SECTION ® STUD ALTERNATIVE 2 � FEIaALE COVER �W_ _ALL MOUNTING INSTA d TION � HURRICANE "CLOS CONDIRONS. NOTES; T. INS7ALLA770NS ARE ONLY VALID FOR MAX. ASD. DESIGN PRESSURE RA77ND" AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (E(CEPr AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 10. NOTE FOR COMBIX4710N OF SEC77ONS J. FOR NEW WOOD fRAME C0NS7RUC77ON: WOOD MEMBERS TO BE SOUTHERN WALL/FLOOR MOUNTING SEC7701VS CAN BE I PINE No. 2. W/ SPECFlC DENSITY (G) OF D.55 OR EOU41- COMBINED 1N ANY WAY TO SLUT ANY INSTALLA7701V. o TAPCONS SCHEDULE) I Cont. I I 1 I I N I 1 I 1 7 I I I w I Yl I I 1' A6n SEPARAmv I m rocs 1 I 1 I I COnl I I I I 1 I � I z;.6- WmJ r1--1 �.t f=a rAPcONs nNISH /LL ASEE SCHEDULE)' FlN/SH ALLOWED) SECTION 0 ANCHOR a 7APCONS. SCHEDULE) MN. SEPARA TO CLASS 1/f-10rJ��f' SS SI HFAD MACHINE SCR W/ ®AT �1e1121,`Pu' Cant IWIt#"" I1/f• 0 rAPCONS (SEE SCHEOLAB) BUILD OUT INSTALLATION ALTERNATIVE 4 R A. %... /44 TAPCONS B' WOOD I' 1 • (5FE SCIiIDULEJ V� NXL (NO FlNLOH (NALLOWED) OWED) : �% '. ST A �F ` O,n •.. SEC77ON ® WALL & f OOR MOUNTING STUD INSTALLATION A' _= `♦♦♦ ALtIIC FLORIDA BUILDING CODE (Non High VeTSoityAH ENG�y(lone) 02011 T1L7EC0. INc 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL F.sA..E./A.O. (2' DEEP) ORA. ILN. �- EASTERN METAL SUPPLY, INC. 121DOIll ■ IL E C O T m C. 42M NEST RGioS D&W DAM- TILLI7 TES71N0 G WWNEERINO COMPANY NSt NI[ Jem 6f Sts = iSecum owmxi R .[1M. N.a+.: (M4JS7)-15b . to x (366L6N-x631 WEST PALM BEACH. fL J3407 PM (381) 033-6061 FAY.- (56.) 2.-4780 1-226 EB-0°06719 WALIERA 711LT Y. P.E. ar8]ind aDd-1A Aa[ lyae/I1 mt asarexy _ � _ ORAWATJ No JLORWN tie. P fuel � - - I - _ SHEET B OF 10 -oenonr w AL A94nve, s NOTE FOR COAQI1MT DV OF SECTIONS WALL/BOOR/c£WNO MOUNTNO s£CnONS CqN Dp COMBINED IN ANY WqY TO SUIT ANY lNSTALIARON. A. NOTES. 11,1 P��E�I =_ 1. 1NSTALLATpNS ARE ONLY VALID FOR MAX. ASO. DESIGN -PRESSURE RATLVCS''• �%.. F '• AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) -� 7. SEE ANCHOR SCHEDULE ON SHEET 10. .T. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY (G) OF 0.55 OR EQUAL : ••, l" UUUhhh Q -S270NAL BUILD OUT INSTA FA N ALTERNATIVE 6- BUILDING CODE (Non High Velocity Hurricane o e b d I I b R q 2 O R n yap V c� IW. a �j a m N & o O YC;l N V Y t Hi a V O lliea W zgil,4 m W�� Saxe E° R • Z 2 i 2 Y 2 2 Y\\\ GI '' oll 00 '-`ZZ333333?Z3 �Z3$ZZ�Z�ZZZ u. =ZZZZZZZZZZ 1 11 I , Florida Building Code Online Page Iof3 Florida Departmentof BCIS Home Log In User Registration Hot Topics ' Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map ( Links Search Busines p�.Oe$SI Product Approval r USER; Public User Regulation EM Product Approval Menu > Product or Application Search > Application List > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12769-R1 Affirmation 2010 Approved JELD-W 3737 La poj Klamath Falls, OR 97601 (800)535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year ASTM E330 2002 ASTM E331 2000 TAS202 1994 http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtbgsmFBcObh9XI2Qz2Q1izl37i7bmOiEk... 5/27/2012 Florida Building Code Online Page 2 of 3 'I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity -Yes `...) No ` - N/A FL12769 Rl COC SA12769 signed and cert.pdf Product Approval Method Method 1 Option A Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval Date Approved 12/18/2011 Summary of Products FL # IlModell, Number or Name Description 12769.1 Steel Wood Edge Glazed Door 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12769 R1 C CAC NI009887-R1.PDF Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2013 Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R1 II JW232008.PDF XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: National Accreditation & Management Instructions. Since product does not meet water Institute, infiltration requirement for HVHZ, it must be installed per Created by Independent Third Party: overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. Evaluation Reports FL12769 RI AE Rat 756MD, Inswing Anchor Eval.pdf Created by Independent Third Party: Yes 12769.2 —7r�� 12769.2 Steel Wood Edge Glazed Door J12'-O" x 6'-8% Glazed, Steel, Wood Edge, Inswing Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R1 C CAC NI009887-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +66/-66 03/31/2013 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R1 II JW232008.PDF XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: National Accreditation & Management Instructions; and Must Be Installed With Surface Bolts. Institute, Since product does not meet water infiltration Created by Independent Third Party: requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Evaluation Reports FL12769 R1 AE Rpt 756MD, Inswing Anchor Eval.pdf Created by Independent Third Party: Yes Florida RBC. 11 12769.3 Wood Edge Glazed Door 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Outswing Door =F!� System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R1 C CAC NI009887-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2013 Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R1 II JW252008.PDF XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: National Accreditation & Management Instructions. Institute, Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rpt 754MD, Outswing Anchor Eval.pdf Created by Independent Third Party: Yes http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtr)gsmFBcOI)h9XI2Qz2Qlizl37i7bmOiEk... 5/27/2012 Florida Building Code Online Page 3 of 3 h ,, -a 12769.4 Steel Wood Edge Glazed Door 12'-0" x 6-8", Glazed, Steel, Wood Edge, Outswing Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R1 C CAC NI009887-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2013 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R1 II JW252008.PDF XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: National Accreditation & Management Instructions; and Must Be Installed With Surface Bolts. Institute, Since product does not meet water infiltration Created by Independent Third Party: requirement for HVHZ, it must be installed per overhead' Evaluation Reports requirements as identified in Sec. 4410.2.3.2 of the FL12769 R1 AE Rpt 754MD, Outswing Anchor Eval.pdf I Created by Independent Third Party: Yes Florida RBC. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterC�dbpr.state. fl.us. Product Approval Accepts: 00 tc Si'. �" {�ttl'COti� secutyt as�yvarc: pmored h7V¢at5lpn http://www.f loridabui lding.org/pr/prr_app_dt l.aspx?param=wGEVXQwtbgsmFBcObh9XI2Qz2Qlizl37i7bmOi Ek... 5/27/2012 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 December 12, 2011 TO: Whom It May Concern 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366 FX contact@buildingdrops.com FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL M FL12769 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST STDS. TAS 202-94 12769.1 JW232008 756MD N1009887-R1 03/31/2013 ASTM E 330-02 ASTM E 331-00 TAS 202-94 12769.2 JW232008 756MD N1009887-R1 03/31/2013 ASTM E 330-02 ASTM E 331-00 TAS 202-94 12769.3 JW252008 754MD N1009887-R1 03/31/2013 ASTM E 330-02 ASTM E 331-00 Page 1 of 2 BUILDING DROPS AM A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407-644-2366FX contact@buiIdingdrops.com TAS 202-94 12769.4 JW252008 754MD N1009887-R1 03/31/2013 ASTM E 330-02 ASTM E 331-00 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYRO6 2011.12.161"6:2531-05'00' •�',� SPYR`''. ` /No 0 C 0. OF .,,/ V. 0111111111110 Page 2 of 2