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Home My WebLink About2849 Empire PlPOW JUL 7 015 BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION A 1A D Documented Construction Value: $ 0 OZ g pp u tion No• Job Address: 'Z 0 ZA Parcel ID:Ohap 1` po;o jpd`3 10 Description of Work: Historic District: Yes No Q Zoning: Plan Review Contact Person: Title: Phone•,3aa-33 la Fax:35Z- $Co E-mail:QnTt7_ Property Owner Information Nam c 1 D h\e 1 a S5\ S Phone: 0"1'32Z- 8u Iq Street: -.z 94Aq, Resident of property? City, State Zip:-Ct) l 321, Contractor Information Name Pf t,Clt',6' Phone:32°- Street -4-h- -(`'X ? , tt Fax: City, State Zip: State License No.: CLIC k5i_E L U Architect/Engineer Information Name: M Ir:) Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: — Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service – No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FDC) 731.135(5)(6) Florida Statutes. REV 07.14 Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. i understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 records of this county, and there may be additional permits requiredmanagementdistricts, state agencies. or federal agencies. from other governmental entities such as water Acceptance 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 of a plan review fee. A copy of the executed contract is required in ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when the permit is released. Signature of OwnertAgent Date Prmt OwnulAgentIs Name Signattrre of Notary -State of Florida Date Owner/Agent is _- Personally Known to Me or Produced iD Type of iD APPROVALS: ZONING: y • I UTILITIES: COMMENTS: Signature o ontiactor/Agent Date tALwtj"et.dAge.t 7 Signature of Notary State of Florida Date ot s`v r°Bi/o ANNE S. ROMANO MY COMMISSION Ii FF 166860 F EXPIRES: October 21, 2018 teTFe; FY Bonded Thru Budget Notary Services Contractor; Agent is__.. Personal ly Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING:—T-224--K Shall be inscribed with the date of application and the code in efleet as of that date (Code 2010 Fl3C) 731.135(5)(6) Florida Statutes. RI' -'V 07.14 IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint Christy Galas, Megan Constable, Gregory Galas, Naomi Mason, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Jared Davis 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: cn 1' C1 for a CJ0111( permit for work to be performed at: Lot: Blk: Sec: D(P Twp: EO Rge: 1 - Subdivision: u oc d'iV .0-a 1'V'Parcel or Altkey: b020 -Cb 03(4b Address of Job: 'Z'9 q Q E M Q 1 (k _? I Owner of Property: asps and to sign and do all things necessary to this appointment. Thank you forA10_rkr assistance. P ter Anthony Cafaro III Primary State Qualifier CGC1508417 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. Sworn to and su cribed be ore me this day of Ju ( 2014. Notary Public My Commission Expires: 10/21/2014 SEAL] 1 . PUel. b ANNE S. ROMANrO MY COMAgISSION If FF is ••, 1'ItY PUBIic ANNE S, ROMA pI! a ; ., MY COMMISSION i FF' Oo EXPIRES : OctobeBonr "% • ' ded Thru Buuu•! EXPIRES: October 21, 2018 ArfOF Ft°` Oc Bonded Thru Budget Notary seivkm LO mN mm LoLoW W H WUWM 00 o_ 01. NO0 t 0 M 1` 0 Ln ti 0_ 0 N Ln M co 0 Ti 0 O L;% 0 N STORE COPY TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES where applicable SUB -TOTAL $ 842.8 TAX $ 0.0 DELIVERY $ 0.0 ORDER TOTAL $842.831 BALANCE DUE Work is to commence upon reasonable avaiillab lity of Contractor which is anticipated to be 0 [fill in date]. Estimated completion date is / 1Sai[ fill in date]. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO. PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM - Store 1657 Project No. 446036998 for STEPHANIE CASSIS Page 3 of 7 co Ln a LOv m in MN CD ^ m n Lo O% O O W NtO H M W ti W O W t Ln ti L- CLQ O M co O M O O 0 N AND IT IS RECOMMENDED THAT YOU CONS -ULT AN ATTORNEY. WITNESS OUR ND( ) AND SEAL(S) BELOW THIS -40 7,k DAY OF Lowe's Horn Centers LLC /I By. -- rye-J L121- Print N e: Jy 4/ 11 `11 J -e S. a2(A..,/U Address City State / Province Zip / Postal Code Customer acknowledges receipt of a true coDv which was comDleteiv STORE COPY Seal) Seal) Owner Print Name } Co -Owner or Witness ( Seal) Print Name in prior to Customer's execution hereof. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of this right. Store 1657 Project No. 446036998 for STEPHANIE CASSIS Page 4 of 7 RECORD COPY 1City of Sanford' Building and Fire Prevention Product Approval Specification Form CSANFORDPermit # # 5 _ 2 2 2849 EMPIRE PL SANFORD, FL 32773ProjectLocationAddress 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.floridabuilding.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 Description Florida Approval # include decimal) 1. Exterior Doors Swinging THERMATRU STEEL 15225.3 Sliding Sectional Roll Up R10-112-AlEir MR CODE COMPLIANCE Automatic zscl Other LAN EXAMINER 2. Windows i I Single Hun Horizontal Slider Casement Double Hun Fixed Awning SANFOR BUILDING -DIVISION LL BE CONSTRUED TO BE A Pass Through Pro'ectedVISIONS LICENSE TO PRO XED WITH THE WORK OF THE TECHNICAL Mullions Wind BreakerREC CODES, NOR SH L ISSUANCE OF A PERMIT NOF ERRORS IN PLANS, Dual Action CONSTRUCTION OR VIOLATIONS OF THIS CODE Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including 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) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. 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 U Florida Building Code Online 1 . s 1 « i• Cir nd o BCIS Home I Login : User Registration Hot Topics Busines.. _5 Professibnal4:2!USER: Pct seroval Regulation Page 1 of 1 R!J!rxlaJi}!!!IIII}IlirF Product Approval Menu > Product or ADDlication Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Ap lications 2014 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Refine Search 15225.3 ALL ALL ALL ALL ALL ALL ALL FL# Type t anufa_ rer Submit Surcharge Stats & Facts ; Publications I FBC Staff BCIS Site Map Links Search R!J!rxlaJi}!!!IIII}IlirF Product Approval Menu > Product or ADDlication Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Ap lications 2014 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Refine Search 15225.3 ALL ALL ALL ALL ALL ALL ALL FL# Type t anufa_ rer Validatgd By Status FL15225- Revision Therma-Tru Corporation FL#: FL15225.3 Ryan 1. King, P. E. Approved R2 History Model: c. "Fiber -Classic" and 'Benchmark by Therma-Tru" 813) 787 - Description: 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and 8283 without Sidelites. Inswing and Outswing Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies FL1522 - Revision Therma-Tru Corporation FL#: FL15225.3 Ryan 1. King, P. E. Validated R3 Model: c. "Fiber -Classic" and "Benchmark by Therma-Tru" 813) 787 - Description: 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and 8283 without Sideljtes. Inswing and Outswing Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monroe Street, 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 mail to this entity. Instead, contact the office by phone or by traditional mall. If 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 emails 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 Accepts: Mau- c fxl Mmm Cr !S, E http://www.floridabuilding.org/pr/pr_app_lst.aspx 7/1/2015 THERMAOTRU105 50 MAX. OVERALL FRAME WIDTH — OVERALL WIDTH = _: F3 jy o 1 2 3 1 2 3 .U' 5 5 5 j 5 5 5 - Z &':a'' THERMA TRU DOORS T- 1 ILar 1 B INDUSTRIAL DR., EDDERTDN, OH 43517PiIr - f _- j ,•••., •.••'..• %/. J O Ip 10 i 1' IC I"_1 'I 1' 1, i. 1, ,1 i, ,I I y •\\\ N i„i OI i I' 'I 1' 'I I it I' 'I I' '// '• \\ 2 O ap ti o n z D (V p lIr1111rl11itI, ,I i, ,1 II II II it 'I I' '1 I' 'i i' (1 1' a -.6Fiber-Classic and Benchmark b Therma-Tru I I 1a ZY > (, 4IT it I, I II II II 4 1 I, ` Z Em 2 m O 5 I '1 II II' 'III 11 it p+ sm oa t556'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS E cW/ & WOUT SIDELITES z a° a INSWING /OUTSWING I0II " I I I I i II ' „ ,I i 11 I I I 1 r I I I I II ,1 1, ,I ;, ,' 1, T INSULATED FIBERGLASS DOOR WITH WOOD FRAMES y ! S •w ;A ___ 666 Ja 1Wb 1 2 3 4 5 6 1 2 3 4 5 6 cr o fGeneralNotes6666666666660 DOUBLE W/ SIDEUTES OXXO SINGLE W/ SIOEUTES OXO j tiw1. This product anchoring drawing has been developed in compliance with the 5th Edition MAX DESIGN PRESSURE MAX DESIGN PRESSURE 2014) Florida Building Code (FBC) excluding the"Hi h Velocity Hurricane Zone". See the 3 a c, 40.0 -40.0 = w ' Certification Agency Certificate for saes, specifications and ratings. W wIn m a L 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment o a Llnubasematerialshallbebeyondwalldressing, stucco, foam, brick and other wall 37.50" MAX. 74.50" MAX. 53.00" • _ o coverings. '{ OVERALL OVERALL WIDTH OVERALL WIDTH a a °- WIDTH 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. 1 Y 2 3 1 2 3 m All other fastener types to be installed following fastener manufacturer's installation s 5 5 5 5 5 instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as q q f' h q I II O.H. I I N x 5 '1 I' it 1' S 4specifiedbythefastenermanufacturerbutinnoinstanceshalltheybelessthanshownin > c , , , , n I' '' I' ' '' '' '' ' '' ' ' 4 'i i' ' i i' ' i i' w Othisdrawin5g5g31IJ5O.H. 5s '1 i' '' 1' i g t L- -51 5. Where shims are used, they must be a ligid ! stiff' material that complies with the rr 5 5 requirements of the FBC. 5 LL I I I I I I I I I I 1I, ,1 I, ,I 1, 6. Positive and negative design pressure requirements for use with this drawiN shall be y ; I Y 9 Y• Y '• determined by others for specific jobs in accordance with the governing code. h e 7. Site conditions not covered by this drawing are subject to further engineering analysis. 4 5 6 g a 3 6 6 6 4 5 6 1 2 3 4 5 6 SINGLE X 6 6 6 6 6 6 6 6 6 ^ p i MAX DESIGN PRESSURE DOUBLE XX SINGLE W/SIDELITE OX pA, 2/21/12 u 67.0 -67.0 MAX DESIGN PRESSURE MAX DESIGN PRESSUREo 55.0 -55.0 +40.0 -40.0 scAu: N.T.S. owc. BY. JK m LOC_ K_ HARDWARE MFG A SERIES CHK. BY. LFS 3 Wu+nNG NO.: KWIKSET SIGNATURE SERIES LATCH FL-15225..3-68 " KWIKSETSIGNATURE SERIES 780 DEADROLT p SHEET 1 of 6 R L) TABLE OF CONTENTS SHEETS DESCRIPTION 1 Typical elevations, design pressures 8 general notes 2 Buck anchoring 3 frame anchoring 4 Flame anchoring & bin of materials 5 Horizontal &vertical cross sections 6 Vertical cross sections 44" 4 4- 4- 4- 1 -1 - 4 0Y., IMULLION II MULLION z QD Z0SHOWNFORSHOWNFORIIII0 MASONRY MASONRY -7- 4 MASONRY7 G TYP. HEAD OPENING TYP I I JAMBS HEAD 11 HEAD 11 . 0 6 5` waJAMBS & JAMBS 0II \ Na 7 5 t . a: 0 2X BUCK-/ REFERENCE 2X BUCK-/ TYP REFERENCE OPENING OPENING II II VVV A CZ0v2XBUCK-/.- X ui ci MULLION I It j3d SHOWN FOR 6 II C6 C5 II REFERENCE II 6 II II II II II II o z SINGLE DOORSINGLE W/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING MASONRY_) OPENING NOTES: I. 2X buck min. S.G. a 0.55. 2X BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance to mortorlDints. Z Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorMnts, additional concrete anchors May be required to ensure the "MAX. ON CENTER"dimension are not exceeded. 1. Concrete anchor table: ANCHOR ANCHOR MIN. ` - MtN' CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TOAD.LACENr II\ II II 4 TYP. HEAD LASTRAGAL Ewe ANCHOR ITW 1/4" 1-1/4" 7 4" TAPCONO HEAD II REFERENCE II SHOWN FOR ELCO 1/4r 1-1/4" REFERENCE 4" ULTRACONO BUCK 1 444-8 4- 4- 4 4- 4- II a II\ II II 4 TYP. HEAD LASTRAGAL MULLION4IISHOWN FOR MULLION IITYP. REFERENCE SHOWN FOR JAMBS ii HEAD II REFERENCE II SHOWN FOR JAMBS II REFERENCE 2X A BUCKII ASTRAGAL SHOWN FOR II MASONRY REFERENCE II II II If C; DOUBLE DOOR BUCK ANCHORING DOUBLE W/SIDELITES BUCK ANCHORINGOPENING SME N.T.S. Dn. BY. JK M LFS DRAWING NO • a FL -15225.3-68 sHm 2 or 6 0 D" "E" F.3 --I h- 3" I MULLION SHOWN FOR j of REFERENCEI SEE EMBEDMENT TO MASONRY 2X BUCK INSTALLATION PAIRS 30 BUCK INSTALLATION o/ 1X d.0 TYP. HEAD & JAMBS ANCHOR I _jL C„ „D„ "E- VIEW "C"—"C" SINGLE DOOR WISIDELITES cn lo r. KON rr//// C" j of IN SEE EMBEDMENT TO MASONRY n PAIRS 30 N N — z 1 ANCHOR TYP. giti350 1.1/4" TYP. ri TAPCON 3" —1 1- r T Q~ N 3/16" to —TZ 0Z g Ew m° 1-1/2" UJ W.2Z K WU N e d a " m aW w0 = Q K° C14 q Q a ao z et U O Q: SEE 4" rr//// MIN.. MIN. CLEARANCE DETAIL o SEE EMBEDMENT TO MASONRY n DETAIL N N — z 1 ANCHOR ITW ® giti350 1.1/4" 2" ri TAPCON T r llllllll AUN': 3/16" r " D" A. 7" 7. " 6" I in N MULLION w `* SHOWN FOR _ i2 .2 _ REFERENCE BUCK INSTALLATION BUCK INSTALLATION HEAD & JAMBS U Ci Un 16 to SEE - 5 DETAIL "2 e. A" 11 5 W/2X BUCK INSTALLATION W/1X BUCK — 9 INSTALLATION TYP. HEAD & JAMBS D_ DETAILE " 1 9 i WK w WN C" "D" A" "B" A" VIEW "E" -"E" ^ VIEW "D" -"D" SINGLE DOOR W/SIDELITE VIEW "B" -"B" SINGLE DOOR VIEW "A' -"A" SHOWN W/ OPDONAI CORRUGATED FASTENERS. REM /JO OW ALL SIDEUTE TO DOOR JAMB CONNECTIONS) SIDEUTE NOTES: 1. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each vertical jamb, from the top down at 13.5, 31", 48.5'& 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6" X 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR rr//// MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TOADJACENT z EDGE ANCHOR ITW ® giti350 1.1/4" 2" ri TAPCON Z aD llllllll AUN': 3/16" to —TZ 0Z g Ew m° 1-1/2" o S tg 9 0 N e d a " m ad 0o K° E 01 Li nri ao z D_ DETAILE " 1 9 i WK w WN C" "D" A" "B" A" VIEW "E" -"E" ^ VIEW "D" -"D" SINGLE DOOR W/SIDELITE VIEW "B" -"B" SINGLE DOOR VIEW "A' -"A" SHOWN W/ OPDONAI CORRUGATED FASTENERS. REM /JO OW ALL SIDEUTE TO DOOR JAMB CONNECTIONS) SIDEUTE NOTES: 1. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each vertical jamb, from the top down at 13.5, 31", 48.5'& 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6" X 13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TOADJACENT EDGE ANCHOR ITW ® 1/4" 1.1/4" 2" 4" TAPCON ITW TAPCON® 3/16" 1-1/4" 3" 1-1/2" 0 B 0 DETAIL "6" W/2X BUCK2 INSTALLATION W/1X BUCK INSTALLATION 12 I C 1 DETAIL "1 " W/2X BUCKqTINSTALLATIONW/1X BUCK INSTALLATION DETAIL "2" B 1 C 1 ' DETAIL "4" i w o¢ f N O 6 0 C z c 2121112 z N.T.S. BY. JK er: LFS 3 NO N0: R 15225.3-68 3 OF 6 T- VIEW "C" -"C" E" vl= -. IN n 0 7" PAIRS 30 j `, o 3.• 7 l- ' r TMr 3" I II I I II 11LillII SEE NOTE 311 A SHEET 3 11 SEE DETAIL II 1 ASTRAGAL) I MULLION C SHOWN FOR II SHOWN FOR REFERENCE p REFERENCE ONLY II STEEL 16 II16 16 STEEL 4 5 1 II STEEL C" "E.• DOUBLE DOOR W/SIDELITES y A" I t 4 3-- i 3" 1 6" A W/2X BUCK I ^ ZINSTALLATION ¢ o SEE DET 3L 1I W/2X BUCK A a W/1 X BUCK _ _ w IIINSTALLATION INSTALLATION w a - - z - /I W/1 X BUCK TYP. HEAD N in x ASTRAGAL INSTALLATION 9 d: 6 JAMBS i SHOWN FOR IITYP. HEAD & ^ p REFERENCE n JAMBS _ ONLY II SEE II DETAIL "4' ¢ 11 SEE o - - 16 16 DETAIL 16 WN cs _ N 5 5 12 1 VIEW "E" -"E" DOUBLE DOOR sNom wl OPnwk CORRUGATED FASTENERS, ITEM 130 " ALL Swam TO DOOR .IWB CONNECTIONS) W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 0 C Material STEEL 1 STEEL STEEL DETAIL "1 " Item DESCRIPTION A 10 x 2-1 2 PFH WOOD SCREW B 10 X 1-3 4 PFH WOOD SCREW C 10 X 1 PFH W000 SCREW 1 10 x 314" LG. PFH WOOD SCREW Hine to Frame STEEL 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-112' LG. PFH WOOD SCREW STEEL 4 Z4:; x 2-3 4•' PFH ELCO OR ITW 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 3116" x 3-114" ITW PFH CONCRETE SCREW STEEL 12 1 4•• x 3-114" ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1/4" X 2-114" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB SUGAR PINE. SG >= 0.34 WOOD 21 3 4' THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2"' X 1" X 25 CA. CORRUGATED FASTENER STEEL B 1 C 1 DETAIL "4" A" W/2X BUCK INSTALLATION 3 0 W/1X BUCK 11 INSTALLATION I ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. i w : oa 1 N O 1 z i 2121112 N.T.S. BY.. JK BY: LFS 3 NG NO.: D n 15225.3-68 4 OF 6 0 1 HEAD JAMB iuwU shown z. AZ r 1. 25 2 Ua INTERIOR EXTERIOR 2 HEAD JAMB To wood frame Inswing shown R EXTERIOR 2S MAX. SHIM SPACEL--I.IS'MIN. EMB. 1.25' MIN. EMB. TYP. 41 VERTICAL SIDE JAMB To 2x sub -buck Inswing shown z y mry 2X BUCK < A N INTERIOR EXTERIOR 3 HEAD JAMB To 2x sub -buck Inswing shown INTERIOR EXTERIOR 0.15 MIN. C -SINK 025' MAX. SHIM SPACE 1.15'MIN. EMB. 5 VERTICAL SIDE JAMB To wood frame Inswing shown 1X BUCK dii oy i U N 9 r N INTERIOR EXTERIOR 1 HEAD JAMB i uwU shown z. AZ r 1. 25 2 Ua INTERIOR EXTERIOR 2 HEAD JAMB To wood frame Inswing shown R EXTERIOR 2S MAX. SHIM SPACEL--I.IS'MIN. EMB. 1.25' MIN. EMB. TYP. 41 VERTICAL SIDE JAMB To 2x sub -buck Inswing shown z y mry 2X BUCK < A N INTERIOR EXTERIOR 3 HEAD JAMB To 2x sub -buck Inswing shown INTERIOR EXTERIOR 0.15 MIN. C -SINK 025' MAX. SHIM SPACE 1.15'MIN. EMB. 5 VERTICAL SIDE JAMB To wood frame Inswing shown J o_ Cr > n y 5 y m O Q: oOr SCALE: N.T.S. DWG. BY. JK cNK en LFS DRAWING NO - FL -15225.3-68 sNEET 5 of 6 diii Zr 001 t In ng.` om 8,0 g vzyxZO U l 8L 9mo`a maa VN LL CO c 4i N J o_ Cr > n y 5 y m O Q: oOr SCALE: N.T.S. DWG. BY. JK cNK en LFS DRAWING NO - FL -15225.3-68 sNEET 5 of 6 INTERIOR z °: m 4 VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR z o: m 1VER17CAL CROSS SECTION 6 Outswing configuration N.T.S. BY. JK BY. LFS NC NO.: 15225.3-68 6 oa 6 N Y' Loan w CO INTERIOR EXTERIORa 0 i Z9 INTERIOR EXTERIOR EXTERIOR INTERIOR r ? r( g oW 5 H z n z n 20 —1 z f i° 13 13 21 12 m a 13 16 16 a Zo N W 1_1 VERTICAL CROSS SECTION e VERTICAL CROSS SECTION /3 VER17CAL CROSS SECTION N6Inswingconfiguration6Outswingconfiguration 6go INTERIOR z °: m 4 VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR z o: m 1VER17CAL CROSS SECTION 6 Outswing configuration N.T.S. BY. JK BY. LFS NC NO.: 15225.3-68 6 oa 6 City of Sanford D Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address 1 and complete parcel I.D. number. Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). iK A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). 1I Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). i I1-wo (2) copies of the floor plan indicating size, type and location of windows/doors. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. 717ese guidelines were compiled to assist the al.7plicant in preparing a lvindows / doors perinit applicution and inq not he coinplete. The applicant is required to meet all City of Sanford, state, and federal code requirements. March 2013 JIVJNZ v.utJLJJv J.J.\AAJJV iJ Vi\ 1.0=1 NZ V JJJ.\ V... BP# a(flv _ Address: Z94er fx(19(2 f -- BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 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 r Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Sin le amil Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAI; PERiViIT `. Min Max Inspection Description Electric Underground Footer [Slab Steel Bond' Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final nrr .'t:..nal..wr• "'-vino w• .e ti .i r an, 1 Jr:1 U r4 Kv^',%gijEG nlis'Lt7J:S1'v"" .„=U !4 PLU!''.Ilv;CsPE1tIIr;Ji(:..;: ..t:y` Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2°a Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final P-. NICALERNi1IT " 1VIECIiA Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final