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HomeMy WebLinkAbout901 W 12 St0 ECEIVED DEC 52016 1y Q a�d CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I(,p- -3a3(,a Documented Construction Value: S 2(..QeQ01 Job Address:g(2, W 12j^-' Sk Historic District: Yes [I No ❑ Parcel ID: 2.t; -1O1 - Sia H ' 15004-003 0 Residentiul❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration[3 Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of Work: REPLACE A (,Rd Sk t1 AP— rices( S►2e fd51C Plan Review Contact Person: MEGAN CONSTABLE Title: AGENT Phone: 352-300-3360 Fax: 352-861-7587 Email: PERMITSPLUSLLC@GMAIL.COM Property Owner Information Name vt 1 n sk Vilone: 400 - 2po -'1SZ o % Strect: \ W \ Resident of property?: YES City, State Zip -4�nng�rc)it (,l 51-7-11 Contractor Information Name LOWES - PETER A CAFARO Phone: 352-300-3360 Street: PO BOX 781933 Fa`, 861-7587 City, Slate "Lill: ORLANDO, FL 32878 Name: N/A Street: City, St, Zip: Bonding Company: NIA Address: State License No.: CGC1508417 ArchitecVEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAII.URE TO RECORD A NOTICE: OF COMMENCENIF;N1' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR I.E►\DER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a pertnit to do the work and installations as indicated. I certify that no work or installation hos commenced prior to the issuance ora Penni► and that all work will be performed to ineet standards of all laws regulating construction in this jurisdiction. 1 understand that n separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FNC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Iluilding Code Revised: lune 30, 2015 PcrmU Application �X 0./ NOTICE: In addition to the requirements of this permit. there may be additional restrictions applicable to this property that may be found in the public mcords of this county. and there may be additional permits required from other governmental entities such as water managunent districts, state agencies. or federal agencies. Aeaptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law. FS 713. The City of Sanford requires payment ora plan review fee at the time of permit submitral. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated eonsututloo value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual eonamcdon value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. sWlat - or0%-1A$M one 28 1 MEGAN CONSTy13bf'? Pdm OnoWApo's Name has siQpature of Notmy,Stm or Awwa Date M9 CHRISTY M GALAS o ,'e MY COMMISSION IFF049o97 N V Os' EXPIRES September 29. 2017 1 (407) 398.0153 FlorldeNoteryService.com Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [ 3 Electrical ❑ Mechanical ❑ Plumbing❑ Gas[:] Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - 0 of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No ❑ g of Heads Fire Alarm Permit: Yes ❑ No[] APPROVALS: ZONING: I2-A&-16UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: S� I-1 - 1-1 Rewma: lune 30.201 S hnnit APybatieo IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: 1 ` �.IV To: Building Dept. From: Peter Anthony Cafaro III 1 hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and apply to: �^ ��a(—\ s( Gk for a A00( 5 permit for work to be performed at: Lot: J Blk: Sec:_ Twp: Rge:_ Subdivision: GrJbTn qS SU( Parcel or Altkey: 2-S 141315p N 060 O 0630 Address of Job) 0 1 W L?_ -t%- S -� . Owner of PropertyC)C�UfChSor1(1q�1 ►� d qA1->&Vn C(L1 &o4j4 Tr % and to sign and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anjk6ny Cafaro 111 Primpef State Qualifier C2C 1508417 State of Florida County of Orange The foregoing instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. p Sworn to and subsc ' ed ore me this Qday ofQyV 2016. Notary Public My Comm LssionF-,p-,e�10/21/2016 :►" '�s • [SEAL) CHRISTY M GALAS My COMIAISSION #FFO,,,ps©7 °f EXPIRES September 20, 2A 17 ,00n, (407) 398-0153 FIorld0No1rtrySprvl6B,fi®Ni ill THIS IN$TRU� f/,PRARED BY: Name: �Erw;r�s ((�Y�� Address: NOTICE OF COMMENCEMENT Permit Number: Parcel ID Numbero15 1-I '3o' — QO©Q' 0030 � 1'111111111 II111 111111111111111 Illi 1111 11ARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BY, 8812 P9 1268 (1P3s) CLERK'S : 2016123077 RECORDED 11/29/2016 01:15:33 PM RECORDING FEES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. [AESCRrrTIOn OFtPRORERTY: (Legal description of the propeftY qd street addrpss ifrav@ilabll -1010 17 M7 5c.k r F\ 3a 771 2. GENEttAL DESCRIPTION OF IMPROVEMENT: 4. Name and address; Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address' 7. Persons within the State of Florida Design by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. Address: S. In addition, Owner designates . of to receive a copy of the Lienor's Notice as provided in Section 713.13(1xb), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1411Z�11_ (SlonaturAa I Owner or AWrorior Owner's or Lessee's (Print Name and Provide Signatory s Title/Olrioe zed Ol6cerfDi /Partner/Manager) State of County of 1 _ The foregoing instrument was acknowledged before me this d� day of [�W L .201(0 .. n r Pt f__ r 1.. _ by who has produced identification R q statement of identification produced: Who is personally known to me 17 OR hI-a5-0-55'x- `41- 3 L! (e -o R�A,CrEL A KELLEY MY li SSION #Ff931359 or ►. E(a EXPIRES: OCT 27,2019 �ifflilED _MARYANNE MORSEBonded lhMUIlh tet Slid@ InSURNO CLERK OF T E UIT COURT 3 MPTROL I �'. NOV 29 2016 BUY "�' DEPUTY CLERK RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form #16-3236 Permit # Project Location Add As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin.g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors -Q Swinging i Ae- QOL4 Co Sliding Sectional Roll U Automatic -in Other REVIEW r- WDC COM tMer- 2. Windows Single Hun Horizontal Slider DATE Casement Double Hun Fixed SANFORD B Awning A PERMIT ISSUECI SHALL BE CONSTRUED TO BE A Pass Through LICENSE - aWQRIXX TGA QLATE, cAuce Ai TIER OR SET Projected _% ASIDE ANY OF THI PROVISIONS OF THE TECHNICAL Mullions Wind Breaker Dual Action (EOUIRING A CO IRECTION OF ERRORS IN PLANS, ` Other June 2014 9 Cly=1 141 DEC 5 2016 BY: Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other S. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 Professional Regulation Ira SCIS Home I Log In I User Registration ! Hot TOPICS Submit Surcharge . Slats B Facts I Publications I FBC Staff I SCIS Site Map I Units I Search I Product Approval USER: Public User Product Approval Menu > Product or Anpllcation Search > Application Ust Search Criteria Manufacturer Validated ly Status Refine Search Code Version 2014 FL# 4904.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - ADDlications PJA Type Manufacturer Validated ly Status F 4 4- Affirmation Masonite International National Accreditation & Management Approved $Z FL#: FL4904.1 Institute History Model: Wood -edge Steel Side -Hinged Door (804) 684-5124 Units Description: V-8" Opaque 1/S and 0/S Single Door Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. it you have any questions, pease contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Aecapta: 01100-71®® Credit Card Sate a U7) Ja�zc�e+ 03 O 0 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT Q p co 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES p ~ N GENERAL NOTE$ Z §i c) 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z � tJ THE FlOR10A 8U401NG CODE AND WHERE PRESSURE 13 13 110 REQUIREMENTS AS OETER41NE0 BY ASCE 7, MINIMUM Ll V7 = DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. In U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z a1 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIREO ON 0 (/') OPAQUE PANELS. 8UT IS REQUIRED ON GLAZED SIDELITES. W 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST EE PAINTED IN = 3 ACCORDANCE WITH SECTION 2220 OF DIC FBG. W 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. L 5. PLASTICS TESTING OF LITE FRAME MATERIAL- � $ TEST DESCRIPTION DESIGNATION RESULT i $ jig dig g COMPARATIVE TENSILE STRENGTH AFTER WEATHERING • 4500 HOURS XENON ARC METHOD I c W O 0 z DOUBLE DOOR UNIT W/SIDELITES a a PddeldTnbNMO nn vii ton N CLy1&nollNa o o - V = RerieAEd Br o Date Re' TI/ i.� 0 z U u Ir tYHU jj ®13 1313 1313 ®13 1313 1313 1313 1313 goo`0 to uAa- z J O O .00 00.00 00. .00 00. 0000 o2a=cr co 0011-0 00 ��� 00' 001100-�11 1 o 01 N SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH Sinn iTF J�ITH SIDELITE w o U to Z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REOUIREO TO BE 15x OF DESIGN PRESSURE w 7/11/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWINC ✓ / Scut N.T.S. SHEET J DESCRIPTION X 37.5 +760 -760 +760 -76.0 +190 -19.0 +55.0 -55.0 i 7 f ��By S 1 TYPICAL ELEVATIONS &GENERAL NOTES %% 74 +55.0 -55 0 F+ -5-5 -0-T -55.0 +190 -19.0 +550 -550 2 aYCHORING LOCATIONS & OETAlS OX or XO +55,0 -5 0 + M55 +19.0 -19.0 +550 -550 cw qy. 3 ANCHORING LOCATION$ & DETAILS OXO 112.5 X55.0 -55.0 +55.0 +19.0 -19.0 a55.0 -55.0KURT SALTHAZOR ORAWAe NO.: OXXD 149 +55G -55.0 +55.0 +19.0 -19.0 +55.0 -55.0 FLORIDA PE. y565J3 owG-144-no126-os sNTt 1 ov 3 SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN/MIN SMOKE OENSItt ASTM 02643 13.4T TENSILE STRENGTH' 1+9 W. oveRAll FRNAE WIDTH 2I" MAX 36 375" MAX. D.L.O. _PANEL WIDTH 37 5" MAX W/ASTRAGAL � I� FRAME WIDTH ASTM O6J8 7.SOx DIFF 1+9 W. oveRAll FRNAE WIDTH 2I" MAX 36 375" MAX. D.L.O. _PANEL WIDTH 37 5" MAX W/ASTRAGAL � I� FRAME WIDTH w W � O �O SEE DETAIL 6' SEE OETA4 � 3. 6 3 1 3"E_ 3" I I— 3, I I I I �6- 6'� 6' 3. '° W Q. J Q W B 9 A 9 O 6" 3• 11�Ir :64- 1 II 3" C J C c _ —"1 1 1__f 3.1 S' 3" 3• 6" SEE OETA4 6 'F" o e 11.1 R U if STAI EE DEL tn _ J 0" 7 W io N ai 6" ;EE DETAIL 6" a to O OD U 0 Q (O W O� �U W Z Z toU O) ^3 ASTRAGAL RETAINER BOLT HOLE #10 x 2" X18 x 2_1/2" MUST BE DRILLED THROUGH #8 x 2-1/2" THE THRESHOLD & INTO THE X10 x 5/8" STRUCTURE DEEP ENOUGH #8 x 2-1/2" #10 x I" FOR A 1.375" THROW O #10 x 5/8'• #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 2" DETAIL "E" ASTRAGAL io (1/8• TEMP OASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT Dow 995 w/ OPTIONAL DECORATIVE INSERT DETAIL "D" STRIKE PLATE TO FRAME 1/2- SITE l OR eun SPACER DETAIL "C" AS SHOWN. TYPICAL / l6 % -I/2' PIK Add�dmooN�A9 r I 0.962"1q ..: CeGToIrJnNo ntIeo�1Ta,fz t,375" � Reriewed8y.�—� --/ 03Tl RCYIMIS a r. /, OOw 995 T T iY pIOR •~IQB INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL 9CALC N.T.S. om or. Sw5 d/K By 0 SEE DETAIL 'C' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA 062514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 010 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR 010 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 6 3 1 1 c 6 3 c^c I I 31 mill, w r AIL SEE DETAIL rn "D' SHT 2 J a W . SII in 0 � 1.50' MIN I II I I 1-6- 6' II II I — I O w _ a N _ _ 0 W W e (r 3- r It 3.6 F—\- e --I 3. —� 3.1 6' d+�- 6' HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE, 2. 4" X 4" FULL MORTISE BUTT HINGES MAX SHIM TYPICAL W000 BUCK ANCHOR INSTALLATION 1.25' MIN •• t MAX, SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION bd2lduopNNlll scua: N.T.S. CeiOftwro• Of vp Professional Regulation r.I Jill 5cls Home I Lop In I User Registration i Hot Topics i Submit Surcharge : Stats & Facts I Publications I FBC Staff I Bcis Site Map I Units I Search ®Product Approval USER: Public User Product Approval Menu > Product or Anpllcauon Search > Application Ust Search Criteria Refine Search Code Version 2014 FL# 4904.6 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications Subcategory: Swinging Exterior Door Assemblies FL# lvne Manufacturer Validated By Status F 4 4- Affirmation Masonite International National Accreditation & Management Approved $Z FL*: FL4904.6 Institute History Model: Wood -edge Steel Side -Hinged Door Units (804) 684-5124 Description: 6'-8" Glazed I/S and O/S Door w/ or w/o Sldelites Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies •Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email 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 marl to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: 0aM-2-730 Credit Bard Safe a- OD SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES p a J c 0 GENERAL NOTES uj 0 Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z 0 - Li THE FLORIDA BUILDING CODE AND WHERE PRESSURE _ REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ) V DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, h O DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ry 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUIRED ^ 3 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC = 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 5010 `y AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. y 5. PLASTICS TESTING OF LITE FRAME MATERIA.: TEST DESCRIPTION DESIGNATION RESULT fg�r Y`Z • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I u 25 7 � O DOUBLE DOOR UNIT W/SIDELITES a a WdPndmpNNA 1n Mn vI vI Nn vii vii vii vii vii m Cap kamm Nu_ o o -94 x / O V z a�cJ� U g1iLaU3:=1 ]oacw V j1n�> z <Vwow rn CiV1o?o o3axa c • • • • • ::20(o, o LJ zq�� N C4 N N SINGLE DOOR UNIr DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT WITH SIDELITE WrrH SIDE LITE WITH VENTLI o V 1D a Z WHERE WATER INFILTRATION PERFORMANCE IS 0411:. 71,1105 TABLE OF CONTENTS DESIGN PRESSURE RATING REOUIREO TO BE 15% OF DESIGN PRESSURE SHEET N DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING/ SGT[: N.T.S. X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -190 150.5 -50.5 omm. oY: SWS I TYPICAL ELEVATIONS k GENERAL NOTES XX 74 +50. -50.5 .5 -50.5 +19.0 -19.0 -+!5o.5 - OS 2 ANCHORING LOCATIONS do DETAILS OX or XO 75 +50.5 -50.5 +505 -50.5 +19.0 -19.0 +50.5 -50.5 CNK. ev 3 ANCHORING LOCATIONS k DETAILS 0X0 112.5- +50.5 -50.5 +505 -50.5 +190 -19.0 +505 -50.5 KURT BALTHAZOR op"MG NO.. OXXO 149 +50 5 -50.5 +505 -50.5 1 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. OWG-MA-FL0130-05 X - VENT 37.5 155 -55 0 +55.0 -55 0 N A N A /56533 SHEET i a 3 SELF IGNITION TEMP ASTM DI929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM 02843 13 4R TENSILE STRENGTH' I49' MAX. OVERAII FRAME w7DiH 21 " MAX 36.375" MAX. PANEL WIDTH 37 5" MAX. W/ASTRAGAL FRAME WIDTH n � ASTM 0638 7 SOR DIFF I49' MAX. OVERAII FRAME w7DiH 21 " MAX 36.375" MAX. PANEL WIDTH 37 5" MAX. W/ASTRAGAL FRAME WIDTH n � O W � o W � 6'3-{ �-- SEE OETAIL i _ _ 3' ILIIJII L "E" 3 "� c I 3^ G! 3 I 6 SEE MAIL 'C' I I I I 16" 6" 6' 6' III I B - A 6" 6" 3" 9 - Il�lr 6" 6' � II IL 3• 3' 3. 3' 3` 6" SEE OETA0. .`. d �-6" k �31 -1 k 3 10 S N w v i SEE OE`rNL ro• J Q Q 7 0 w w o ♦ G 10 6" M6dimbNAlA RNieWEd BY / JS x 2-1/2" x/10 x 2" #8 x 2-1/2" JIOx5/8" • #8 x 2-1/2" #10 x I" 0 #10 x 5/8" X10 x 3/4" x/10 x 2' DETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D"DETAIL "C" STRIK FRAME AS SHOWN. TYPICAL { 0.962" 1.3751 N.�.J r� T INSWING THRESHOLD OUTSWING THRESHOLD ;EE OETAIL C' 6' CL: un O OD U � Q Q (o Q (YJ Vl ¢ �O W C) Q ?ate to Z to U U � 3 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL IG (1/9' TEMP. GLASS) OOW 995` ALUM. DECORATIVE INSERT Aw \` a, sTEEE OR earn SPACER 1/2• SITE �/6 x 1-1/2• pHs DOW 995 �•.: E1L1EWR !rte TYPICALTYPICAL GAZING DETAILDETAIL DATE- 7/11/05 scA SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #IO WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH I- X i/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH ENO AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3" -� I 6.3 I I f 6 C 11 31 I II I I -- 6" 6" — I II I .o o r v W a SEE DETAIL W } "0" SHT 20_7 J `I J J w W K 0 W � Z In • 6 I II I I -- 6" 6" — I II I .o W J — 0 W — W e cr 3�J [—\- E Z6- 3" E i 6" �I 6' HARDWARE SCH 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2,14" X 4" FULL MORTISE BUTT HINGES 1.50" 1 25 w o V m MIN _ M25" MIN • 9 — 25" SHIM SHIM 11/C CL —I I— CL -. I I— Ad�dmbNNO DATE, 7 ., ,,., scut N.T.S .�-" {�: CtslitblonN0.:kQlaot, Ito - Z V owo er SW ,iR :r • ReriewBd 8Y i OmBevR �(� f„ c"K BY. oruwu+c no. TYPICAL WOOD BUCK TYPICAL MASONRY_�_Ra,� ANCHOR INSTALLATION ANCHOR INSTALLATION sHEEr 3 a REQUIRED INSPECTION SEQUENCE BP# it— - �z sSe Address: qs i Li / n* ST BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 77PIumbing Ins action IDescri tion Plumbin Underground Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final