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HomeMy WebLinkAboutSUBMITTED PAPERS� T USE'OAiIY: _ DATEFILED: I PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO:. ALL INFO MIDST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT �BUIELDI TG & CODEREGULATIONS DIVISION venue BY Ft. Pierce, FL 34982-5652 $t Lucie Couf,ty 772462-1553 a C APPLICATION for BUIULDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPL, C o� PROJECT INFORMATION I . LOCATION/SITE ADDRESS: 7 c1 60 1 L _ F+ • P, -e r c e F L 2. PROJECT NAME: -S 14' +6- , SITE PLAN NAME: 3 it V S z 3. PROPERTY TAX ID #: 4 !� c/ _ 000 3 - oo o - 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 1 d /V /V A S -Q-3, of Sec 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8 LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): �'� LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: ^��K-,U-a-(l� t .J S•ia.l M-'lla� :��� G�,� Lo c � �-mac-.% " ' 11. SETBACKS (ACTUAL) FRONT: 7 S BACK: S • RIGHT SIDE: o LEFT SIDE:1 12. TYPE OF CONSTRUCTION (Check all appropriate boxes). [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION �(] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE:crF- 14. 16. SQ. FT OF CONSTRUCTION: 600 15. SF. FT Ist FLOOR: QU VALUE OF CONSTRUCTION: $ 6 —7O 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 OWNER INFORMATION NAME: ti, a 5 S 1 -I�s^y '7 :0 0-0 ADDRESS: q&0 1 S _ l4'1:� "Dty CITY: STATE: gyp: 3 PHONE (DAYmc): 0i2) Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: if G C C`l 2 U S- BUSINESS NAME: W 4'D� LI CU STATE: W1 j ST. LUCIE COUNTY CERT QUALIFIERS NAME: G (e^ warvtiee- ADDRESS: _ �? 3L l�'%vhvz-1.{- T--) s . CITY: STATE: �" ZIP: 327 PHONE (DAYTIME): FAX NO. Email: Cner6 U k ogj e 19 G 3 ARCHIT/BNGINEER: (ivoo W ADDRESS: S-0 S , !�/ . su A -a n t r- CITY: Por¢ S4, STATE: ZIP: V �J- PHONE (DAYTIldE): 0 2-) 8 7 cG - -2 � �/ -� BONDING COMPANY: ADDRESS: CITY MORTGAGE LENDER: ADDRESS: STATE: ZIP: CITY: STATE: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days n iini otification it will be voided and returned to you by maiL CER,TIMCATI, ", N: 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, BOELERS; 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. ANOTICE 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 LIENILAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. M,A OWNER OR CONTRACTOR SIGNATURE STATE OF FLOR=A- COUNTY OF,(1e The foregoing instrument was acknowledged before me this C, ' ° aay of rY =_- 20 A wh4 i persana known V or has produced COTV A CTOR SIGNATURE STATE OF FLORIDA COUNTY OF L5Le: 4,Z== The foregoing instrument was acknowledged before me this Qi day of 20_L, by CLC_I-Y�LL— who is 0 crsons�ff�y own or has produced 4 as identification. as identification. L 1141tt s_41 _t_ 10 6 IC_C��Q.Vht Ovt� Qo. Signature of Notary;_ Signature of Notary y - nueui'e �i�■lt2i■Y■. ■L■i■7ffi■ nnuuuna - Commission .w' DAWN MILON€ Commission No-ROSEMARIE C hh —MY COMMISSION # DO 8g258T -_; S•�iv���" ,, Comm# DD0809181 + _ --- EX?IRES; March 22 24I �... _ % /`�' Tun nru i�oieryPuWic undenvrJki, �i Expires 7/27/2012 Florida Notary Assn., Inc NOTE: TWO (Z) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE° 1RPO'I°P1RiLED:"" Ir A7nT1NG 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 AFFIDAVPI' WILL BE REQUIRED FOR ALL OWNERIBUILDER APPLICANTS. For specific instructions see, appropriate permit checklist. OFFICE USE ONLY BP .-,• !,anal ' n 15 SECTION I /1 TOWNSHIP ( `1 /„ RANGE / MAP NO. �I �, (► ZONING R&A LAND USE LOT CVG % TAZ NO. FLOOD ZONE. FIRM MAP # : sr ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SE SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 111990 REQUIRED APPROVED REPORT CODE HABITABLE AREA JRADON PERMIT FEE _`O LIBRARY PUBLIC BID PUBIC BID PARKS IMPACT IMPACT IIRACT IMPACT FEE CO ON FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE. FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE.. FEE SPECIFIC MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER. REVIEW REVIEW. REVIEW REVIEW REVIEW REVIEW DATE RECEIVED Z� , �2• 2. DATE COMPLETED " o o• /2 INITIALS �Y AFTERRECORDING-RETURN TO: 1 JOSEPH E. SMITH,(' -;K OF THE CIRCUIT COURT SAINT LUCIE COUN'., FILE # 3662284 01/05/2012 at 12:55 PM OR BOOK 3352 PAGE 2270 - 2270 Doc Type: NC RECORDING: $10.00 PERMIT NUMBER: NOTICE OF COMMENCEMENT - - The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER 3S/ 1 - 7 y �(- Cool - 00ri - SUBDIVISION BLOCK TRACT LOT BLDG UNIT 2. GENERAL DESCRIPTI N OF IMPKOVEMENT: (�,SS C✓ e1� c'c1.a-'c'� SC2'e vt o y frrv� 3. OWNER INFORMATION: a. Name— h enO C - M&V.f -ta J `C-tf � d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER 32' c. interest in property PSAnM 5. SURETY'S NAME, ADDRESS AND PHONE NUMBERAI460- OND AMOUNT: rn 6. LENDER'S NAME, ADDRESS AND PHO E NUMBER _ 7. Persons within the State of Florida designat�yb Owner ifrp whom notices or other documents maybe served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHOI EXNUMBER tt 0 8. In addition to himself or herself Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCI ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECrION 713.13, FLORIDA STATUTES. AND CAN R IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P$OPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDE POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. � 0 Signature of Owner or Owner's Authorized Officer/Director, artner/Manager Print Name and Provide Signatory's TiYHe/Oflrce State of Fl ipa c • . , . ,, County of The foregoing instrument was acknowledged before me this day of , 20 9' By 1 t-Ora,Ci s l V`•'&\a•e� (Printed name of person signing above) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known_ or IRroduced the following type of ID: ROSEMARIE �COYLE �������ee R,3-5e Y a,rk el � O� o ;� NoG�i�� Comm# DD0809181 (Printed Name of Notary Publi (Signature of Nd ry Public) (Seal) Ex Tres 7/27/2012 Under penalties of perjury, I declare that I have read the foregoing'6nd that the facts• in it are tare to-,, i, st olFiAj�i •••••• belief (section 92.525, Florida Statutes)."•••••••••'•••••�••••••••• •••• 9••••: Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: By Rev. osvaazoor(ir"ording) (Signatwe) (Printed Name) �N �'t ,-ram Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1653 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 9601 INDIAN RIVER DR City / State / Zip: FORT PIERCE Parcel#: 3519-444-0003-000/7 Zoning: RE-2 APPLICATION INFORMATION Permit Number: 1202-0132 Activity Type: Other Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: WARMACK, GLENN EDWARD Business Name: WADEVCO INC Business Addr: 10603 WHITESTONE CT City / State / Zi f REVIEWS AND COMMENTS Review Type Status Documents Missing Pending 02/14/2012 1 Front Counter Review Review Comments FL 34982 Jurisdiction: St. Lucie County Lot # : Block: ORLANDO, FL 32817 Page 1 Owner(s): Thomas M Slattery Nancy B Slattery Application Type: Building Permit w/o subs Other Activity: ENCLOSE PORCH Stories: 1 Automatic Sprinkler System? ❑ Reviewed By Angela Huff Fax Number 407- C�VID" APR 2 4 2012 public Works St. Lucie County, FYI �DNk - Date Started Date Complete Date Released Comment NEEDS NEW ORIGINAL SIGNATURE PAGE - Please check signature page to insure owner or agent (contractor) has signed on owners side. Application has someone else's signature on it. irvie Complete Angela Huff 02/13/2012-' Plans Examiner Review Incomplete Joe Cicio 04/02/2012 02/13/2012 2 Comment NEED ELECTRIC ON PLAN 02/13/2012 5 Comment CHECK HEALTH DEPT REVIEW **** SUBMITA LETTER OF COMPLIANCE FROM THE ST. LUCIE COUNTY HEALTH DEPT **** 02/13/2012 6 Comment SHUTTERS ?? NOT PERMITTED *ADDED TO COMMENT LIST Plans Examiner Review Incomplete Joe Cicio 04/02/2012 04/02/2012 1 Comment ELECTRIC MUST BE INCLUDED ON THE PLANS AS THIS WORK IS PART OF THE CITE * NEED ILLUMINATION FOR THE FRONT ENTRY STEPS * R303.6 * [ IMMEDIATE VICINITY ] s Planning & Development Services Building & Code Regulation Di:78 Rgview,Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 2 Phone: (772) 462-1553 Fax: (772) 04/02/2012 2 Comment SHOW THE DETAILS FOR THE FRONT ENTRY STEPSON THE PLANS* LANDINGS MUST HAVE MINIMU DIMENSION OF 36" IN THE DIRECTION OF TRAVEL[ R311.5.4 ] 04/02/2012 3 Comment DESIG PROFESSIONAL TO SHOW THE EXISTING WALL COMPONENTS ON THE PLANS BETWEEN THE PROPOSED SUNROOM AND DWELLING* SHOW EMERGENCY ESCAPE OPENIN GS AS WELL 04/02/2012 4 Comment SUBMIT A PERMIT FOR THE STORM SHUTTERS TO REVIEW WITH THIS PERMIT * THERE ARE NO PERMITS ON FILE FOR THIS * WINDOW PROTECTION MUST MEET R301.2.1.2 04/02/2012 5 Comment FRONT ELEVATION ON THE PLANS MUST INCLUDE THE SIDELIGHTS AS SHOWN ON THE FLOOR PLAN 04/02/2012 6 Comment THE PRODUCT APPROVAL NUMBER FOR THE STRUCTURAL MULLIONS IS INCORRECT ON THE 04/02/2012 7 Comment SU 04/02/2012 8 Comment CO To Be Reviewed by Zoning Complete To Be Review by Plans Exan Complete Zoning Review Complete flT * NEED THE CORRECT NUMBER TO VERIFY AN ORIGINAL ELECTRIC SUB SHEETAND SUMMARY NTS MAILED AND FAXED AS OF THIS DATE Irvie Saunders 02/24/2012 02/24/2012 Joe Cicio 04/02/2012 04/02/2012 Irvie Saunders 02/24/2012 02/24/2012 Planning & Development Ser Building & Code Regulation Di Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) Address: 9601 INDIAN RIVER DR City I State / Zip: FORT PIERCE Parcel # : 3519-444-0003-000/7 Zoning: RE-2 APPLICATION INFORMATION Permit Number: 1202-0132 Activity Type: Other Permit Type: Building (Miscellaneous) CONTRACTOR INFORMATION Contractor Name: WARMACK, GLENN EDV Business Name: WADEVCO INC BusinessAddr: 10603 WHITESTONE CT City / State / Zi f OR REVIEWS AND COMMENTS Review Type Status Documents Missing Pending 02/14/2012 1 Comment NEEDS Please cl Front Counter Review Complete Review Comments FL 34982 Jurisdiction: St. Lucie County Lot # : Block: \NDO, FL 32817 Page 1 Owner(s): Thomas M Slattery Nancy B Slattery Application Type: Building Permit w/o subs Other Activity: ENCLOSE PORCH Stories: 1 Automatic Sprinkler System? Fax Number 407-628-5093 Reviewed By Date Started Date Complete Date Released Angela Huff W ORIGINAL SIGNATURE PAGE - -k signature page to insure owner or agent (contractor) has signed on owners side. has someone else's signature on it. irvie Angela Huff Plans Examiner Review Incomplete I Joe Cicio 04/02/2012 02/13/2012 02/13/2012 2 Comment NEED EUECTRIC ON PLAN 02/13/2012 5 Comment CHECK HEALTH DEPT REVIEW **** SUBMITA LETTER OF COMPLIANCE FROM THE ST. LUCIE COUNTY HEALTH DEPT **** 02/13/2012 6 Comment SHUTTERS ?? NOT PERMITTED *ADDED TO COMMENT LIST Plans Examiner Review Incomplete Joe Cicio 04/02/2012 04/02/2012 1 Comment ELECTRIC MUST BE INCLUDED ON THE PLANS AS THIS WORK IS PART OF THE CITE * NEED ILLUMINATION FOR THE FRONT ENTRY STEPS * R303.6 * [ IMMEDIATE VICINITY ] r Planning & Development Services Building & Code Regulation Divi ion Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 04/02/2012 2 04/02/2012 3 04/02/2012 4 04/02/2012 5 04/02/2012 6 04/02/2012 7 04/02/2012 8 Review Comments Page 2 A MINIMUM DIMENSION OF 36" IN THE DIRECTION OF TRAVEL [ R311.5.4 ] Comment DESIGN PROFESSIONAL TO SHOW THE EXISTING WALL COMPONENTS ON THE PLANS BETWEEN THE PROPOSED SUNROOM AND DWELLING * SHOW EMERGENCY ESCAPE OPENIN IGSAS WELL Comment SUBMITA PERMIT FOR THE STORM SHUTTERS TO REVIEW WITH THIS PERMIT * THERE ARE NO PERMITS ON FILE FOR THIS * WINDOW PROTECTION MUST MEET R301.2.1.2 Comment FRONT ELEVATION ON THE PLANS MUST INCLUDE THE SIDELIGHTS AS SHOWN ON THE FLOOR PLAN Comment THE PRODUCT APPROVAL NUMBER FOR THE STRUCTURAL MULLIONS IS INCORRECT ON THE AFFIDAVIT * NEED THE CORRECT NUMBER TO VERIFY Comment SUBMITAN ORIGINAL ELECTRIC SUB SHEET AND SUMMARY Comment COMMENTS MAILED AND FAXED AS OF THIS DATE To Be Reviewed by Zoning Complete To Be Review by Plans Exan Complete Zoning Review Complete Irvie Saunders 02/24/2012 02/24/2012 Joe Cicio 04/02/2012 04/02/2012 Irvie Saunders 02/24/2012 02/24/2012 ACTIVITY REPORT TIME 03/31/2012 14:38 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 NO. DATE TIME FAX NO./NAME DURATION PAGE(S) RESULT COMMENT #115 02/19 17:40 917726790109 48 03 OK TX ECM #116 02/20 15:37 93361863 49 03 OK TX ECM #119 02/21 16:39 94657665 44 03 OK TX ECM #120 02/22 11:35 94657665 01:04 05 OK TX ECM #121 02/26 15:30 914073668 30 49 03 OK TX ECM #123 02/27 12:43 912696293134 20 01 OK TX ECM #125 02/28 14:20 917722236084 00 00 BUSY TX #127 02/28 14:23 917722230 84 25 02 OK TX ECM 0128 02/28 18:51 94626494 19 01 OK TX ECM *131 02/29 12:49 93447259 30 02 OK TX ECM 0132 02/29 17:41 918008927470 23 01 OK TX ECM #133 03/03 12:57 917722881.13 35 01 OK TX ECM #134 03/03 16:31 917722881113 35 01 OK TX ECM #136 03/04 11:22 93445235 01:16 03 OK TX ECM 0137 03/04 16:11 94657665 42 03 OK TX ECM *138 03/04 17:09 94651063 32 02 OK TX ECM 0139 03/05 13:10 917722206 16 00 00 BUSY TX 0140 03/06 11:23 94665993 49 03 OK TX ECM 4142 03/06 12:14 92373757 52 03 OK TX ECM 03/06 15:23 27 03 OK RX ECM #143 03/06 18:59 94626494 20 01 OK TX ECM *144 03/10 11:47 917722990793 43 03 OK TX ECM #145 03/10 12:46 919543540 43 28 01 OK TX ECM #146 03/12 11:41 94671348 33 02 OK TX ECM #147 03/12 12:24 919722199 73 44 03 OK TX ECM #148 03/13 09:57 918002147167 43 01 OK TX ECM #149 03/13 10:32 98787656 54 05 OK TX ECM #150 03/13 11:34 98787656 01:02 06 OK TX ECM #151 03/13 17:32 919543540 43 30 01 OK TX ECM #152 03/14 12:08 918636065699 01:34 05 OK TX ECM #153 03/17 09:56 93361863 I 46 03 OK TX ECM #157 03/19 10:41 919549791440 41 03 OK TX ECM #158 03/19 12:47 917725627p82 56 03 OK TX ECM #160 03/19 13:05 92939164 01:02 02 OK TX #161 03/19 18:18 918004072692 30 02 OK TX ECM #162 03/20 12:45 93370806 30 02 OK TX ECM #163 03/20 15:44 93430079 01:17 05 OK TX #164 03/20 17:41 98719500 20 01 OK TX ECM #167 03/21 12:53 98719500 40 03 OK TX ECM #168 03/21 15:16 92299440 57 02 OK TX ECM #170 03/21 16:00 92939164 01:01 02 OK TX 0171 03/24 11:29 94662806 42 03 OK TX ECM #172 03/24 12:57 919722199 73 35 02 OK TX ECM #173 03/24 14:47 92373757 03:16 11 OK TX ECM #175 03/26 11:56 917722200 19 51 03 OK TX ECM #176 03/26 15:23 94616145 22 01 OK TX ECM *177 03/26 16:29 94646600 20 01 OK TX ECM 03/27 16:35 42 02 OK RX ECM #178 03/28 16:08 94689978 23 01 OK TX ECM #179 03/31 14:38' 914076285 93 00 00 BUSY TX BUSY: BUSY/NO RESPONSE NG POOR LINE CONDITION / OUT OF MEMORY CV COVERPAGE POL POLLING RET RETRIEVAL Building Permit # Planning & Development Services Department ST. LUCIE COUNTY B DING DI� Building & Regulations Division RtiRt13'ttl Not ` Dance - Product Review Affidavit Revlevs► ��• \ Date: 02 20/2 Owners Name _ 'LM P-S Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows k,Z AlkAd lOZ JO by Mullions Fixed Glass �' 1-,d--2� Block Glass � Skylights Sliding Glass Doors Swing Type Doors French Doors -r ,-) e� ��,•rc.f-Z �rti,,c� 17vJr- 5-1-62. 1 Garage Doors Hurricane Protection Roof Ventilation Roofing Material 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. Name: Signature: seal Design Prof: Cert. No. Date: Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) aa2raa� Property Information Utility Type Well UtilitiyNumd Sewer Type Septic Sewer Numbi 09033 MEETS • BOUNDS LEGAL DESCRIPTION+•r Legal Description Legal Description 19/20 06 41 THAT PART OF N 107.75 FT OF S 323.25 FT OF SEC 19 LYG E OF 2 FEC IRAND N 107.75 FT OF S 32 PROPERTY ADDRESS INFORMATION Add Address >> Number Dir Street Name Suffix Unit 9601 INDIAN RIVER DR AddresL 9601 INDIAN RIVER DR City / State / Zip FORT PIERCE FL ; 34982 Zonin RE 2 Residential, Estate - 2 uture Land Us RS Residential Suburban Site Plan Na e PROPERTY OWNER INFORMATION Add Owner >> Thomas M Slattery Name Thomas M Slattery 'hone # (772) 344-5367 Nancy B Slattery Address 1 9601 S Indian River Dr Fax# ( ) - Address 2 Ity / State / Zip Fort fierce I FL,�i 34982 �COMMENTS +d• Comment >> Date Entered 02/07/2007 Reported By Lesli Hurtt Status Active 02/07/2007 Comment VEGE. PERMIT#20061123-11/27106 Open Building Permits Binder Building Permits Type Status. Job Address 9105497 BP FIN 9601 INDIAN RIVER DR 19105523 VP Vol 9601 INDIAN RIVER DR 10606-0260 GP FIN ! 9601 INDIAN RIVER DR 0608-0241 EP FIN 9601 INDIAN RiIVER DR 0611-0003 BRG FIN 9601 INDIAN RIVER DR 0710-0170 FP FIN 9601 INDIAN RIVER DR 1'0711-0036 BP FIN 9601 INDIAN RiIVER DR 10910-0028 jBP ;FIN 1 9601 INDIAN RIVER DR 1202-0132..._...._.._...... ;BP ................. 1PEN ........... 9601 INDIAN R�VER DR Open Code Enforcement Binder Planning & Development Services Building & Code Regulation Division Alert Maintenance 2300 Virginia Avenue Wi Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-W3 PROPERTYO- • Parcel # 3519-444-0003-000/7 urisdiction St. Lucie County Permit # I1202 0132 Lists first permit n property. Reference only. Zoning Residential, Estate - 2 Address 9601 INDIAN RIVER DR FORT PIERCE 34982 Add Alert 2 Active; PER MONICA 11-4-2011 STOP' 11/04/2011 Miloned'. PER MONICA WORK ORDER 11-4-2011 STOP ENCLOSED 11/04/2011 02/28/2012 Miloned GoycochB 03/13/2012 GoycochB PORCH WITH ELECTRIC, WINDOWS AND DOORS 1. You must enter a number in the severi column to show the information. If it's blank, there will be no light to indicate that there is a message. 2. Please reference the permit # or permit ty . When there is more than one permit, its dfFcult to determine what the message is referencing. BUILDING PLANNING rn:ss pllstic Itlnl. "1'he. space is cicfi led as nonhabitable and unconditioned. Category IT: A roof or a covering f an outdoor space with enclosed wails. Tile opening are permitted to be enclosed with translucent or transparent plastic or jiass. The, space is defined a. nonhabitable Intl uuncolic] ilioned. Category ITT: A roof or a coverin of an outdoor space with enclosed walls. The openins are perm itted to be enclosed with translucent or ttrnsparent plastic or Russ. The sunroom complies wit additional require- ments for forced -entry resislancle, air -leakage resis- tance and water-pcncti'a'cioil resi lance. The space is defined as noilhahitahle and alit tlditioned. category Iv: A roof or a c0vcrinl} of an outdoor space. will enclosed walls. The su111,41t is cosigned to be hcaicxl and/or cooled I Y a separatc temperature con- t1ro1 or system and is thermally i�olat:ed from the pri- mary siructurc. The sunroonl complies with additional iequiremcnts for forced -entry resistance, water penetration resistance, ail -leakage resist.vlce, and thermal perfot•nla.'Ice - 't'lle space is defined as habitable and conditicned. by the Florida Building Code, Residential. Section � I R301 for which the specimen is to be tested. i xcepition^ Wood structural panels with a minimum thickness of 7/16 inch (I 1. I Alin) and a maximum span of 8 feet (24-38 film) shall be permitted for opening protectiot ill one- and two-story buildings. Panels shall be precut 80 that they shall be attached to the framing surrounding the opening containing the product with the glazed openings. Panels shall be predrilled as required for the anchorage method and all required hardware shall be provided. Permanent corrosion -resistant. at.tacbment hardware with anchors permanently installed on the building shall be provided and designed to resist the components, and cladding loads delcrillllled in accordance Witt' the provisions of the plorida. Building Code, Building. Attachment in accordance with Table R301.2.1.2 Willi permanent corrosion -resistant attachment hard- ware provided and anchors permanently installed on the building is permitted for buildings with a mean roof heigbt of 45 feet (.I.0 058 mm) or less where wind speeds do not exceed 140 miles per hour (63 ni/s). TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS C atcgory V: A roof or a coverirl� of an outdoor space -- 2 foot 4 feet 6 feet 4vil:h enclosed wails. The sunro All is designed to be Panel < panel <panel <panel healed atld/or cooled and is open to the lliaill sf.rtic- FASTENER span < 2 span s 4 span � 6 span 5 8 TYPE feet toot feet foot ttn-e. The sunroonl complies will additional require- ----- `---- - — _ _ _ nienis for forced-entl'y resistan e, water-penel.ratioll #8 Wood Screw based 8 resistance, ail Acakagc resistant , and thel'lllal pel'fol-- anchor with 2-illch 1.6 I (i 10 malice. The spaceis defined as habitable and cc)ndi einhe_dment lcngtlh----------------- - -- -- --- -- t:ioned. _ #1:I Wood Screw based �TA'�in4 tIR70 +T tlper4tai 3. IlIdOWS ltl })L111d- anchor with 2-inch 16 1 12 _ g ---.�.—.---- -- - -- - - - -- -- ----- mgs ocaleci in -wind - home deters regions shall have embedment ten th glazed openings protected front wend -borne debris. I/41.ag screw based 16 -� 16. 16 anchor with 2-inch I (i Glazed opening protection for wild -borne debris shall tneel the requirement, of the Large Missile Test of an' cml)ech)lent ten ih) approved inll'lact.resisting standard or ASTME .1996 and ST: I inch = 25.4 min, 1 foot = 305 min. ASTM T 111196, S.ST D 12, AN� I/DASMA 1 15 ( for 1. This table is based on a maximun) wind speed of 141T mph (Ci3 m!s) and mean *ara.ge doors) c)r TAS 201, 202 al11collies d 2(13 or AAMA 5(16 2. Fasteners llswill 1>c installed2tt opposing ends of the wood strnctwml Panel. referenced therein. 3. Where scraws are attached to masomyrmasom,ytstucco, they shall be in sUtlt•oonls, bor enclosed attached using vibration -resistant anchors having a minimum withdrawal porches constructed tinder xisting 1.0ofs or decks caparit:y of 1500 lb (iiti77_ N). are not required to be pr�Oteeted provided the R301.2.1.3 Witid speed conversion. When. refereneecl spaces are separated from tli building interior by a documents are based on fastest. mile wind speeds, the of Figure wall and all openings in t e. separating wall are three -second gust basic wind. speeds, V3", , protected in accordance With this section. Such R301.2(4) shall be converted to fastest: mile wind speeds, space shall be permitted 1.01 0 be designed as either Vln3, using Table R301.2.1.3- � Partially enclosed or cnclo, eel structures. R301 2.1.4 Lxposure category. For each wind direction 1 ` that: adequately 2. St.orageshedsthatarenotd-signedfor11 man hob- considered, an exposure category g ieation alid that have a floor area. of 720 square feet. reflects the characteristics of: ground surface a regulari- (67 trt=) or lccs are not required to comply with the ties shall be determined for the site at which dhc building illandat,ory wind-borne del. ris impact standard of or structure is to be constructed. For a site located in the this code. transition zone between categories, the category result- tested at: }.5 ing in the largest'. wind forces shall apply. Account shall Impact, resistant'co�Jering, shall be be taken of variations in ground surface roughness that i:iillts the design pressure (positivE rn' ncga.tivc) arise from natural. topography and vegetation as well Is expressed in pounds per sq tare foot as determined 3.5R Mfg 2007 FLORIDA BUILDING CODE -RESIDENTIAL 'FILE �Za2—�s32— �I 1" 1 FROM: E STEVEN 6.1 WOOD, P.E. FL PE No. 34398 950 $VLTA� DR PORT ST LYCIE, FL 34953 (772) 878-7324 TO: ST LUCIE LNTY BUILDING DEPT SUBJECT: SUNROOM ATEGORY SPECIFICATION REF: SUNROOM ROJECT LOCATION AND OWNER: SLATTERY ESIDENCE 9601 S IN4IAN RIVER DR FORT PIERCE, FL RECEIVE® MAR / 8 2012 FEBRLW& 124Y,N$012 c. Luc; :;o�4rity; FL THE PURPOSE OF THIS L TTER IS TO SPECIFY THE SUNROOM CATEGORY FOR THE PROPOSED PORCH ENCLO56RE PER ST LUCIE COUNTY BLDG DEPT COMMENT. THE PLANS FOR -THE, POR H ENCLOSURE/SUNROOM WERE SIGNED AND SEALED BY THIS ENGINEER ON 12/29/11. THE SUNROOM CONSTRUCTION AS DEFINED ON THE PLANS DATED 12/29/11 FALLS UNDER THE SUNROOM CATEGORY II. (Category II: A roof or a covering of an outdoor space with enclosed walls. The open ngs are permitted to be enclosed with translucent or transparent plastic or glass. The space is defined as nonhabitable and unconditioned). STEVEN G. WOOD, PE FL PE # 34398 c v` ST, LUCIE COUNTY PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT M _ OWNERS NAME : SLATTERY APPLICANT: FLORIDA ENERGY HOME PRODUCTS, LLC OPENING PRODUCT RATED NOVA# - GLASS PRODUCT DES DESIGN PRESSURES MANUFACTURE MOB FL. PRODUCT METHOD OF ATTACHMENT TYPE PRESSURES WINDOWS +42.1 +/- 60 ALSIDE WINDOW CO, MODEL •3102 10991,16 GI - I/8" INSTALLED PER MANUFACTURES SPECIFICATIONS. w/ 0110 x 1 3/4" WOOD SCREWS HRZT. SLIDERS -46.22 ANNEALED It 6" FROM EACH CORNER 4 MAX. 16 O.G. INSTALLED PER MANUFACTURES SPECIFICATIONS. MULLIONS +42,1 ALSIDE WINDOW CO. "I" SERIES FL 010 x 1 1 SCREWS -46.22 6362-Rg c EACH END O WOODOR (2) 1/4" x 1 3/4" CONC. SCREWS DIRECTLY TO CONC. FIXED -GLASS-- + 2,12 2.� •/- as ALSIDE WINDOW CO. SERIES •3104 6064.1 ANNEALED N6TALLED PER MANUFACTURES SPECIFICATIONS. w/ 010 x 1 3/4" WOOD SCREWS" ®6 FROM EACH CORNER 4 MAX. 16 O.C. SKYLIGHTS SLIDING GLASS DOORS +42,1 INSTALLED PER MANUFACTURES SPECIFICATIONS, SWING DOORS -46.22 +/- 4'1 THERMATRU FRENCH -DOORS 8Z62 1 TEMP. w/ (6) PER JAMB (8) PRE HEAD . BILL 010 x 2 1/2" WOOD SCREWS TO WOOD OR 1/4" x 2 1/4" CONC. SCREWS DIRECTLY TO CONC, GARAGE DOORS HURRICANE PROTECTION EXISTING ROOF VENTILATION EXISTING ROOFING MATERIALS EXISTING 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. (Engineer of Record) SIATTERY RE-$ . RIVER DR STEVEN G. WOOD �pR PI�C� FL 3�'g53 a aD/;L. PROFESSIONAL ENGINEER STATE OF FLORIDA PE - 34398 950 S.W. Sultan Drive PORT ST. LUCIE , FL, 34953 PH (772) 878-7324 t 5 St. Lucie County : Design Certification for Wind Load Compliance Project Name: SLATTERY RESIDENCE ENCLOSE EXISTING FRONT PORCH 9601 S. INDIAN RIVER DRIVE Street Address: FORT PIERCE, FL. 34982 OFFICE USE ONLY PERMIT NUMBER OCCUPANCY TYPE CONSTRUCTION TYPE 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. Design Parameters and Assumptions Used: (Please check orsoethe�pproptate boxT� lorlda Building Code 2001 Edition with 2009 Supplements and ASCE I / 05 ENG, BOOK 2. Building Design is: Enclosed: — X o Partially Enclosed: Open Building: 3. Mean Roof Height: < 15 Roof Pitch: MCi67,114& Internal Pressure Coefficient: 0.18 4, Width of End Zone: _�` _ Wind Speed: 140 (3 sec, gust) 5. Building Classification Table 1-1, ASCE I / 05�� FBC Table 1604,5 - II 6. Wind Exposure Classification: C Adjustment Factor for Exposure 4 Height: N/A 1, Components 4 Cladding Wind Pressure on Roof Zone 1-2-3 N/A - EXISITING S. Components 4 Cladding Wind Pressure on Wall Zone 4 - +42,1 -46.22 PSF ZONE 5 - *q.2 7 ',%G. a 9, Components 4 Cladding wind Pressure on Overhead Garage Door - N/A PSF 10, Loads: Floor - N/A PSF Roof/dead - N/A PSF Roof/live - N/A PSF 11. Shear Walls Considered for Structure? Yes _X_ No — (If No, attach explanation) 12. Continuous Load Path provided? Yes _X_ No __o (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes _X_ No — (if No, attach explanation) 14. Minimum Soil Bearing Pressure. N/A Presumptive: 2000 PSF By Test: N/A 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 knowledge and belief, Name: STEVEN WOOD- 950 5=M DR } ` Cart 0: FL, PE 1*34398 P5L, FL. 31953 Date: 2/14/2012 6dwl SLCCDV Form M 020-00 a/ - 0%;z Revised 2/21/09 (CL) R&visdd 6/11/2010 (IS) Florida Building Code Online 3 flcri a Nparnentj BCIS Home I Log In I user Registration i Hot Topics Submit Surcharge j Stats & Facts j Publications FBC Staff i BCIS Site Map ; Links I Search Busines �rofCSsi n�l $�,,!"p ERdu�ct Approval lic User Regulation tom. Product Approval Menu > Product or Application Search > Application List > Application DetailLE- :V r�T � t jpy FL# FL6362-R4 Application Type Revision - Code Version 2007 Application Status Approved Comments Archived El Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330)922-2108 rickw@rwbldgconsultants.com Authorized Signature Marsh Fernbaugh rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. [4:i Validation Checklist - Hardcopy Received Certificate of Independence FL6362 R4 COI CERT of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.5.4 1714.5.5 http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgskl Hgj sQdFZtSJ... 4/2/2012 .-, Florida Building Code Online 3 Product Approval Method Method 2 Option B Date Submitted 05/07/2009 Date Validated 05/07/2009 Date Pending FBC Approval 05/17/2009 Date Approved 06/09/2009 Date Revised 11/21/2011 Summary of Products FL # 11IModel, Number or Name i IlDescription 6362.1 a. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Approved for use in HVHZ: No Installation Instructions FL6362 R4 II INST 6362.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.1.odf mulled window size. Refer to EVAL 6362.1 and INST Created by Independent Third Party: Yes 6362.1 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.2 b. 3100 Structural Mullion i Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST 6362.2.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.2.3df mulled window size. Refer to EVAL 6362.2 and INST Created by Independent Third Party: Yes 6362.2 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.3 C. 3100 Structural Transom Extruded Aluminum Clipped Mullion for use on Masonry Mullion �or Wood Openings utilizing the Goal Post (at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST 6362.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.3.pdf mulled window size. Refer to EVAL 6362.3 and INST Created by Independent Third Party: Yes 6362.3 for Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. 6362.4 D. 3100 Structural Transom Extruded Aluminum Clipped Mullion for use on Wood Mullion Openings utilizing the Goal Post (at Sill) and the Bull Nose (at head) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST 6362.4.odf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.4.1)df mulled window size. Refer to EVAL 6362.4 and INST Created by Independent Third Party: Yes 6362.4 for Mullion Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. i 6362.5 e. "I" Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post (at Head and Sill) Style Mounting Brackets Limits of Use Approved for use in HVHZ: No Installation Instructions FL6362 R4 II INST 6362.5.pdf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgskl Hgj sQdFZtSJ... 4/2/2012 Florida Building Code Online Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.5.Ddf mulled window size. Refer to EVAL 6362.5 and INST Created by Independent Third Party: Yes 6362.5 for Mullion Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6362.6 f. "i" Series Structural Transom I Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST 6362.6.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.6.Ddf mulled window size. Refer to EVAL 6362.6 and INST Created by Independent Third Party: Yes 6362.6 for Mullion Design Pressure Ratings, any I additional use limitations, Installation instructions and product particulars. 6362.7 g. "C-Class" Series Structural Clipped Steel 2.0" and 2.5" Bar Mullion for use on Wood Mullion 11and Masonry Openings i Limits of Use Installation Instructions Approved for use in HVHZ: No FL6362 R4 II INST 6362.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion Design Pressure varies according to FL6362 R4 AE EVAL 6362.7.pdf mulled window size. Refer to EVAL 6362.7 and INST Created by Independent Third Party: Yes 6362.7 for Mullion Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. i 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 webmasterOdbpr.state.fl.us. Product Approval Accepts: ON M RE im Sccari METRIC$' Vurl31&n . � Trusted VQObfY b http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgskl HgjsQdFZtSJ... 4/2/2012 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 Product Approval Method Therma-Tru Corporation 118Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperson@tttechnologies.us Steve Jasperson sjasperson@tttechnologies.us Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Ryan J. King, P.E. 2 Validation Checklist - Hardcopy Received Standard 101/I.S.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option A Year 1997 2002 2002 2002 1994 http://www. floridabuilding. org/prlpr_app_dtl. aspx?pararn=wGEVXQwtDgt8ZAD2uj ZOatN... 4/2/2012 ` Florida Building Code Online Date Submitted 02/06/2012 Date Validated 02/09/2012 Date Pending FBC Approval Date Approved 02/24/2012 Summary of Products FL # IModel, Number or Name Description 5262.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of -Use Certification Agency Certificate Approved for use in HVHZ: No FL5262 R3 C CAC 5262.1 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 5262.1-68 (6'8 Door Products), INST FL5262 R3 II INST 5262.1-68.pdf 5262.1-80 (8'0 Door Products) and INST 5262-68M (6'8 FL5262 R3 II INST 5262.1-80.odf Door Products Direct to Masonry) for installation FL5262 R3 II INST 5262-68M.odf instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R3 AE Eval5262.1-68.pdf i FL5262 R3 AE Eval5262.1-80.odf FL5262 R3 AE Eval5262-68M.odf Created by Independent Third Party: Yes 5262.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. "Benchmark by Therma-Tru" Inswing and Outswing Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL5262 R3 C CAC 5262.2 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 j Design Pressure: N/A Installation Instructions Other: See INST 5262.2-68 (6'8 Door Products) and FL5262 R3 II INST 5262.2-68.odf INST 5262-68M (6'8 Door Products Direct to Masonry) FL5262 R3 II INST 5262-68M.ndf I for installation Instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes i Evaluation Reports FL5262 R3 AE Eval 5262.2-68.odf FL5262 R3 AE Eva]5262-68M.odf Created by Independent Third Party: Yes 5262.3 _11by c. "Fiber -Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5262 R3 C CAC 5262.3 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 5262.3-68 (6'8 Door Products), INST FL5262 R3 II INST S262.3-68.odf 5262.3-80 (8'0 Door Products) and INST 5262-68M (6'8 FL5262 R3 II INST 5262.3-80.1)df Door Products Direct to Masonry) for Installation FL5262 R3 II INST 5262-68M.odf instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 i Created by Independent Third Party: Yes Evaluation Reports FL5262 R3 AE Eva( 5262.3-68.odf FL5262 R3 AE Eva[ 5262.3-80.odf FL5262 R3 AE Eva[5262-68M.odf j Created by Independent Third Party: Yes 5262.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and "Benchmark by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5262 R3 C CAC 5262.4 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 5262.4-68 (6'8 Door Products), INST FL5262 R3 II INST 5262.4-68.odf 5262.4-80 (8'0 Door Products) and INST 5262-68M (6'8 FL5262 R3 II INST 5262.4-80.odf Door Products Direct to Masonry) for installation FL5262 R3 II INST 5262-68M.odf instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R3 AE Eval 5262.4-68.odf FL5262 R3 AE Eval5262.4-80.odf I hitp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt8ZAD2ujZOatN... 4/2/2012 Florida Building Code Online FL5262 R3 AE Eval 5262-68M.Ddf Created by Independent Third Party: Yes j 5262.5 e. "Smooth -Star" and 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and "Benchmark by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5262 R3 C CAC 5262.5 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 5262.5-68 (6'8 Door Products), INST FL5262 R3 II INST 5262.5-68.Ddf 5262.5-80 (8'0 Door Products) and INST 5262-68M (6'8 FL5262 R3 II INST 5262.5-80.1)df Door Products Direct to Masonry) for Installation FL5262 R3 II INST 5262-68M.0f instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R3 AE Eva] 5262.5-68.Ddf FL5262 R3 AE Eva] 5262.5-80.odf FL5262 R3 AE Eval 5262-68M.Ddf Created by Independent Third Party: Yes 5262.6 f. "Premium Series", 6/8 and 8/0 Opaque and Glazed Steel Door with "Construction Series" and Transoms. With and without Sidelites. Inswing and "Benchmark by Therma-Tru" with Outswing Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5262 R3 C CAC 5262.6 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 5262.6-68 (6'8 Door Products) and FL5262 R3 II INST 5262.6-68.Ddf 5262.6-80 (8'0 Door Products) for installation FL5262 R3 II INST 5262.6-80.Ddf instructions. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5262 R3 AE Eval5262.6-68.Ddf FL5262 R3 AE EVAL 5262.6-80.Ddf Created by Independent Third Party: Yes Back Noxt 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 webmasterOdbpr.state.fl.us. Product Approval Accepts: 09 7 I11 W � E �sea�u!r�yitvmizTmcv rru�sad � V@0.3 PV i http://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgt8ZAD2uj ZOatN... 4/2/2012 THERMAITRU THERMA TRU D00F25 I 18 INDUSTRIAL OR., EDGERTON, OH 43517 "Classic -Cram" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WiTH WOOD FRAMES General Notes 1, This product anchoring drawing has been developed in compliance with the 2007 Florida Building Code (FBCj excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. F 105.69'MAX. 0 t �I I 5 II II II 11 �i it 'i itLLA11, DOUBLE YJ/ SIDELITES OXXO MAX DESIGN PRESSURE +47.0 -47.0 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be Installed following installation Instructions of ANSI! AFr�PA NOS 2005.. Al other fastener types to be installed following fastenermanufacture's installation 37W MAX. OVERALL j'' WIDTH �5 �I Instructions. !} -31 It 4. Fasteher embedment depths, edge distances and center -center distances shall be as 4 IV-i, specified by the fastener manufacturer but in no instance shall they be less than shown In > L 5 �i this drawing. ° i 5 ® �A 5 5. Where shims are used, they must be a'tigid / stiff' material that complies with the nj �7 rr requirements of the 2007 FBC. d, Positive and negative design pressure requirements for use with this drawing shot] be determined by others for specific jobs in accordance with the governing code.___ _. 7. Site conditions not covered by this drawing are subject to further engineering analyse. TABiE OF CONTENTS SHEET# I DESCRIPnoN I Typical atevatlons, design pressures & general notes 2 Buck anchoring 5 Frame anchoring 4 Frame anchantlg & bill of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections SINGLE X MAX DESIGN PRESSURE +77.0 -77.0 6OM' MAX, OVERALLWIDTH t 2 3 5 5 5 SINGLE W/ SIDELITES OXO MAX DESIGN PRESSURE +47.0 -47.0 74.5D" MAX. OVERALLWIDTH OVERALL 53.OD" MAX. _ WIDTH r z a T a a 5 5 5 5 5 5 4 I L'' II II 1-1 1 5e5I 'AIr L' 1 7' Vil II II II 11 rr Yn 11 11 II �1 II II ;1� 1! ;I It 11 II �I 1I II'I � A Ic �]4 DOUBLE XX SINGLE W/SIDELiTZ OK MAX DESIGN PRESSURE MAX DESIGN PRESSURE +47.0 -47.0 +47.0 -47.0 LOCK HARDWARE NIM & SERIES QKWIKSET 700 SERIES LATCH KWIKSET700 SERIES DEAosotr M an FL-5262.1-68 K:Er I OFF 6 4" 4" 4 4' 4" 4" 4" 4' 4' r . --� roe t r...� :..:..' --1 r ,y MULLION II I i I I MULLION I I MULLION It MASONRY I I SHOWN FOR II MULLION MASONRY 4 I I SHOWN FOR MASONRY 4 I I SHOWN FOR I I> a SHOWN FOR II OPENING II REFERENCE OPENING II REFERENCE II OPENING TYP. I I REFERENCE II TYPr TYP• HEAD II REFERENCE II HEADII HEAD'' II Z $ -6 2X BUCK &JAM E 1 I I & JAMBS do JAMBS I I 5� I $ v 4 II SEE NOTE 1 SEE NOTE 1 keg It II II 2X BUCK II 2X BUCK II II II I I I Igo I I ASTRAGAL MULLION I I SHOWN FOR I I rn z I I m y I I SHOWN FOR I I z II REFERENCE REFERENCE I I °.° O 777 DOUBLE W/SIDELITES SINGLE W/SIDELITE SINGLE W/SIDELnES BUCK ANCHORING BUCK ANCHOR ING B CK ANCHORING :r 4" 4' i NOTES: 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum I" clearance to masonry edges, a 1-1141minimum 4 II embedment and a minmum 4" clearance to adjacent 4 I^ MASONRY I concrete screws, Substitution of equal concrete screws from a MASONRY o TYP, HEAD OPENING TYP• HEAD rn OPENING & JAMBS I ASTRAGAL different supplier may have different edge distance and & JAMBS n SHOWN FOR center distance requirements. Concrete screw locations at the SEE NOTE 1 SEE NOTE 1 r Q REFERENCE comers, at mullion locations, and at astragat locations may be 5 2X BUCK Q adjusted to maintain the minimum edge distance to mortar 8 g Joints. N concrete screw locations noted as "MAX. ON CENTER" � o must be adjusted to maintain the minlmum edge distance to 2X BUCK mortar joints, additional concrete screws may be required to o 9 r ensure the maximum on center dimension is not exceeded. e 3 II O 2. 2X buck min. S.G. k 0.55. � ";i• N �r;r z u n DATE: 06113 0871 = snit: N.T.S. 3 t:. +�,..!y r.!'+:1 :•f. : r 1:. DWG, 9Y: DT m e DOUBLE DOOR SINGLE DOOR BUCK ANCHORING DUCK ANCHORI G D NG LFS DRAWING NO.: FL-5262.1-68 a S EEr _L OF 6 "D" "E" .C" 3• 11 I 1 I ii ON u SHOWNWN FOR — REFERENCE A W/2X BUCK INSTALLATION — o 9 W/1X BUCK INSTALLATION TYP. HEAD & JAMBS _ SEE NOTE 1 _ SEE NOTE I "C. .D. "E. VIEW "C"—"CSINGLE DOOR W ID a N M« in.C. "D" A" .�. of IN "B" A" I: Q h PAILS 30 3" o d 3 TYP. l 3" --{ 6" u�i I >o�a a -T TV. ry -T T T q ;n ION — �j'* IR�SALIATION 7a _ WN FOR ° W/1X BUCK — d W dRENCE " g INSTALLATION LL N y NSTALLATION JTV HEAD 69 "s SEE NOTE 1 — z z T EAD JAMBS T10N �Q SEE NOTE 1 SEE Ln _ SEE OTE 1 ;n SEE NOTE 1SEE .. o DETAIL "4" o SEES w a 16 6— DETAIL "1 o 9 �+ DETAIL N h +12 iii SEE 5 M `} EE DETAIL 2" 1 OTE 1 L T= -7 .C., "D. A" .8. A" VIEW "EI—"E" w VIEW "DI—T SINGLE OOR W/SIDEUTE VIEW "B"—"B" SINGLE DOD R VIEW A 0 sNowN w/ oPnMiAI cortx"TED FAsmr M rteu No Sim. Au s:ooure m 000� aw coxraEcnoNs) NOTES., 1, 1/4" ITW concrete screws anchoring frame and/orsill require a minimum 2-1/2" dearance to masonry edges, a 1-1/4" mWmum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different suppAermay have different edge distance and center distance requirements. Concrete screw locations at the comers, and at mullion locations, may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 2 31161,ITW concrete screws anchoring frame and/or sill require a minimum 2.5/8"Gearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2.1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidelfte is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (d) at each vertical jamb, from the top down at 13.5; 31", 48.5 & 66". There ate (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 0 4• For optional sidelite construction with staples, sideiite Is direct set Into the jamb wBh 14) r/s'X I-%' 16 ga, staples along each Jamb (6" from ends and equally spaced thereafter). W/2X BUCK 2 INSTALLATION 0 W/1X BUCK p1 INSTALLATION SEE NOTE 2 DETAIL 2 W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 i C SEE NOTE 1 1 DETAIL "1 " Nx. " LFS 3 PAVING No.: � FL-5262.1-68 0 Naar 3 or 6 N "E" Lo L "C" oI36_3" NP. N 33" of a n a �-"i �` 3" --i � � � B" ! IT TI SEE NOTE 3 I I _ _ I { Ij A W/2X BUCK I ' v SEE DETAIL I fSHEET 3 SEE DETAIL 3" INSTALLATION .3" II W/2X BUCK0 y W/1XBUCK _ _ IINSTALLATION INSTALLATION ¢- - = 2 �I W/1 X BUCK TYP. HEAD �» i ASTRAGAL INSTALLATION e ASTRAGAL -Al MULLION &JAMBS a H SHOWN FOR I • HEAD & p a SHOWN FOR II SHOWN FOR SEE NOTE 1 I REFERENCE 0 JAMBS $� REFERENCE II REFERENCE - SHEET 3 - --I- ONLY II SEE NOTE 1 ONLY II u SHEET 3 - _ u SEE NOTE 1 _ SEE F. .. SEE NOTE 1 SEE NOTE I c 16 u SHEET 3 - DETAIL %}` o _ SHEET 3 n SHEET 3 - SEE _ o I 16 II 16 DETAIL p t Lu .1. ou 12 5 II 5E NOTE 5 II 5 M" i1 u 12 SHEET 3 1 L --1 -r. w 0 VIEW `C"—"C" DOUBLE -DOOR W/SIDELITES VIEW "E"—'E" DOUBLE DOOR 1VIEW A°—ASAD= TO `` cl S t L N.' a a W 2X BUCK I STALLATION Material STEEL W/IX BUCK INSTALLATION :4/ SEE NOTE 1 3INSTALLATION W/2XBUCKSHEET 3 Item DESCRIPTION 10 x 2-1 2. PF WOOD SCREW B 10 X 1-3 4 PFH WOOD SCREW C 10 X 1 PFH 00 SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREWHine to rome STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PF WOOD SCREW STEEL 4 1 4 x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4' x 1-3 4'ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16` x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-.1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3 192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLbW BLOCK CONFORMING TO ASTM C90 CONCRETE 6 1 4 X 2-14" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656' X 1.25 THERMA-TRU, SUGAR PINE SG >= 0.34 WOOD 21 3 4" TTiK. PRESSURE TREATED SIDELITE PAD WOOD 30 1720 2 X 1 X 25 GA. CORRUGATED FASTENER STEEL � w t W/1X BUCK 171 DETAIL "1" INSTALLATION SEE NOTE 2 SHEET 3 @ $ DETAIL "3• ATTACH ASTRAGAL THROW BOLT w B STRIKE PLjh TO FRAME o AS SHOWN. 1 C N Z wV, 06 13108 srx>: N.T.S. 1 M. en OT DETAIL "4" ew. V. LFS oPAWING NO.: FL-5262.1-68 sNEFr AL or 6 I 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM w- MASONRY EDGE MASONRY EDGE �► (TYP-) (TYP.) I BUCK 9 � INTERIOR EXTERIOR HEAD JAMB 5 To ixsubbuck Inswing shown d— INTERIOR EXTERIOR 2 HEAD JAMB 5 Irauss�ngsho�wn BUCK INTERIOR INTERIOR 1"MIN. FROM 1" MIN. FROM �f MASONRY EDGEJ 1 MASONRY EDGE. (TYP.)(TYP.) IT �m 2X BUCK A INTERIOR EXTERIOR 3 HEAD JAMB 5 lr&Adng ssl own ' EXTERIOR o EXTERIOR R A?'' '. ' 0.15'MIN. Re :.. -< �' : • C-SINK S ❑ .25"MAX. D.2SMAX : SNIMSPACE11MSPACE o $ 1.16,MIR I.15'MIN. 1.25' MIN. EMB' EMB• C m EM& TYP. N O a z a w� 06 17 08 z 4 VERTICAL SIDE JAMB 5 VERTICAL SIDE JAMB scars N.T.S. ° 5 To 2x sub -buck 5 To wood frame um. st DT m Inswing shown Inswing shown CHx. V. LFS DMWM N0.1 C FL-5262.1-68 0 sly 5 OF 6 INTE KjlVERTICAL SECTION Q,/ Inswing conr®RKOZ INTERIOR u_Wm ran. G6 % 2-I/Z'MIN. FROM �2-1/Z'MINJROM _ MASONRY EDGE — MASONRY EDGE ­ (Typ') (TYP.) I_AVERTICAL CROSS SECTION \,6 Inswing contiguration •REMPUM-7302m %r 'd 2-1/2" MIN. FROM 2-1 17MIN. FROM MASONRY EDGE 1� MASONRY EDGE— (TYP.) (TYP.) 2 VERTICAL CROSS SECTION \_!_j OWsyAng configuration EXTERIOR INTERIOR 2-1/7'MIR FROM 2-1/2'MIN. FROM _MAMNRYEDC',�F— MASONRY EDGE— (TYP.) (TYP.) VERTICAL CROSS SECTION \,.!_JOUtmIngconPgurafIon INTERIOR EXTERIOR 21 12 4 W. 2-1 IT MIN. FROM 2-1/2'MIN, FROM MASONRY EDGE MASONRY EDGE (TYP.) ITYP.) r3'VERTICAL CROSS SEC Q_N \_6_lj EXTERIOR INTERIOR EXTERIOR INTERIOR z in n13 z 2-1/2'MIN�. FROM 2-1 /7' MIN. FROM 0 ASONRYEDGE MASONRY EDGE— MASONRY (TYP.) Iryp.) i-z— z 13 U 6"\ VERTICAL CROSS SECTION DATE 06/17/08 z Outswing configuration sure Dwa. Brf. DT m Cm sr. LFS DPAWNG N0j FL-5262.1-68 E a N SWEET10�F6 a 'Florida Building Code Online Z Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Alside Window Company 3773 State Road Cuyahoga Falls, OH 44223 (330)922-2108 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F] Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 Architectural Testing, Inc. 12/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10991 R5 COI CERTIFICATE OF INDEPENDENCE.ndf Standard AAMA/W DMA/CSA101/I. S.2/A440 Year 2005 http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvihT9G9wJlk3 ci... 4/2/2012 'Florida Building Code Online 10991.14 n. Model 0703 Extruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R5 II INST 10991.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.14 for Design Pressure Ratings, FL10991 R5 AE EVAL 10991.14.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.15 o. Model 3102 Extruded PVC Horizontal Sliding Window with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R5 II INST 10991.15.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.15 for Design Pressure Ratings, FL10991 R5 AE EVAL 10991.15.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. productparticulars. 0d p. Model 3102 Extruded PVC Horizontal Sliding Window (XO or OX 'T- ( Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R5 II INST 10991.16.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.16 for Design Pressure Ratings, FL10991 R5 AE EVAL 10991.16.1)df any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 10991.17 q. Model 3109 IFExtruded PVC Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R5 II INST 10991.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.17 for Design Pressure Ratings, FL10991 R5 AE EVAL 10991.17.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.18 r. Model V102 I ::]1 Extruded PVC Horizontal Sliding Window with NailI ing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R5 II INST 10991.18.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.18 for Design Pressure Ratings, FL10991 R5 AE EVAL 10991.18.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 10991.19 s. Model V202 IFE.truded PVC Horizontal Sliding Window with Nailing Fin - (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL10991 R5 II INST 10991.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10991.19 for Design Pressure Ratings, FL10991 R5 AE EVAL 10991.19.Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 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 webmasterOdbor.stateAus. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk3 ci... 4/2/2012 JY { ��L�iL UyT`:hi MODEL 3102 HORIZONTAL SLIDER WITH FLANGE " NON- IMPACT " GENERAL NOTES I. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected wiih an impact resistant covering that complies with Section 1609.1.2 of the 2007 FBC. 4. For 2x stud training construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5• Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF its SHWO DESCRIPTION I Ty icol elevation, design pressures & general notes 2 Horizontal&vertical cross sections 3 Vertical cross sections 4 Buck & framo onchroing 5 Bpl or materials, glazing detall & components a L CD 0= Os g `a 74A4" MAX. OVERALL FLANGE WIDTH r• I� 73.00" MAX. OVERALL FRAME WIDTH O° 1 j ���l2JdR4,y �V6ttA44,3 a4/Eft4U t3LA55, !1a~SIGi AttE55Ui2E(P3 r s 74,04" x 61,04" 73,00" x 50-W' 32.25" x 43,79" G1 +50.0 -50.0 74.04" x 64,04" 73.00" x 63.00" 32.V' x 57.13" G2 +40.0 -40.0 �W X .3 a m c N a 4 d o F �n 2P 7// 1 j LOCATE OPERATING LOCKS 7-1/2° v. Q.• a �a t5 3 FROM EACH END. 2 X 09 Egg w 2 ina 9 1 2 3 24 3 9 `o EXT RIOR INTERIOR o al E S-- F p • r. a br ad •v .INTERIO B V�• 7 8 13 r. 10 >' y N 157 v w .o. 13 73 z Not required for 0° atl. Do y . D.P. _< 40,0 P,S,F. 0 See Anchoring detotis g b on sheet 4. r Q'• o 0 C 13 C ,. < . r •,•v. q° e a�•' P ate 12 1 08 c _ sage: N.T.S. 8 1-1 /4' MIN. evts, ets AL a EXTERIOR EMB, (TYP.) cxx. et: CFS m e HORIZONTAL CROSS SECTION 1 VERTICAL CROSS SECTION ow 2 2 FL-10881.16 $ sx�r 2 or 5 n 5 ow •. ti .. .€XTE6L43 Ul r^� 11.1iEfil4B 7 VERTICAL CROSS SECTION 3 conc etc acxe vsbfo, weed bscrewsn per Section 1714.5.4.2 of the FBC EXTERIOR T I E�@I0$ l� — ,INDM Not required for Not required for D.P. _< 40.0 P.S.F. D.P. _< 40.0 P.S.F. See Anchoring details I See Anchoring details on sheet 4, g on sheet 4• L e\v m +f� vd .. y w 1 � p � 1 �'�•� '•D • J 3 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 3 U. sr. AL N. Bh LFS AWING Nd: m FL— 10991.16 n �or5 0 2X BUCK MASONRI OPENIN( �O�'RET�ANr'HOR NOTES; 1 Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2.Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3.Concrete anchor table AN dR A 1 N{? M1N� illM �ilN1MLJN1 GLEAKANCI; ` "M1hJIk�LtNf CCEARf i�Ci; `' NpE� 817� ,:. , .t'.Et��ED1ulENT .: ;TO j�A�a�?NRY EDGE TLi ACt.IAG�N'f f1�ICHQR 3" I;;';•;:.:::;:: 1/4" 1-1/4" 2-1/2" EI,G_........,..i 1/4" 1-1/4" 12.20" MAX. 6" 1 ON CENTER to I I8 C W/2X BUCK 0 W/2X BUCK INSTALLATION INSTALLATI 2X BUCK J W/1X BUCK w/1x BUCK INSTALLATIOIO N INSTALLATION TYP. SILL MASONRY TYP, HEAD & OPENING JAMB � W/MASONRY SILLS L w h. V ' 10.17" MAX. o ON CENTER FRAM ANC ORING _.Max.....Frams...size. Z3.0" X 50.0" Max. D.P. =< 50.0 PSF 4.0" MAX. ON CENTER 4.0"--^ I I' 16 4� _ I W/2X BUCK C INNSTALLATION 2X BUCK W/1X BUCK INSTALLATION ai p MASONRY— TYP, HEAD & OPENING JAMB Jill FRAME ANCHORING tD Max. Frame size 73.0" X 63.0" Max. D.P. =< 40.0 PSF o, an AL__A x. ev LFS 3 awwa ero.� a m FL-10991.16 0 r 4 ..5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 2X BUCK SG >= 0.55 WOOD B 1 4" MAX. SHIM SPACE - C 10 X 2" PPH SMS STEEL D #8 X 1-3 4" PPH SMS STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C9O CONCRETE F 1 4" X 2-3 4" ELCO OR ITW PFH CONCRETE SCREW STEEL H 1X BUCK WOOD J 1 4" X 2-3 4" ELCO OR ITW H.H. CONCRETE SCREW STEEL L 1 4" ELCO DR ITW H.H. CONCRETE SCREW STEEL 1 EXTRUDED VINYL MASTER FRAME + RIGID PVC 2 EXTRUDED VINYL KEEPER RAIL + RIGID PVC 3 EXTRUDED VINYL SILL TRACK • RIGID PVC 4 EXTRUDED VINYL LOCK RAIL + RIGID PVC 5 EXTRUDED VINYL SASH STILE * RIGID PVC 6 EXTRUDED VINYL 3 4" GLAZING BEAD + RIGID PVC 7 EXTRUDED ALUMINUM FRAME REINFORCEMENT ALUMINUM B EXTRUDED ALUMINUM MULLION REINFORCEMENT ALUMINUM 9 ROLL FORMED STEEL SASH REINFORCEMENT STEEL 10 ROLL FORMED STEEL LOCK RAIL REINFORCEMENT STEEL 12 SCREW HOLE COVER CAP PVC 13 SILICONE SEALANT SIL- FLEX RIV 7500 SILICONE 15 CAM LOCK & KEEPER PA09200420WC Sr TRUTH HARDWARE STEEL 16 I SILICONE SEALANT SILICONE + THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN 'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GLASa m i r A G1 GLAZING DETAIL 13/16" THK GLASS 1/8" ANNEALED CLASS AIR SPACE 118" ANNEALED GLASS 620" GLASS BITE 1.173"[— c o N 1.206" 1 d in '_ L M m a M �+ 0.071"--0.079" II II �m A ' 5 SASH STILE 3 SILL TRACK 4 LOCK RAIL n 4 O bi M O o 0.250"� O r o I� Q jEl L 0.047"-"T— REINFORCEMENT 6 GLAZING BEAD � REINFORCEMENT G G2 GLAZING DETAIL 13/16" THK. GLASS 3/16" ANNEALED GLASS AIR SPACE 3/16" ANNEALED GLASS 1.440" �-- 0.079° 2 KEEPER RAIL --I1--0.125' T w -� 1.575" i-- 7 REINFORCEMENT 0 n nj 0.231" e REINFORCEMENT �--3.170"— L E p MASTER FRAME 1 uDAM12 f 08 �N,r rnroLAL, ar, AL cwc W., LFS owm FL-1090991.16 mit�tt 5 oe 5 Florida Building Code Online 2 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Alside Window Company 3773 State Road Cuyahoga Falls, OH 44223 (330)922-2108 rickw@rwbldgconsultants.com Marsh Fernbaugh rickw@rwbidgconsultants.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iI I Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 Architectural Testing, Inc. 12/31/2014 Ryan J. King, P.E. rR Validation Checklist - Hardcopy Received FL6064 R3 COI CERT OF INDEPENDENCE.pdf Standard AAMA/N W DA/101 I. S.2/A440 Year 2005 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43 ec4ORyS... 4/2/2012 Florida Building Code Online 2 Product Approval Method Method 1 Option D Date Submitted 12/10/2008 Date Validated 01/07/2009 Date Pending FBC Approval 01/15/2009 Date Approved 02/03/2009 ...... ............ _..... _._.... _.......... _...... -- .---------- _....... Summary of Products i FL # IModel, Number or Name Description 6064.1 a. Series 3104 Extruded Vinyl Picture Window - "Non -Impact" Limits of Use Installation Instructions Approved for use in HVHZ: No FL6064 R3 II INST 6064.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6064.1 for Design Pressure Ratings, FL6064 R3 AE EVAL 6064.1.pdf i any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 6064.2 b. Series 3104 1 Extruded Vinyl Picture Window - with Nailing Fin "Non- j Impact" I Limits of Use Installation Instructions Approved for use in HVHZ: No FL6064 R3 II INST 6064.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6064.2 for Design Pressure Ratings, FL6064 R3 AE EVAL 6064.2.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 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 webmasterfadbpr.state.fi.us. Product Approval Accepts: 0 99 Mm - securft 3Yb"rtiiCS' Veri3lan � 7eveted - A Ytl PlPYY http://www.floridabuilding.org/pr-lpr_app_dtl.aspx?param=wGEVXQWtDgs4Yr43 ee4ORyS... 4/2/2012 3773 BTAtE ROAD CUY.AH0GA FALLS, ❑H. 44223 SERIES 3104 PVC PICTURE WINDOW 'W0N-1MPACV GENERALNOT 1. This product has been evaluated and Is in campganae .With the 2007 Florlda Building Code (FBCf structural requieMM4 excluding the "High Velocity Humcgne;one` (HVHZ(. 2 product onchors shall bs as listed and spaced as shown on detotts. Anchor embedment to base materlal shall be beyond wall dressing or stucco. 3, When used In areas requiring wind bome debris protection this product Is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC, 4. Far throughthe frame anchodiigin2xstudframingconsh.action, anchoring of these units shall be the same as that shown for 29 buck masonry construction, 5. Site condSPions that deMote from the details of thls drawing rog0e further engineering analysts by a f[censed engineer or: regkiered architect. TABLE OF CONIEMS SHEET# DESCRIPTION 1 T icai elevations desl n assures & enerai notes 2 Vertical & Horizontal crass sectitlnS 3 Verifcol cross sectlo— _.__.._... 4... & frame anchor16 ,,., 5 „buck ljfit of mateitois, Iezin detall and components 77DT MAX. OVERALL FLANGE WIL11H MOT MAX. OVERALL FRAME WIDTH Fi� C o Q I e7i HORIZONTAL ORIENTATION SHOMIN (Vertical orientation optiona) ONERl1ltt a�ryvyiria r' 3b�rER1iZLt� z ° �1+�1fd'WC� S 77.02" x 64.0r 7&W X 63.W 70.ST X A7.62" Gl S4.0rx77.W MAU*X76.00' 47.67 X70.51r- +50.0 -50.Q n m � 1mpy� do my= gpo. LC 3E i 0 are JK er: LF5 IING Nor. Ft.—sos¢.1. T t uv 5 13AA.- Nvjacts\PrOectFd&rrsAFmj 11% - =W!1991P. RWECDr8W.3SW-6064,bq. M-606U--Z III --------- S-. L ?i 0 yA (G- -I Z, LJ q. 1AXWN. EW. (T�YF).- 1-IN MN. to 0 . WINOWND. n A� 0 ..fl . Q4 ; 1 1 � M ki mdnt3 Prepamd Dy- S.U.LTAN.T� 1% PICTURE XVIIJOX 23o QW ID, o' 8-,d a P-t-.k.,.a m4— C—WkAha—bt;rfol PART OR ASSE)MLY' P. co VERTM & HORIZONTAL C-1111 e _ajr NO. ATE CROSS KCRONS Ly�d.. F: S.t-ddL PZ N. 43409 REVISIONS RAA. pryje=oujed FddersV)ruj 1101- 12001,pF11°�t1D. RWBCDra itups K-6064dm, Fi-6064.13 1-1 t4' MM. Nol ON 11 1.1 PRCDUC@ PICTURE WfA'DOW PART OR.ASSE116LY: VERTICAL CROSS SECTIONS 1-114' MN. EMS. PP.) @ ODINC CONSOLTANI5, INC. a eas Z30 Va@ oo FL 33505 YY phi Ha:873.659.9707 Flurid¢ BOO" of Ptoreswonal F]�0rroerN Ceth'Rcnfa AuBwrSzatbn No. 9013 Lynam F_ schnddt. P.E No. 434W b ail MAX. 18^ O.C. MAX, n 2X BUCK 2X BUCK w c� MASONRY fYFt MASONRY' OPENIN OPEMN BUCK ANCHORING FUME ANCHORING a (2X BUCK) (2X BUCK) I a is is m 4.W MAX. O.C. 71 z •' 1 Ir HEAD L rn rn CONCRETE ANCHORNO ES: AND JAMB H 1X8uCK 1. SubsIItuIIan of equa concrete screws from a different supplW may have different erne distance and center distance requirements, W/ OPTIONAL p, Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If G MASONRY SILL concrete screw locations noted as "MAX, ON CENTER" must be adjusted to malntaln the minimum edge distonds to MASONRY Ft hr/OPTIONAL w morfarJoinfs additionaladditionalconcrete screws may be required to ensure the maximum on center dimension is not OPENING MASONRY SILK o oxco©ded. ,:, - OR IXBUCK 3. Concrete anchor toblez c3, r' WD 72 03 OB °z :. �: scup y..', . ;., •;:;..,,� owe ur JK. m owc er: US 3. FRAME ANCHORING WEND NO.; (]XBUCK} FL-6064.T c a+cEr 4 oc• 5 N '�N�Iien �' �,AiuCt♦dk � MtAHJift1M Adt�(fMV�t CteAkgN6t: fA'idNtAfit�wM Gj€;gRAWC1; TCF., Sidi `r�BGOME'Nl` M�tJ iCh`Ot�fklC):,dGE z �: �;Ff3 ti r Y