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HomeMy WebLinkAboutSUBMITTED PAPERS- 91_ •�J ..i I OFFICE USE ONLY: DATE FILED PLAN REVIEW FEE: O V - a RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE.& FILLED IN TO BE ACCEPTED r t PLANNING & DEVELOPMENT SERVICES* DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue ) , �, w 0c SCANNED Ft. Pierce, FL 34982-5652 (•e 0 Y 772-462-1553 M. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 51 9 D 5+CR t l � �^'N �Z� Z>91 0e, . F A 2. PROJECT NAME: N A2�Ac�- SITE PLAN NAMEbrVDrIeS 3. PROPERTY TAX ID #: 1 [ ' Sb ` Ol to a - O CxD - .5 «� 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Cgx 36�- a.rt7 ^ 51nn.2 e 3 1•, ®l- `l1 a- OR a0 S 5 - �40 q ®� Q 6 1 - ( D Z. -3t- 5. PLAT BOOK 6. PAGE NO. LO i a- 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): 'CA I �p LOT DRAENSIONS: 4bl 1y. 1 W9Y] -% 6tM-n1 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: tNC�d.�G C��2 eek, Po�..��1 w� Ci�S (��� s•EaZ�c,�o ,� , o� � moo �- M V rcatu-S �,as- -d`� �S vve �✓t?�pd7�bl cJ 11. SETBACKS (ACTUAL) FRONT: W BACK: RIGHT SIDE:JL(A-- LEFT SIDE: Wy 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [,A] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER -(SPECIFY) 13. DESCRIPTION OF PROPOSED USE:.l,'�[?� ����U'�i 14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR 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 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 6/25/09 A OWNER INFORMATION N 1 NAME: �2A� '0A� Ar' �0,4& far ADDRESS: .J`" -9'4 -4- LAVe. CITY: �2� ��'esz ce- STATE: �L- PHONE (DAYTRvIE): C1 'a) Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE 1 FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG.CERT #: C Co C I SI %A ) Ltq BUSINESS NAME: QUALIFIERS NAN ADDRESS: V•® • max g 3 8 3 STATE: zip: iC[5 LISTED ABOVE, PLEASE ZIP: ST. LUCIE COUNTY CERT CITY: N R 3V 5 k : Uv'c i STATE: ZIP: 3 Lyq -q5; PHONE (DAYTIME): (-7-14- %3 i- 5 �q FAX NO. Email: ARCHITBNGINEER:A�- ADDRESS: U D $ p� ©5 ey o L(�- ST CITY: STATE: iL ZIP: Ci I-) PHONE (DAYTIME): On�) 989 - (a')3 5 BONDING COMPANY: ADDRESS: CITY: STATE: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: Pij I' 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 low 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 PAYING TWICE FOR HaROVEMENTS TO YOUR PROPERTY. NA NCEMENT OTTRESULT IN YOUR 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 COM IENCEMENT. 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. V kA _01!� WNER OR CONTRACTO GNATURE STATE OF FLORIDA COUNTY OF _"* 110 G ; -C- The foregoing instrument was acknowledged before me this day of by daAg,-q 0 /Ja 2 a �- who is personally known or has produced 3r1yf't, 1I C eA 5-P_ as identification. of 16T ANDERSOR , SION # DD753129 ;ion No. o� MY C�@ +� EXPIRES January 28, 2012 " FloridallotaryService.com rnn7t 398-0153 Wl � ^ v w CON RACTOR SIGNATURE STATE OF FLORIDA COUNTY OF.Jr_► ujcct, The foregoing instrument was acknowledged before me this day of ' 20 I ( , by T e_ lr r gy P• & who is personally known _Zor has produced as identification. Signature of Notary MAVID T ANDERSON Commission No. :*= Y COMf�N # DD753129 i�'• c. �``' EXPIRES January 28, 2012 (407)398-0153 FloridallotarySerWce.com 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. OFFICE USE ONLY E #: 1� SECTION , a TOWNSHIP RANGE MAP NO. % V 1 ZONING LAND USE Uv� LOT CVG % TAZ NO, FLOOD ZONE. FIRM MAP # 1ST FL' R ELV MAX HGT CONST TYPE OCCUP TYPE IZ& OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 11199.0 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 9DY AREA FEE FEE LIBRARY PUBLIC BID PUBIC BID PARKS IMPACT IlyPACTFEE IMPACT IMPACT FEE CORRECTION FEE GENERAL FEE SCHOOL ROAD -CREDIT Y N LAW ENF ' IMPACT IMPACT IIVIPACT , . x FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC I GAS LOT OF RECORD FEES - REQUIRED PLUMBING FEES ` DATE SENT TO ADDRESSING: REVIEWS "-FRONT % -ZON&p ' :SUPERVISOR - PLANS VEGETATION, ,,SEA TURTLE ` MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW, :.REVIEW REVIEW DATE . 1 /t l( `, . .,. -- RECEIVED DATE` - COMPLETED INITIALS Asp- U/ JOSEPH E. SMITH, CL -",OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3608340 OR - 3307 PAGE 592, Recorded 07/11/201,, 04:35 PM AFTER RXCORDING-RETURN TO: PERMIT NUMRFR: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3ii-5r. 3— (1 a� OOOI S SUBDIVISION BLOCK TRACT LOT BLDG UNIT `P6RA09r.^o SV.ak-,e Nvp sc 51ca\���, L��•e ii - F+. Pw2 -G 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: a. Name �U x-L" Z Aiv ti� C3A �z �lA o t>4 b, Addresx S'%�-�- 54t".it��w5 LiN\`L Vt)">.w , �} , \' s•E.y%C(_ c. interest in property d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONEE, NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) 20_ Owner's Authorized OMcer/Director/Partner/Manager State of Florida County of �'+ k 0C The foregoing instrument was acknowledged before me this day of -� V `� . 20_L�­ By %�A(br%G /'^IU,Zri.2 ,as 6rr,A)P.C.. (Name of person) (Type or authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument w uteri) Personally Known ✓ or produced the !allowing type of ID: j�P.."-s. DAVID T ANDER50N i•; MY COMMISSION N DD753129 ?EX FIRES January28,2012 (Printed Name of Notary Public) (Signature of Notary Public) (401)a9e•0153 FloddallolaryS.rv!MWm Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized OMcer/Director/Partner/Manager who signed above: B) qa By Rc W_nIKav .1Z -STATE OF ROMA ST. LIME CORTY Tut¢ IRTO URTIFYNATTMIS I€A Property Appraiser - St.Lucie Ce� 7� ty, FL Page 1 of 1 Daniel R Nazar JR) Record: 1 of 1 Property Identification Site Address: 5722 Sterling Lake Dr Sec/Town/Range: 12:34S:39 E Map ID: 13/12N Zoning: PUD PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print ,,,\AIE oo ParcellD: 1312-502-0162-000-5 2� Account #: 154618 y '• Land Use: SF Res City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Daniel R Nazar (TR) Barbara A Nazar JR) PORTOFINO SHORES -PHASE TWO- (PB 43-33) LOT 412 (OR 2055- Address: 5722 Sterling Lake Dr 2090; 2591-1022) Fort Pierce FL 34951 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 107200 Land Value: 10000 Acres: 0.16 6/12/2006 100 01 QC 2591 / 1022 Assessed: 107200 Building Value: 97200 8/23/2004 216200 00 WD 2055 / 2090 Ag.Credit: 0 Finished Area: 1633 SgFt 2/7/2003 1911000 02 SP 1658 / 2244 Exempt: 50000 Taxable: 57200 Taxes: 1393.28 BUILDING INFORMATION � SPON m B m bum PtEPN� ou c cra n m Exterior Features View: RoofCover: CT - Conc Tile RoofStruct: HP - Hip ExtType: HB- - HB- YearBlt: 2004 Frame: - Grade: B- - B- EffYrBlt: 2004 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %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 DWBP - Drive-BrkPav Y 1 652 AV AV 2004 1 0100-SF Res N -Site 1 ENC2 - POOL ENC-AVG Y 1 853 AV AV 2009 SWAY - RES POOL AVG Y 1 288 AV AV 2009 PA02 - POOL DK-GOOD Y 1 565 AV AV 2009 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/pre.asp?prclid=131250201620005 7/11/2011 PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUH-CONTRACTOR SUMMARY Castle Contractors, Inc. / Jeffrey P Baker will be using the following sub -contractors for the (Company/Individual Name) 5722 Sterling Lake Drive, Ft. Pierce, FL 34951 Parcel ID 1312-502-0162-000-5 project located at —— (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 LT -Electric, Inc. / Anthony Dlodato Electrical ----------------- -- -- ER13014075 -- — Plumbing Treasure Coast Air Conditioning, Inc./Luke A Walker CAC058476 _ _ — -- HVAC/ Mechanical C/ Roofing o Gas DICE,'USEQIL PERMIT ' 6! _ 6 131 ISSUE DATE: NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): CAC058476 Treasure Coast Air Conditioning, Inc./Luke A Walker have agreed to be the (Company Name/Individual Name) Castle Contractors, Inc. / Jeffrey P Baker HVAC/Mechanical sub -contractor for (Type of Trade) (Primary Contractor) 5722 Sterling Lake Drive, Ft. Plerce, FL for the project located at Parcel ID_1312-502-0162-000-5 (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) ORIGINAL SIGNATURES ARE REQUIRED NATURE PRINT NAME DATE Business Name: l e a 5 U P e_ CD OLs' Address: I pSG a. 0 A ko, e City/State/Zip: \nv !� QS L_o LAC Phone: OFFICE USE ONLY: F*4i(L CONkC-o4'1 y'L 3 t{ct $ a - email: PERMIT # ISSUE DATE IP-7- bI'SI --/I I PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): ALT Electric, Inc. / Anthony Diodato (Company Name/Individual Name) Electrical (Type of Trade) sub -contractor for ER 13014075 have agreed to be the Castle Contractors, Inc. / Jeffrey P Baker (Primary Contractor) 5722 Sterling Lake Drive, Ft. Pierce, FL for the project located at _ Parcel ID 1312-502-0162-000-5 _ (Project Street Address or Property Tax ID 4) 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) ORIGINA IG TURES ARE REQUH D r4A�� �-r'6 GNATURE %<J PRINT NAME DATE Business Name: R L T ` 1C `(°GA-cz I L I --I j L Address: 3 k O$ S E A AM T R R 4' G am- City/State/Zip: Poa �- 5-� L—v c -, e , F'L * 3 y6i � Phone: ��a'JaS"s(7Sro email:. OFFICE USE ONLY: PERMIT # ISSUE DATE 1101 013I Qom=! e �, �uriiP UG Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 09/15/2011 24747 CASTLE CONTRACTORS INC JEFFREY P BAKER PO BOX 8383 PORT ST LUCIE, FL 34985 Permit Number: 1107-0131 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the. referenced building permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION OWNERS INFORMATION 5722 Sterling Lake DANIEL R NAZAR 5722 STERLING LAKE FORT PIERCE 34951 FORT PIERCE, FL 34951 APPLICATION INFORMATION Permit Number. 1107-0131 Application Type: Building Permit w/o subs Activity Type: Other OtherActivity: CONCRETE BLOCk INFILL Permit Type: Building (Miscellaneous) Stories 1 REVIEWS AND COMMENTS Review Tv pe Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Audrey Humphrey 07/11/2011 1 Comment NEEDS RECORDED NOC Front Counter Review Complete Audrey Humphrey 07/11/2011 07/11/2011 Plans Examiner Review Pending Dave Johnson 08/16/2011 08/16/2011 3 Comment NOT ADDRESSED PROVIDE WINDOW DOOR BUCK DETAILS To Be Reviewed by Zoning Complete 07/19/2011 Review Comments for Planning & Development Services Contractor Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL' 34982 Page 1 Phone: (772) 4627-1553 Fax: (772) 462-1578 08/16/2011 24747 CASTLE CONTRACTORS INC JEFFREY P BAKER PO. BOX 8383 PORT ST LUCIE, FL 34985 Permit Number: 1107-0131 As of today.'s date'the owner listed on your application is .being notified along with yourself that the referenced building permit has, some •issues listed in the comments' below. . Please address'these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you.have any questions regarding the comments below, please call our. office. PROPERTY INFORMATION OWNERS INFORMATION 5722 Sterling Lake a DANIEL R NAZAR 5722 STERLING LAKE FORT PIERCE 34951 FORT PIERCE, FL. 34951' . APPLICATION INFORMATION Permit Number. 1107-0131 Application Type: Building Permit w/o subs Activity Type: Other - Other Activity: CONCRETE BLOCK INFILL Permit'Type: Building (Miscellaneous) Stories 1 REWEWS.AND COMMENTS. Review Type Status ` Reviewed By Date Started Date Complete Date Released Documents Missing Pending Audrey Humphrey 07/11/2011 1 Comment NEEDS RECORDED NOC Front Counter Review Complete Audrey. Humphrey 07/11/2011 07111/2011. Plans Examiner Review Pending, Dave Johnson 08/16/2011 08/16/2011 1 Comment ARCHITECT'S SEAL MUST BE LEGIBLE 08/16/2011 2 Comment THIS NEW ROOM IS CONSIDERED HABITABLE SPACEAND MUST BE PROVIDED WITH A MEAMS OF HEAT. ENERGY CALC'S & MANUAL i CALC'S ARE REQUIRED IN DUPLICATE 08/16/2011-3 Comment PROVIDE WINDOW DOOR BUCK DETAILS To Be Reviewed by Zoning Complete 07/19/2011 Joseph P. McCarty, Architect, Inc. 900 East Osceola Street Stuart, Florida, 34994 772-287-6735 fax:772-287-4618 DPR Registration Number 9639 September 16, 2011 St. Lucie County Code Compliance Division 2300 Virginia Avenue Fort Perce, Florida 34962 RE : 5722 Sterling Drive, Fort Pierce To whom it may concern: Please note that French Door is to be PGT FD-101 Miami -Dade NOA 07-0629.10. Door is to be fastened to masonry through I PT buck with 1/4" tapcons with ? Minimum embedment. Tapcons are to spaced 7 %2" from corners (head and sill), 5 %2" from corners (jamb), Maximum spacing between corners 13" (head, sill and jamb) Single hung windows ar to be PGT SH-700 series, Miami -Dade NOA 11-0405.10. Window is to be fasten gh lx PT buck with %4" tapcons with 1 3/8" minimum embedment. Tapcons are to be spacedl81/2" maximum from corners (head), 171/2" from top corners sill), 16" from bottom corners (sill), 6" max below .meeting rail. (3) tapcons ehiarbe provide each side above and below meeting rail. (2) tapcons only are to be provided at h c • are re t sill. Sincerely, Y Qincx AT.csIrrC Project Summary Date: _.-.. Entire House r QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM Project, E For: DANIEL NAZAR � 5722 STERLING DR., FT. PIERCE, FL 0, PY Notes: Deasign Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 °F Inside db 70 'F Design TD 28 °F Heating Summary Structure 44285 Btuh Ducts 0 Btuh Central vent (40 cfm) 1231 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 45516 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 1778 1778 Volume (ft3) 16002 16002 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 101 53 Heating Equipment Summary Make Trade. Model AHRI ref no.n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 0 Btuh 45516 Btuh 35 F 1200 cfm 0.027 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 'F Inside db 75 'F Design TD 15 'F Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 31264 Btuh Ducts 0 Btuh Central vent (40 cfm) 659 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 30327 Btuh Latent Cooling Equipment Load Sizing. Structure 3028 Btuh Ducts 0 Btuh Central vent (40 cfm) 1671 Btuh Equipment latent load 4699 Btuh Equipment total load 35026 Btuh Req. total capacity at 0.70 SHR 3.6 ton Cooling Equipment Summary Make Goodman Mfg. Trade Cond GSC130361 D* Coil CA*F3636*6B*++EEP AHRI ref no. Efficiency 11.5 EER, 12 SEER Sensible cooling 24500 Btuh Latent cooling 10500 Btuh Total cooling 35000 Btuh Actual air flow 1200 cfm Airflow factor 0.038 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,giii-Fk- wrightsoft^ Right -Suite@) Universal 8.0.11 RSU08101 2011-Aug-30 11:41:51 ACCP....ettings\Nikki_21My Documents\Wrightsoft HVACINAZAR, DANIEL.rup Calc = MJ8 Front Door faces: Page 1 �QPC.KCALCS,TPIC Right-J® Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name Entire House EXISTING 2 Exposed wall 161.2 ft 144.2 ft 3 Ceiling height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 1625.0 ft 5 Room area 1778.0 ft' 1625.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number (Btuh/ft?'F) (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 flocs 13A ` 0.143 Wn 4.00 2.55 306 250 1Q02 637 306 250 . , 1002 637 - G 1A clom 1.270 :n 35.56 34.77 15 0 533 522 -'115 0 533 522 L -G 1A clomd 1,270 n.. . 35.56. , __ ,.. 41 0 ..., 1451 __730. . , , All _ 0 ,1451 _ _- 730 ..,, .._ 13A-4ocs _ 0.143 . ne 4.00 2.55 32 22 90 57 32 22 90 57 11 1A-clom. 1.270. 70.43 - 10 .__0 _ _356 _ 704 ., ,40 . 0 __, 356 _. _ 704 .._ _ 13A-4ocs 0 143 _ne ` • e .35.56 4.00 2.55 405 329 1318 ._ 636 252 237 949 603 1A-clom 1270 a 35.66 91.12 15 0 533 1367 15 0 533 1367 1A-c1am 1270 a 35.56 32.23 20 0 711 645 0 0 0 0 1A clomd„ .....: ....._._ 1 270 ..e._ ...35,56 „ - 32.23 . - - . - 4.1 _ ..:...0 1451. :. _..1315 .., t _ 0. ,. ........0 _.0 .0 0143 s 4.00 2.55 180 139 557 354 160 139 557 354 VLt13A-4ocs IA-clom 1.270 s 35.56 34.77 20 20 711 695 20 20 711 695 11 D0 _..._..-_ _0 390 ... s .. _.....10.92 .._1.1.31. ..._ _._. _. 21 21......- -.229 ._ _....238 . ....... 21. ._., - .._ 21 _..... _ 229 .,..:.. .238 ............... 13A-4ocs 0.,143 w 4.00 2.55 495 445 1782 1133 495 -' 445 1782 1133 L-G 1A-clom. . . _ 1.270 .: w 35.56 : 91:12 , 50 _ , _ 0 1778, _ _ 4556. 50 _ 0 1778 .4556 y/ _ 13A4ocs 0.143 nw 4.00 2.55 32 22 90 57 32 22 90 57 t G IA-clom 1.270 nw 35.56 70.43 10 0 356 704 10 0 356 704 P 12C Osw, ._ 0;091 ... ". , . .�2.55 .. . 1_.28 210. _' 270 .1. _ 688 - 346 . _..:,,189 ' ,. ,-189 ;_ .. ,- 482 . ._, 24.8 _... C, - , 16B-30ad 0.032 0.90 1778 2987 1625 „ 1625 1456 2730 . ._.... 20P70t.,,. .. ' _...... 0.:521 14,59, ,1.68 651 , ,,. 1778 _1778, ... _.1778 .1593. ..< . 259.37 _ '... 11579 .,. ' 1625:..._ 1625 . , 2370.6... 10583 6 c) AED excursion 0 420 Envelope loss/gain 41166 294134 36059 25492 12 a) Infiltration 3119 879 2790 787 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 44285 31264 38849 27199 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 44285 31264 38849 27199 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 1 44285 1 31264 38849 1 27199 Air required (cfm) 1200 1200 1053 1044 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. RightSuite@ Universal 8.0.11 RSU08101 2011-Aug-30 11:41:51 ALCA ...eftings\Nikki_2\My Documents\Wrightsoft HVAC\NAZAR, DANIEL.rup Calc = MJ8 Front Door faces: Page 1 QUICKCALCS�IlVC Right-J® Worksheet Date: Entire House By. QUICK CALCS, INC. 317 ST. LUCIE LN.. FT. PIERCE, FL 34946 Phone: 772466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 2 3 4 Room name Exposed wall Ceiling height Room dimensions NEW FLORIDA RM 17.0 ft 9.0 ft heat/cool 9.0 x 17.0 ft 5 Room area 153.0 ft2 Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuh/ft2) Area (ft') or perimeter (ft) Load. (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 _,.. --G yy!! V�1 �--G Vy L - G Is C. .. 13A flocs IlZlom` 1A-clomd_ 13A-4ocs 1A-clom 13A-4ocs. 1A-clom 1A-clom' 1Aclomsl ._ --..:_ 13A-4ocs 1A-clom 11D0..__- _._ .._ - 13A-4ocs 1A c1om, , .,, 13A-4ocs 1A-clom 12C-osw ..... .-.._ ,16B-30ad _ _ 20P-Ot _ : 0.143 1,270 0.143 . -1.270 "0,143 1270 1,270 1.270 0.143 1.270 _ .. 0.390 0.143: 1.270 0.143 1.270 0.0 ..0.032 _ ; 0.521 n n ne _ne a a a ...e..,. s s .-.s.. w w nw nw - - . -. 4 d0 35 56 4.00 -_, .35.56 4.00 35.56 35.56 ...3556-- 4.00 35.56 , 10.92 4.00 35.56 4.00 35.56 2.58 ,_- 0.90 14:59 2 5-5 34.77 2.55 70.43 4 �2.55 91.12 32.23 _32.23._..,,. 2.55 34.77 .1.1.31 2.55 .. 91.12 2.55 70.43 -1 28 1.68 6,51 0 0 0 _.-... 0 153 0 20 41 0 0 0. 0 , :. 0 0 0 _... .81 153 :' : 153 0 0 0 - . -- -, 0 92 0 0 0 0 - . . 0. 0 . 0 0 .0 _...153 153 0 0 0 0 360 0 711 0 0 ..- : -.0 0: ._ 0 0 0 ... 206 _. . 137 2232 0 0 0 .. - , 235 0 645 0 0 ... ._ 0 0. ... 0 0 _ ...0 ..'.... 104 _ , . , 257 . -__ , 996. _ .. . _ . . . 6 c) AED excursion 420 Envelope loss/gain 5107 3972 12 a) Infiltration 329 93 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/other Subtotal (lines 6 to 13) 5436 4065 Less external load 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 5436 4065 15 Duct loads -0% 0% 0 0 Total room load 5436 4065 Air required (cfm) 1 147 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fla- wr:9htsoft Right -Suite® Universal 8.0.11 RSU08101 2011-Aug-30 11:41:51 ACCP....eltings\Nikki_2\My Documents\Wdghtsoft HVAC\NAZAR, DANIEL.rup Calc = MJ8 Front Door faces: Page 2 This document was created with Win2PDF available at http://www.win2pdf.com. The unregistered version of Win2PDF is for evaluation or non-commercial use only. This page will not be added after purchasing Win2PDF. March 1, 2009 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Compliance with Method 8 of Cimpter 11 of the Florida Building Code, Reddentiat or Subchapter 13-6 of the Florida Building Code, Buildira may be demonstrated by the use of Form 11 OOB for single -and multiple -family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential . buildings, new heating, cajoling, and water beating systems in existing buildings, and sit"difed components of manufactured horn#s and, manufactured buildings.To comply, a building must meet or exceed all otlhe energy efficiency requirements on Table 11 B-1 and all applicable mandatory requirements summarized In Table 110-2 of this form. 11 rt. h.d1d;- A.- -f -h-efh 1141. -MhM it -, editf KWMA A M Ph-f- 11 -'Quhrh-t-11LA 41h. 7r r&-hl. mdo PROJECT NAME. AND ADDRESS: k Or a i tB LTILDER: PERMITTING OFFICE- OWNER: PERMIT NO.-= . ............. 11 JURISDICTION NO.: 1,Now construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonverfical root glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance beat (See Notes to Table 11 B-1 on page 2). 2. Fill in all the applicable spaces of the 'To Be InstaW column on "Table 1184 with the information requested. All 'To Be Installed' values must be equal to or more efficient than the required levels. 3.Comploto page 1 based on the 'To Be installed" column information. 4. Read 'Minimum Requirements for All Packages', Table 11 B-2 and check each box to Indicate your intent to comply with all applicable items. 5. Read, sign and date the Prepared W certification statement at the bottom of paged, The owner or ownefs agent must also signand We the form. 1. New construction, addition, or existing building 2. Slagle -family detached or multipte-familly attached 3. If multipte-MmIly-No. of units covered by this sulornisslion 4, Is this a worst case? (yesino) 5- Conditioned floor area, (sq: ft) 6. Glass type and area, a. 1.1-factor b. STIGC c. Glass area 7. Percentage of glass to floor area S. Floor type, area or perimeter, and Insulation; u, Slab -on -grade (N-value) b. Wood, raised (R-value) c. Wood, common (R-value) il. Concrete, raised (R-value) c. Concrete, common (R-Value) 9. Wall type, area and Insulation: a. Exterior- 1. Masonry (insulation ik-value) 2. Wood frame (Insulation R-wdue) b. Adjacent: 1. Masoury(lrehitatiortXvahte) 2. Wood frame (Imlation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) In. Single assembly (insulationR-valuc) 11. Air distribution system: Duct insulation, location Ust report required if duct in unconditioned space 12. Coofingaystem; r (ft-. central, room unit, packege terminal A.G., gas, none) 13. Heating system; Mpcs-, treat pump, elec. strip, nat. gas, LP -Gas, gas b.p., room or FTAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: ("types: elco� nat. gas, LP -gas, solar, beat rec, tied. heat pump, other, none) Please Print CK 6a. 6b. 6r- sq. ft. 7. % 8a. R= =5@ lin-ft. 8b.R=- -sq.fL 8C. R= -sq. ft. ad. R= - q. ft. 8e. R= - --sq. ft. 9a-2. R=_.., - __sq-fL 9b-1. R=- sq.f . 9b-2. R=- �Sq_ft. 10b. R=- I I b3temst report artla he d?, Yes 00 12 . Tvioe. . I - --- I 12b. 6&IVIFER; 12c. Capac. 13a. Type 13b H PaFIC 0 P1 13C. Ca elf - 14. Yes 1 Type 5a 15b. EF. I hereby certify that the plarts and speLifications covered by the 011(1430aft OR in CQUIP11aftee V06' REVIM Of PLM and SpednrahanScnverad tip this calculation Inarneees cornpffan:ff Mph the Florida lbanoridaEnergy i,eft, Energy cede. Before construalion Is completed, this Whiling vAH be inspected for camphame in nce Mel ScOon 55aM, F.S. PREPARED UP 0 RUIL ING GITICIAL,___ I hereby cenfly that this bultdIng is in compUnce with the Florida Energy Caft OWNER AGENT. DATE,.- DATE 20D7 FLORIDA BUILDING CODE -BUILDING 13-0.23 APPENDIX 't3-D .0 TABLE118-1 MINIMUM HM11111111 iTS (See Hate 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CR96RIA INSTALLED VALUES: U Fa or�068 ikFactar=Lot °Nardows (see Note 2): SHGC m 0.95 SHGC %of CFA < m 16% %of CFA Exterior door o Wood or insulated T Walls - Ext. and Adj. (see Note 3): Frame R-13 R-Value mass (W Note 3) Interior of wall. R-6 R Value 4 Exterior of wall: R-a R-Value efeeuic resistance heat Sea Note 10 Not allowed C s sou Notes 3& 4 R-30 R-Valu— M Floors: Stab•on-grado No requirement FFValire Over unconditioned seeNane3 R-13 Hot water systems (storage typed Electric (see Note S), 40 gal. EF m 0.92 Gallons -910 So gat: EF=0.90 EF C:►o Gas fired (see Note 6), 40 W. EF m 0.59 Gallons � 50 I EF 0:58 EF Aircondffionin systems see Note SEER - 43.0 SEER= Heat pump systems (sea Nata 8) SEER=13.0 SEER m HSPF - 7.7 HSPF Gas furnacar, AFUE a 78% AFUE Oil fumaca AFUE.78% AFUE. rrmgYammabie lhemaostat sea Nate 10 Must be installed Mail HVAC stems. Installed? Yes No Ductwodc (sea Note 9) t.ocatfort Unconditioned space R-6, TESTED Unconditioned Condmoned space NA R-Value Unvenled attic assembly per R806.4 with Insulation at the roof plane FI-4.2 Test report. Conditioned space R-Value Nit lest re r# r niretl Arr Handler locaeam Unconditioned owe or garage Requires lost report Location, C— Conditioned space or Test repow. /"1 Urwented auto assembly per RW6A with Insulation at the roof lane_ No duct toss rewired 's..+T (1) Each component present In the As -Built home must meet or exceed each of rho applicable performance criteria in order to comply with this code using this method; otlr erwise Method A compliance must be used, (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum Wactor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 169% of the coadifloned (Boor area (CFA), othewlse Method A must be used for compliance. Exceptions: 1. Ad- dillons of 600 square feet (56 mz) or less may have tttaxbmm glass to CFA of 50 pomerd. 2. Henovalums with new windows under. 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang truly have Tinted glazing or double -pane dear glazing. Replacement skylights In in renovations shall be doublepaned or single paned vaith a diffuser. (3) WWI= are for insulation material only as applied to accordance with manufacturers' Installation Instructions. For mass walls, the "interior of wall' requirement (R-6) must be met except if at feast 50% of that 8-4 Insulation value required for the Aextedor of wall" Is installed exterior of, or Integral to, the wall. (4) Ariic kmee walls shall be insulated to same level as fallings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air harrier sheet materials adequately fastened to the attic sides of knee wall training malvdals. (5) For other electric storage volumes, minimum, EF z 0:97 - (0.00132' volume). (6) For other natural gas storage volumes, minimum EF- 0.67 - (0.0019 ` volume). M For ail conventional units with capacities greater titan $0,000 Btulhr for Smati-Dtfrn, High -Velocity units, Space Constrained units, and units with capacities less than 30,000 Btwbr see Table 13.697.AB.3.2A of the Fluids Building Code .wilding, or fable N1107.AB.3.2A of the Florida Building Code Resldenriaf (8) For all Convotliionat units with capacities greaterthan 30,000 Btolhr. For Small -Duct, High -Velocity units, Space Constrained units, and units with capacities less than 30,000 Sttdhr see Table 13-007.AB.3.2B of the Raft Building Code, Building, or Table N1107.AB.3.2B of the Florida Betiding Come, Residential (9) All daces and air hapdiem shall be either located in conditioned space or tested by a Class 1 BBRS rater to be "subsModally' leak free: "Substantially leak free" shall mean distribution system air leakage to outdoors on ifteater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential at 25 Pascal (0.10 in. we-) across the entire air distribution system, including the manufacturer's air handler enclosure, Exception: New or replacement ducts Installed onto an existing air distribution system as part of an addition or renovation, Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition an electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems Installed in existing buildings. TARL 11 2 MBNIMUM REQUIREMENTS FOR ALL PACKAGES . COMPONENTS SECTION REQUIREMENTS CHECK Fadegor jowls & Cracks N7106.4a.12 To be caulked, gaftted. weather-stripped or otherwise sealed. w� Exterior Windows & Doors N1106-48J.1 _ Max .3 drrd .h. window ar .So .n. doorarea. Sole & To Plates N1106.A8.1.2.1 Sole Wales and Unobations throusM M plates of exloriorwalis must bo seated. Aecessad Li hn N1108.A8.1.2A Type IC rated with no penotratons two altematkras allowed). @fistory Houses N1168.AB.12.5 Alrban#er on gqfteler of floor cWTV between [loom. _ Exhaust Fans N1106M.1.3 Exhaust tarts vetted to unconditioned space shelf have damps re, except for combustion davices with integral exhaust ductwork Water Heater > N1112 AB 3 Complywina o8fltdency requirements in Table N1112AS.3. Switch or steady marked circuit breaker electric or cutoff as must ba rovtdad t3rtornai orbuit#tin heat trap re ulred forvortfcat Dive r sers. ` Swimming POOLS & Spas N1112AB2.3:4 Spas & hinted pools must hairs covers (wmpt sofar heated), Noncommercial pools must have a pump timer. Gas spa &pool heaters must have mWmum thermal efficiency of 781A. Heat pump pool heaters stroll have a minimum COP of L0. Hot Water Pi as N1112AB.5 . Insulation is me ulred for hot water tdmulall `s to s flocluding Treat soave units), Shtj% Heads N1112.AU2.4 Waternow must be restdclad to no more fhan,2;6' tons rrnfnute at 60 pslg. HVAC Duct Constructon. Insulation & installation E Nt t10A8 Ail ducts, fittings, mochardeal egthipment a-nd pfem un chambers shelf tie rr)acta artoatty attached, seated, insulated Installed in accordance with the criteria of Section N1110.AB. Ducts in am cs mtufrt ha insulated to a rtunimum W RA , HVAC Contmis. N1107.AB2 Separate read_ya accessible manual or automatic thermoslat for each system. 13-0.24 2007 FLORIDA BUILDING CODE --•BUILDING i Level 1 a Job,#: QUICK�CALCS, INC. Scale:. : 94 Performed for: Page 1 DANIEL NAZAR 317 ST. LUCIE LN. Right -Suited Universal 5722 STERLING DR. FT. PIERCE, FL 34946 8.0.11 RSU08101 FT. PIERCE, FL Phone: 772-466-6799 Fax: 772-466-6796 2011 -Aug-29 18:04:26 QUICKCALCS@,AOL.COM ..Aghtsflft NVACINAZAR, DANIEL.rup �4 v L- , ca co J O ul V N a? N N N N 1_ O � W U � oCD W W uj m m z < 1 CD O O v ~ ^' a m' 1 , O O > O O r_ m O M N O > Q J Ur to � " ` v O O Z O 4 ti W a- CDJJO Z O W O W c!i 1 1 1 1 CY) cck LU(DU) CO� p ,� f�• Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Fort Pierce, FL 34982 772462-1553 Design Certification for Wind Load Compliance u u This Certification must be completed by -the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential additign, any accessorystricture requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 - - - - - 4,!s Lf K)R��6.•t, -0p��t 6.^"14N 1¢7�anh 6TPjSi�Wpw Certification Statement: -- I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion 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 wind loads and forces specified by..current code provisions. Desien Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20jP2_Edition with 20Q'�11 Supplements and ASCE 7 ® 5 2. Building Design is: Enclosed:y Partiall 9liciosed: Open Building: 1 3. • Mean Roof Height: Roof Pitch: I ternA Pressure Coefficient: 4. Width of End Zone: Wind Speed: !, (3 sec. grist) 5. Building Classification Table 1-1. ASCE 7z FBC Table 1604.5. —c - 6. Wind Exposure Classification: G Adjustment Factor for Exposure & Height: 7. Components &Cladding Wind Pressure on Roof Zone 1 Q iCt 71 ^r3PSF 8. Components & Cladding Wind Pressure on Wall Zone 4�5_ W,-1 PSF 9. Components & Z57 ding wind Pressure on Overhead Garage Door + > y, r PSF 10. Loads: Floor PSF Roof/dead PSF Roof/live PSF 11. Shear Walls Considered for Structure? Yes (if No, attach explanation) 12. Continuous Load Path provided? Yes I/ No (if No, attach explanation) 13. Are Component and ;Cladding Deta' � ovii1ed? Yes-, No _ (if No, attach explanation) DS 14. Minimum Soil Bearing Pressure: �vPrbsumptive: By Test: PSF As witnessed by my seal, i hereby certify that the information included with this certification is true and correct, to the best of my knowle e a be ' Nairie: -�� Cert Design Firm: Dat SLCCDV Form # 020-00 Revised 2/27/09 (CL) Revised 6/11/2010 (IS) Product Review Affidavit St Lucie County, Public Works Department Code Compliance Division TIfe following products will be installed in the structure located at Bfding Permit # Owners Name Owner's Address S7AU Contractor Contracto?s Address Product *Product Rated Design Pressures Manufacturer Model Number ` Method of Attachment Windows * Fill in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice '-- 410 r7�j'j' �O ' O �e0l) S Mullions e i%o 6 b iw, f zed Glass 1st Choice 'Skylights lass (other) Butt Glass Glass Block iding Glass Doors 1st Choice 2nd Choice (a.vr¢abro ving Type Doors 1st Choice v 2nd Choice v.DPuGw) 7erhead Garage Doors 1st Choice 2nd Choice ca.pP�w m, iofmg Material Asphalt/Fiberglass Metal Other & T -mot ' 3. c. `'o la M&- I�au.b Choice I have reviewed the above components and cladd' , and have approv d ' heir use in the structure to provide adequate resistance to the wind loads d forces specifieXb/urrent.-bo A/ I Signa Name:` Design No._ (� -.Date: 11,6111 J !CO!UNTY MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive, A Nokomis, Fl. 34275f�SCOPE::;t U�i OPY This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.. If this product or material fails to perform in . the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11FD-101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005-1, titled "Aluminum French door & Sidelite-Impact", sheets .1through 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E.. ov�T CpG NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005-1, titled "Aluminum French door & Sidelite-Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS. Test report on 1) Air Infiltration Test, pet FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. �&4- 1. Lek-J.- shaq I. Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E-1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402'9 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. 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 1300-02. 3, CONFIGURATIONS: O XX XO, O� XXO OXX, OJ AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04-0721.01. 03-0225.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR EX . -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR ® SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 �—A EXTERIOR 1/2" GLASS BITE —I A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A INT BITE A A 94 EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM - 3/16" HEAT STRENGTHEND GLASS 465 A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 ro TEtWNOt.00YORPIE /1It✓ F cc NOKOMq FL 34M [:�— P.O. BOX lag ME LII%i NOKQIKB, FL U274 vwbly Better FDit11 DETAILS VCH DOOR & SIDE LITES, IMPACT ,t on- 1X 1 d 10� 11005-1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS........... 1 GLAZING DETAILS........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS........... 5 PARTS LIST ...................... 6 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-10 Approved as complying with the Florida Du:ding Code Date_C%41uw 16, Zw 7 NOAaG—0LZ9•/U Mlami Dade Product Control DY�w4�� al"q Rohe L. Clam, P.E. PE 039712 Btntcluml TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, xx, O, OX, XO, OXO, XXO, OXX & OXXO NOTES: (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) ®1. GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 3/8" LAMI (1/8" A. .090 PVB, 3/16" HS) DOORS WITH GLASS TYPES A, B, C OR D B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) HEIGHT D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) X WIDTH XX WIDTH 68 - 79 3/4" 1 7" - 83 3/4° 1 87 3/4" 91 3/4" 1 80 - 95 3/4" R. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. 30 37 1/2"1 60 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A XXO MAX. XOlOXX WIDTH =107 3/4" 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX. OXXO WIDTH = 143 3/4" 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 3. SINGLE DOORS 33 5W' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D REQUIRED BY CODE. 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO ®5. EX. A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES GLASS TYPES A, B, C OR D DESIGN PRESSURE =+67.6/-67.6 PSF HEIGHT EX. B FROM TABLE 1. X WIDTH XX WIDTH 68 79 314" 87 3/4" 91 3/4" OXXO WITH GLASS TYPE A _ - 7" - 83 3/4" 80 - 95 3/4" 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES 20 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE = +70.4 / -70.4 PSF 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 -44.3 EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES 26 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE = +43.61-43.6 PSF 28 33 1/2" 54 63 34' +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES 30 371/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 DESIGN PRESSURE =+43.1 /-43.1 PSF Approved us:-'001u9 witli the Fluid. Du: Zoo? SINGLE O WIDTH GLASS TYPES A, B, C OR D ®6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH �C°d` rDiona�o Dede Product CootmI SIDE LITE 4 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT Mlami Div yW�q 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. DYJ� 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52A 27 3/4" +52.9 -52.9 +49.9 49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 q 11 361/8" +35.2 -35.2 1 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 1 +34.0 -34.0 +34.0 -34.0 1 +34.0 -34.0 +34.0 -34.0 1�1 SIGN ' REvxsED7A0[E2C6rONPRrtssIIRESAImcLAnalEoAV* nm+FVEaswN fd707ECHNIX.00f'MNE PRESSURES F.K Wiwi B CCANDE ABSTYPEO&MaSI�SP/TOhWW&ADDNOTESS&& NOKOMISFL�%5 eEweENOTEt2&aADONorA7KwsmrAeAefArmz FA &MIA7 A RFDlACEAAAx BlrfCESlBNPt7E4311REANDAQNSi ATLOPB FOR TABlF7 BOX f529 ALUM. FRENCH DOOR& SIDE LITES, IMPACTP.O. RobeA/l:lack. P.E. o.rrpye src ".c mow /l,c u.FJC oeAc ads. o r NOKOMIS R 3flJI Visibly Berner FJC =27.D7 JJ. 821/07 FDfOf 1X 2 d 10 11005-1 B PE#39712 Structural 731/2" MAX. 36 3/4" MAX_ SEE NOTE 4� _____ 1091/2" MAX. 36 3/4' SEE NOTE 3 36 3/4' MAX_ � MAX_ I I I I I I , , 49 1 � 10 1 I , Er I ; I � E E� jE O i X O 143 3/4" MAX. y4"{r --SEE NOTE 3—�}� UAY4' I 49 41 95, MA I Er 1 lE 1 I fT. 1 O XACT i X INAC O "—SEE NOTE 4 SEE NOTE 4J� OXXO 41 �—SEE NOTE 4 36 3/4" MAX. 371/2" 33 5/8" MAX. MAX. DLO (TYP.) G I 95 3/4" I 49 MAX. 49 ' 41 G HT. 10 P. 95 3/4" ® MAX. 84 3/8" ® (TYP.) MAX DLO P, 84 X MAX. DLO (TYP.) DOOR nQp "eai ::--eog,pia�silF fM1r � I'Iu.i6is i1":a�ce Qul< 40' i DLO HEIGHT = HEIGHT -11 3/8" ® DLO WIDTH'X' = DOOR WIDTH-1215/16' rtti a_ (TYP.� l / D C ' C F F ::q,:;.i,rl "• a 1 ` `` r DLOWIDTH'XX'=DOORWIDTH/2-115116" J L 1 X XACT. i XINACT. O SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH-31/8' A X A --I XX 41 B O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP "X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE "XO','OX','OXO''XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X" AND'XK DOORS AS FOLLOWS: ('X' DOORS = WIDTH-5.646) ('XX' DOOR = DOOR WIDTH/2 -1.079) per ,,, vr. 10M 0GYDRi,g ELEVATIONS FX 911897 B CCNNECTVERTIMMOAPUMD MIRAB NOXOABB,FL34276 m ADDOLOFOMR&UFON DOORMCPSWELIMMIDDOOBOLODW ALUM. FRENCH DOOR & SIDE LITES, IMPACT FX 04V7 A HIJUM 7BEADBOLTANO SPEOFYXACT. AND XNACT. P.O. BOX 1529 — f�vtn — w.rre,x � id. pp,; NOKOMl$ FL 34274 1 sibly Berner F.K MW7 J.J. B/21/07 FDi91 NTS 3 d 10 11005-1 B 4" SEE NOTE 4�� OXD —71 3/4" MAX. 24 9/18" MAX. DLO (P) 1 .�1�✓y. Robert L. Clark, P.E. PE #39712 Strudural 3 40 EXTERIOR INTERIOR 10 1 2 60 37 60 CLEAR COLORED SEALANT fs, EXTERIOR INTERIOR 62 ® 63 i i MAX. MAX. MAX. MAX. SIDE 62 DLO DOOR DLO LITE HEIGHT HEIGHT �- SL VIEW G-G App—doridaB mrig Coda rrllh the Florida BuidinC Coda G% 30 61 CORNER ASSEMBLY i°�rm1 o,d - Be Product Control T \a- I• " U)ID100®RSECT. 1.4as A -A SL SECT. B-B n / -�/✓,/ VERTICAL VERTICAL IbMeY or w..w� j t� a.wey. o� roTOTEcravaLoorONrvE � EXAMPLE ELEVATIONS FA 4M8D7 B NOCNAWETNIBBNEEr.. NOX005%FL 91215 oar L G� " ar. ALUM. FRENCH DOOR & SIDE LITES, IMPACT F.K 87i07 A&WWDM6LEN000WNEADSECNONATCORN8tA98EMMY P.O. BOX law Rahc7PIE Clerk, P.E. oe.uex Orr n.erm Dae NOKOWKFL30274 VisfUy Better a rF� 7� 4 d !0 --ftft S1 B shueNrez F C 7/27/D7 JJ. 621107 MAX. SL WIDTH+I DLO CI Qt=rT C_C SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7,8 AND 9) HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH+I SL SECT. F-F HORIZ. (SINGLE SIDE LITE) PU 7EChUVOLOGYDRIVE P T VERTICAL SECTIONS NOKOV FL 34273 PO. BOX 1s29 ALUM. FRENCH DOOR & NOXVW.%R. 34V4 Varibly Better a+ 1 I are a 5 fDfor 'I/�C 5 d 10 11005-1 Appmved . compiylag rrith the Florida BulJing Calls Date OL ! Ce0 NOAtI O Miami Dade Product Cantml / DyTe_" IT 1.4401.1_ lark, L lark, P.E. PE #39712 structural 7938X U01A 411UUlA ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 11224 16IP247 I BULB, THICK (USED IN 002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899,983 OR EQUNALI 003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI - 118" A, .90 PVB, 3/16" HS 5D 60380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3l16" HS 10 6Q300 WSTP.,Q-LON .190 X.375 HIGH 97 GLASS, 7/16" LAM[ - 3/16" A. .90 PVB, 3/16" HS 08 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061-T5 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 24 11D48 171048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 91OD 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 43 11212 .504 --{ 360 .055---jI- --7 13 OUTSWING THRESHOLD CHANNELCOVER 6063-T6 "P%UM - Z kUu wvvuvul �2.750�I X.200 HIGH iSY. (41707 & 41708) MS 1.000 125 -(INACTIVE PANEL) 650---4 PLATE TUBE MULL 2Z 'MS 6063-T5 rMCHNMOGYDRAT P T PARTS LIST iM �— ALUM. FRENCH DOOR & SIDE LITES, IMPACT Nt7XOM/S f! 31271 Vlrlblr Better °•••,•,•c a ae.e n.+vw r« FOioi libl 6 a 10 1f005-1 B Apprtrvcd ns rnmpl� inµ sddr the Flaridn UuWin Code Uyie G D NUAN O —O o Miami Dade Product Coetml Divjsfog'_S I r•41.� Dy C]Zj1 Robe /L park, P.E. PE tp9772 Sinxtural 1.750 — 1.750 4.626 4.726 4.000 •062 4.100 .062 - I j DOOR PANEL DOOR PANEL 3Q TOP 8 BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3'+- 655 3.111 550 1.400 .050�� 1 Q FILLER HEAD ADAPTER 6063-T6 r--3.000---j 1.272 .I 479 W050 O1 FRAME HEAD 6063-T6 .050 09 1.489 .48Tp7 3.000� in,OUTSWING THRESHOLD 6063-T6 ODOOR PANEL INTERIOR ASTRAGAL 6063-T5 1—1.750-1 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063•T5 �1.500 125 j I _ �_.558 �—,525 .750 683 .050 683 [==if-050 LO TRUSS CLAMP 318" GLAZING BEAD O 7116' GLAZING BEAD 34 6063-TS 73 6063-T5 72 6063-TS i m—3.100�� 1.479 Iff .075 4.58 SL HEADER SL SILL 6Q 6063-T6 61 6063-T6 5.212 6 r1.4801 3.000 050 20 DOOR FRAME, JAMB 6063-T6 1.578 —� .890 .050 3.000 62 SLJAMB 6063-T6 �{ .830 2.980 .050 SLJAMB (j6 ADAPTER 6063-T6 EXTRUSION PROFILES Nowuls, a 3a75 FO. 6oK 1=9 ALUM. FRENCH DOOR & NOKOM a 3W4 Visibly Betw e.trssde ene Fo10 1/bc 7 d 10 11005-1 .050[-7 �0 .250-- { I�- 37 WEATHER STRIP CHANNEL 6063•T5 0.375 Ff.125 2.12 32 HINGE 6063-T5 Appmved as complying with the Florid, Bui1119 Code Uate OLT l.rf ?L70% NOAO -7—G hlfami Dad Product ontml ptv I L y rn !il/�it / J ij11I . L Clark, P.E. PE#39712 Shuc2,ml HEAD ZONE "C —i a z N X z z N N ♦ ♦ i _ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD ZONE— _ZONE "F"--�-Z ENEJ m m w N OXO w Z m G N m ♦ ♦ SILL SILSILL rZONE�ZONEL F"�ZONE� "E" SEE TABLE 7., SHT. 9 "E" HEAD HEAD I ZONE D'__t_ZO E D"_1 XX z N SILL m ZONE D"�ZONELD SEE TABLE 4., SHT. 9 HEAD ZONE "E" LLI m m z O z N N m m SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD �ZONE "D'�ZONE DF'ZONE f i G ' ♦ m w N(XXO OR OXX w Z m Q N m � SILL �ZONELD"ZONE F"SILL�ZONE4 SEE TABLE 7., SHT. 9 w Z N m HEAD HEAD EXAMPLE ZONE "D'_tZONE "E" l �ZONEI'D"ZONE E"y SEE TABLE 6., SHT. 9 ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND m "E" ZONE ANCHORS FROM z TABLE 7, SHEET 9. O m PLUS; B. 71 3/4' x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. HEAD t—ZONE HEA� ZONEDF" � ZONEED"F"� ZONE m . ♦ ao w o OXXO w z N m Q m ZENE�ZONE F""ZONEL SILL 1F"" ONEA SEE TABLE 7., SHT. 9 NOTES: 71 314"W ')OC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL):13 14' MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. . tea. e� A T ANCHORAGE. CONFIGURATIONS NOKOM FL 31276 rt AODAKCNOA7yms P.O.HOXiSr9 ALUM. FRENCH DOOR & SIDE LITES, IMPACT a� akwe mruw NOKOII#8, FL 3074 wnibly Berner FD101 NTS 8 s 10 1100r1 App—,i ar cunry;?;gag W1111 the Florida Duiding C e Date o�T Ott � 071 NOAtl G7 Proodu NOA1 1 Dadc d. ct oolrol I �0) Rohe L. Clack, P.E. PE #39712 o 0 x W m 0 m m m m x 0 m m m m x N 4Vf raJ 0 m m m m x m m 0 m m x m m m m x% ox .mAy o0 @@@ -I -4 U N N m N �14 m m m N m Vw Vm V VV m m m m m �-I VV m m N m N VV LWI :4t0 Z4 -I vmv+ N N N N N N N V �4 v N m N v v v N N N v v N N ra m 0 0 '9 m m m V V V m m V V m m m V V m m m V m m m m m m m U m m m N N N m N N N N X- JAMB "A" w IX v W W W W W W w w w w w w W W W N N N N N N N N N N N N N N N N N N N N X-HEAD/SILL"C' O 0 V X- HEADlSILL"F" USEWITABLE7. 08 m NO ;- n A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A a A A A X-JAMB"A" N N N N N N N N N N N N N N N N N N N N X-HEADlSILL"C' y ((N]] O a j F N N N N N N N N N N N N U N w N N N N w N N N w w N N W w w w w w w w X-HEADISILL"F" W / TABLE 7. Z 02 u F y N N N N CUSE m C c (Vl1 fVT w O i fA y p x m tp pppp m V N V W m x m m m m V fD N .i w m u+ x f+0 m m V V w m x m f+D m m "4w tli V W m.W x w m m V V W tD x m m m m V Vt v w t0 x w t+p m m V N V W m w 2 � A V O -1 m� 0 m m �!� A -1 +1 ZV -I -4v U V m g U m m v N mv-4 m m m v v v-4 v m U N m N -4 V V v v N N m N m v v v v v m m N m N V V V N m N N m N N m m m N N m m m OO X V V m m m V V m m m V m m m m m m m m m m m m m N m' m m m m m m m m A XX - JAMB "A" N IX m m m fT U m m N m In m (n N bi m !T U /T fli fT A A A A A A A A A A A A A A W XX - HEADISILL "D'(USE ALSO W/ TABLE 6.) � p O O V V V V XX - HEADISILL "F" USE W !BALE 7. D S D T O (a O 4,A A J.D. AAA A A A A .P A AAA AAA XXM W W w w w W w w w W w w W W N W w w N N W W N N N W N N N N N N N N N XX - HEAD/.SILL "D"(USE ALSO W! TABLE 6. N N O (/p IO p f°6S m m N m m m m m U m N N m N W m m m W W m U W w W m w W W W W W W w w (U - WI TA ILL "F" USE WlTABLE 7. W )C WW m x W w x (VT X w X O X N X tVT X S x O I ' m mPw m p m mV ym Vt V w m N V W m fl1 V W f0 N V w m w f� m m V N V W m m m m m V m V w $0 m 2 m m V m V w 50 2 m O p i V V �l v v v U U N U N U v r V �I �1 U N N N �I v v v N U U U U v r V �l v N N m m N v v v v v U U U N U v V V -1 v N U N m m v v v V V m N N U N V V N N m (mA IO . O-JAMB"B" w m m V V V m m m m U U U U N A A A A A a A A A A A A A A A a A A y W w w W W W w W W W N N N N N N N N N N N N N N N N N N N N+ +++ + O-HEADISILL"E" °y O p� O D m boy m m p N 0 m O r m A A A A A A A A A A A A A A A A A A A'A A A A A A A A A A A A A A A A O-JAMB"B" W w W W W w W W w W N N N N N N N N N N N N N N N N N N N N+ + O- HEAD/SILL "E" n a C. pI V N IO N O m V . Z C n W x m O? A � O frail I�x tmT O+ V W tVD ,fmll V V V V V m IT N m m m + V frail fV0 41 V �I v v v V m m m m x V W f0 V V V V N N m N U fmT v fmJ ,tVO V +1 V V V m m U m N U W iVD V �4 v V V U U N m N. ffmll �+ V W _fV0fmT V V V :-4V N m m U x �+ ,�mi [mf tV0 V N V -4 N U m m V _fN11 N U O O p ra m ra m T y M1 If V V V m m V V V m m m m m N m m m A A A A A A A A A A A A A A A A A A O- JAMB "B" IX O W W W w W N N N N N N N N N N 0- HEAD/SILL "E" QO + � = USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH X - HEAD/SILL "D" r g p O p p y m IX X -JAMB "A" Rj Q Z - n A A A A A A A A A A A A A A A A A I A A A A I A? A b. A A A A A A A A O- JAMB "B" W W W W W w W W W W W W N N N N N N N N N N N N N N N N N N N N N N N O- HEAD/SILL"E" m m N p p USE JAMB ANCHOR FROM 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4, FOR DOOR WIDTH °D" 2 X - JAMB!SI"ALL fD �rZOi 8 1� tTvABLE 'w V -N+ m NZD O �c O'3 O� O 'i m> 5 a pxm QO a w tVi+ a S U fVi+ ��m m A DI mAm r o y Q O x m tj m V -I -4 -40-JAMB"B" x m m m V x m t+0 m m V V �l V x �v V UWWW x x 1. x x S. V A+ml wNO NmO NNV-4 pm vra mm OX A I-4V O O N iT A W W J WNN NN N N NO-HEDISI"E" �I�+7 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4, FOR EACH ZONE OF APPLICABLE DOOR WIDTH X,XX - HEAD/SILL "F" g S $ a+ O IO A A A A A A A A A a A A A A A A A A A A A A A A A A A O- JAMB "B" fA m + n o O y W W tJ W W tJ W W W w w 4f N N N N N N N N N N N N N N N N N N N N N N N O- HEADISILL °E" m 1X X USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH X,XX - HEADISILL W c� A W N OmZpm �C O32.O TD I9a^�a c:MVZ� O� O A zm"u, m �0 0 5 e' cn zA �Nm�a.8g"a zZDy> cZl m0p>2 N Om z J 2 ' m� r-0 m i m -im m� Nm , mmm A m N \ m 2X WOOD BUCK, NOTE 2 13/8" MIN. 3.4 KSI MIN. CONC. - 1X WOOD I BUCK,NOTE2 T SHIM M AX. t SHIM WOOD EXT. ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) �1 3/8" 1/4" MAX. SHIM—, I MIN. WOOD ANCHOR 1 3/4" 1 3/4" , 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 Z 1x WOOD BUCK, NOTE 2 1/4" MAX. EXSHIM T.CONC. nEXT. ANCHOR, ;L:r NOTE 1 CONC 11/4" TYPE 1 OR 2 (CMU) . -AV-; DOOR HEAD ( ) 1 3/8" TYPE 1(CONC) SIDE LITE HEAD 1/4' MAX. 1 3/4" TYPE 2 (CONC) SHIM] �, _.. —t- 1/4" MAX. SHIM, 3/8' MIN. CONC. --1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 ~1 3/4' 1 3/4" MIN. E.D.O�Iry..E ~ 13/8"TYPE1 ::. ' �,~�."'• ti 1 3/4" TYPE 2 _1/4" MAX SHIM CONC. ANCHOR, NOTE 1 ID) SIDE LITE HEAD (CONC) 1/4• MAX. SHIM 1 1/4' TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) T. T 1 3/4' TYPE 2 (CONC) 1 3/4" MIN. E.D. ON CONC " 1.111ILN ANCHOR, ": •> '_ .. 1 NOTE 1 . STAGGERED ANCHOR :.. ;.�'; �• .. CENTERS, ON .? 1. WOOD TYPE STAGGERED O ANCHOR, 2 OR 3, CENTERS, ''' ` '�' TYPE 1 3/4" NOTE 1 NOTE 1 1 3/4 IN. B.D. 2 OR 3.°:'r.... 2X WOOD EXT. 1X WOOD BUCK, 1.5 KSI MIN. CMU OR 2X WOOD EXT- NOTE 1 BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE CONC. ANCHOR, WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 OR 3, NOTE 1 NOTE 1 CONC. ANCHOR, NOTE 1 1X WOOD EXT • BUCK, NOTE 2 Ems' EXT' 1/4" MAX.T' N01TE /4' MAX. 1/4" MAX. 1/4" MAX. SHIM SHIM SHIM 1 '' :•:,:.' 1 I8"MIN. 1 3/8" TYPE 1 3 :`: ti 1 3/4" TYPE 2 0 0 1 3/8' MIN. �- ; :. �, ' `: i 3/8"TYPE 1 :. 3.4 KSI MIN. + ;.y •; 3/4' TYPE 2 3. fSl MI NC. CONC. 3/4 2X WOOD BUCK, NOTE 2 1 D 2X WOOD BUCK, NOTE 2 Y~ 1 3/4" " --_ +I DOOR SILL (WOOD) DOOR SILL (CONIC f SIDE LITE SILL (WOOD) SIDE LITE SILL (GONG) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1318. MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 314' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,.NONSHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. rn7nrEawaocrDwvE ANCHORAGE DETAILS HOICOMlS FL 31175 �°"' SP'Ea 7YPE283 ON WOODALUM. FRENCH DOOR & SIDE LITES, I P.O. Box 1929 a� t� nw+vrd NarxaSs FL31274 V/nbly Better F-Df01 NTS 1 10 s i0 11005 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. AppmrcJ as cu:np:; : •� ,ritb the Florida RutJiog Cedo 011, / ?� IVOAn Miami Dade Product Control Ryviss_44 Robert 1. Clack, P.E. PE 939712 Structural