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Home My WebLink About412 San Carlos AveIC:F,IV D JUN 30 2011 F D BY- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f l .' J 2 a J Dowmented Construction Value: $ 8 Job Address: 41 L An ' (On -vim Historic District: Yes No El ID: q ' 1 -51 LF -61 Zoning: , Description of Work: t . Plan Review Contact Person: I US ,T,,itle: PCW )+ Phone -35 ';:7 G 7( 75 E-mail: I(rl-n d-SPLl Property Owner Information V j G Name9,0)9t(- 1 1 Phone: b &([os AStreet: 11 Resident of property? City, State Zip i: JZ- , aft Contractor Information R _ NameyV 2s ` i'Lf —,fiOCan Phone: 1§A Stree Q 1226Y `7 t 1 193 Fax: J62--19LP111 c. City, State Zip: C() --r)& FU i State License No.: CC, Cit0g 17 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: Building Permit * Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: E -mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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 required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I 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 order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plant review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit w' 1 be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS COMMENTS: Rev 11.08 ZONING: eR 71:dn UTILITIES: ENGINEERING: LPI - 7 I ti Nwl qq Print Contractor/Age is me Signature of Notary -State of Florida 1Date V ANNE S. ROMANO MY COMMISSION # EE 029992 EXPIRES: October 21, 2014 fArFOf FIOQ\ oe Bonded ihru Budget Notary Services Contractor/Agent is Personallx4pown to Me or Produced ID Type of ID 1—, 1 WASTE WATER: BUILDING: // IMPROVING HOME IMPROVEMENT 8529 South Park Circle Orlando, Florida 32819 Bus: (407) 370-2872 Fax: (407) 352-6309 Limit edPower Of Attorney Date:" p 2-9111 To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint Christy Galas, Greg Galas, Naomi Case, Donna Malvar, Jennifer Fogel or Charity Schwingel, a permit service for Lowes, to be my lawful attorney in fact to act for me to register my license an apply to• S' a r)fv ij Fora ermit for work to be performed at P the location: Lot: Z s Bk: Sec Twp: Rge: c Subdivision -al V t t'W Parcel or Alt Key 4-50r" 101 '24 -05l U - ( dU '0 2-2() Address of Job I L, - jam, Ca- (as A Owner Of Property: And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerel , J er 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 anat . Sworn to and subscribed before t is day ofr') 20_ . Notary Public {SEAL) My Commission Expires: 10/21/2014 .P"V% ANNE S. ROMANO MY COMMISSION # EE 029992 s : EXPIRES: October 21,2014 r9 OF F100 Bonded Thor Budget Notary services i i" - WnaJwa+cOx.CFMAel1 Fay PROPERTY APPRAISER ahat,wo 5courrrvd. L§ 110f ¢. wvsrsr rosa.noa r•raee tr VALUE SUMMARY VALUESa 2010 W o Certifiednor GENERAL Value Method Cwt/Market Ccst/Maket Parcel Id: 30.19.31.51641100-f/?20 Numbarof Buildings 1 1 Owner. WHITTAKER ROBERT L 8 LORRAINE Depred Bldg Value $34,696 $41,202 Depredated EXFT $0 $0 Value Mailing Addrass: 412 SAN CARLOS AVE CIty,State,2:IpCode: SANFORD FL 327/1 Land Value Madua $19,154 $20,554PropertyAddress: 412 SAN CARLOS AVE SANFORD 32771 Land Value$0 $0SubdivisionNam: FAIRVIEW JusUMarlm Value s53,880 $81,756TaxDistad: S1-SANFORD Portablity Adj 50 s0Exemptions: SaveOur Hors Ad $0 $0mDor. 01 -SINGLE FAMILY Amendment 1 Ad $0 s0 Assessed Value SO 55.1,850 561,755 Tax Estimator 2011 1AXABLE VALUE WORKING ESTIMATE Ax[Auttliorlty AssesstnentValtle ExamptValues AxableValue County GonwW Fund 553,550 30 $53.550 Amvhdment 1 ad ustmenf /s not applicable to school assessmaril Schools s53,550 $0 553,550 q Sanford $53.850 $0 $53.880 SJWM Saint Johns WaterMah ement $53.880 $0 553.880 County Bonds 553.880 s0 $53,660 The taxable values and taxes aoralahlated using the erneht workin valamend the pfloryears, raved mlllage rates SALES 2010 VALUE SUMMARY Deed Date Book Page Amount VwJlmp Qualified 2010 Tax Bill Amount: $1.240 WARRANTY DEED 12/1982 01432 33 $37,500 Improved Yes 2010 Cenifled Taxable Value and Tates WARRANTY DEED 11/1979 01264 1442 $33,500 Improved No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1973 00"S 1510 $18,000 Improved Yes ASSESSMENTS Find Com rable Sates wtlin this Subdviskn LEGAL DESCRIPAON LAND PLATS: Land Assess Method Frontage Depth Land Units Unit Price Land Value FRONT FOOT d DEPTH 105 110 .000 210.00 $19,184 LEG LOTS 22 & 23 6 N 5 FT OF LOT 24 ELK 1 FAI RVIEW PB 4 PG 71 BUILDING INFORMA110N Bid Num Bld Type Y"Bit Flxtums Baso SF Gmss SF Living SF Ext Well Bid Value Est. CostNaw BhVcI1 SINGLE FAMILY 1957 3 925 1,305 1,245 CONC BLOCK $34,695 $53,379 eic fh Appendage/Sgft ENCLOSED PORCH FINSHED/320 Appendage/Sgft OPEN PORCH FINSHED/60 NOTE: (odes iickmied in Wag Area' Base, Upper Stay Base, Upper Stay Fitished, Apartment. Enclosed Porch7e.xl- FsusMQ6Base Semi Fihshed Permits TE: Assessed values alhasn we NOT cerflxxf values aid Therefore ore subpd fo cha'5e Thecae benA fns V fa ad vabem tax purposes. I) raced hased a homesteaded nexf tax tui be based en Jusf/Make vaW ti Ln is M STORE COPY o 0 TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES e applicable SUB -TOTAL TAX DELIVERY ORDER TOTAL BALANCE DUE Work is to commance upon reasonable availablity of Contractor which is anticipated to be rfill in date]. Estimated completion date is [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 contraciform. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated bN 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 .NRE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRN,T. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS 23 DAY OF Von e.2011 Lowe's Home Centers, Inc. By: t (Seal) IV Print Name: J6 - 219b Address r 3 City State.Provinoe Zip iPostal Code Store 1657 Project No. 328065220 for ROBERT WHITTAKER III co LOtO 781.161 °t a. 781.1 Seal) Co -Owner or witness ( Seal) Page 3 of 7 r - LO 0 U_ 0w HW U W co ti Lo ti co C0 N 47CO Florida Building Code OnliPERMIT# FFICEPage 1 of 3 AAittit BCIS Home ( Log In User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications ('FBC Staff SCIS Site Map links ( search Product Approval USER: Public User Product Approval Menu > Product or Aoolicatlon search > Application Ust > Application Detail FL # FL9539-R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Taylor Building Products Address/Phone/Email 631 N. 1st Street West Branch, MI 48661 800) 248-3600 Ext 241 kbulow@taylordoor.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emali Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Wendell W. Haney developed the Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9539 RI COI Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year Accepted Engineering Practice 2007 ANSI/AAMA/ NWWDMA 101I.S.2/A440 2005 ASTM E1886/E1996 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsnlcI3divp6Gn... 6/29/2011 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/31/2008 04/01/2008 04/03/2008 05/06/2008 Page 2 of 3 umma f Products FL 11MIodel, Number or Name Description 9539.1 a. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Single (X) Configuration Outswing or Inswing up to 6'8 in Height Lim se Installation Instructions Approved for use in HVHZ: No FL9539 R1 II INST 9539.1.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.1 for Design Pressure Ratings, FL9539 RI AE EVAL 9539.1.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 9539.2 b. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Single with Sidelite (XO or OX) Configuration up to 6'8 in Height (Utilizes Taylor Impact Sidelite) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9539 RI II INST 9539.2.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.2 for Design Pressure Ratings, FL9539 RI AE EVAL 9539.2.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 9539.3 c. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Single with Sidelites (OXO) Configuration up to 6'8 in Height (Utilizes Taylor Impact Sidelites) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9539 R1 II INST 9539.3.0f Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.3 for Design Pressure Ratings, FL9539 R1 AE EVAL 9539.3.pdf any additional use Ilmltations, installation Instructions Created by Independent Third Party: Yes and product particulars. 9539.4 d. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Double (XX) Configuration up to 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL9539 R1 II INST 9539.4.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.4 for Design Pressure Ratings, FL9539 R1 AE EVAL 9539.4.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 9539.5 e. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Double with Sidelites (OXXO) Configuration up to 6'8 in Height (Utilizes Taylor Impact Sidelites) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9539 RI II INST 9539.5.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.5 for Design Pressure Ratings, FL9539 R1 AE EVAL 9539.5.pdf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 9539.6 f. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Single with Sidelite (XO or OX) Configuration up to 6'8 in Height (Utilizes ODL Impact Sidelite) t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsn1 cI3 divp6Gn... 6/29/2011 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL9539 RI II INST 9539.6.pdf Approved for use outside HVHZ: Yes Verifled By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.6 for Design Pressure Ratings, FL9539 R1 AE EVAL 9539.6.1)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 9539.7 g. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Single with Sidelltes (OXO) Conflguration up to 6'8 in Height (Utilizes ODL Impact Sidelites) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9539 R1 II INST 9539.7.pdf Approved for use outside HVHZ: Yes Verifled By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.7 for Design Pressure Ratings, FL9539 R1 AE EVAL 9539.7.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 9539.8 h. Wood Edge Door - Opaque Insulated "Impact" Opaque Wood Edge Steel Door - Double with Sidelites (OXXO) Conflguration up to 6'8 in Height (Utilizes ODL Impact sidelites) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9539 R1 II INST 9539.8.adf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9539.8 for Design Pressure Ratings, FL9539 R1 AE EVAL 9539.8.Odf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: I ecpec, M CreditArF E1-1-s http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsn1cI3divp6Gn... 6/29/2011 Taylor Building Products, Inc 631 N. FIRST ST. WEST BRANCH, MI 48661 PH. (800) 734-0979 WOOD EDGE OPAQUE DOOR INSWING / OUTSWING IMPACT' 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FEC) structural requirements excluding the "High Velocity Hurricane Zone". 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 complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud framing 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. 5z 37.50" MAX. O.A. r FRAME WIDTH 2 2 o =9 Wo w= W O 0000 X O z 5 0 NO m ro TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS 3 HORIZONTAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING 6 BILL OF MATERIALS & COMPONENTS 5z 37.50" MAX. O.A. r FRAME WIDTH 2 2 o =9 Wo w= W O 0000 X O z 5 0 NO m ro oW. at EW aec rn WWH FL -9539.1 T 1 aF 6 MAX. O.A. DESIGN PRESSURE (PSF) SWING FRAME POSITIVE I NEGATIVEDIMENSION 37.50" OUTSWING X 60.0 60.0 80.50" 37.50" INSWING X 60.0 60.0 82.00" oW. at EW aec rn WWH FL -9539.1 T 1 aF 6 4 0 o ' nhf 3 1 3 1 z'agih7, 2 INTERIO z ig36 d 2"oa i z o EXTERIOR 3 2 HORIZONTAL CROSS SECTION 2 0 INTERI.O6 EXg@IO 20 0 1.187" 4f 35.75" MAX. 3.00" PANEL WIDTH ^ ~3 GCDFINGERJOINT CONNECTION TO IL a' HINGE & LATCH T— STILE ITEM#3 ITEM #5 BOTTOM 6 3 SnEE LATCH RAIL SHOWN FOR REFERENCE ONLY 1.697" CONNECTION o w o I j TYP ®HINGE & rn zd o o J_ LATCH STILES Z 2 o ui i°...... ao -'ter .. 1Fn 4 TOP RAIL - es it 1.697" u 1.692"ui o ; m r o7ry6OPTIONALCOMPOSITESTYLE 2 03124108 BOTTOM END (TYP. LATCH & :r,y,y,: mom N.T.S. HIDGE STILE) 2 7 LOCK BLOCK DETAIL 5 BOTTOM RAIL 5 _.` '• OK rr: WWH c DOOR PANEL ° N0 N0' 1 VERTICAL CROSS SECTION FL-9539.1 m° a 2 + 9fM7 _2_ OF_f_ 0 1-1/4" MIN. , t EMB. (TYP.) owsw 1/4- MAX. N w SHIM SPACE z w ^ TYP.) ` v :9 i z a !C4j p 11A 11 -- ff- o w161OB13 : g LL z N 0 N 2 3 X v 3 3 EX ERIO6 ` 26 C M R K Ile 3 HORIZONTAL CROSS SECTION 3 SHOWN_ Wf1X SUB -BUCK SUBSTITUTING CONCREETTEE SCREWS FOR SCREWS PER MAX SECTION 1714.5.4.2 OF THE FLORIDA 1-1/4" MIN. 1/4BUILDING CODE. 1-1/4" MIN. EMB. (TYP.) L SHIM SPACE 1/4" MAX. L EMB. (TYP.) TYP.) R -S SHIM SPACE `- p CTRICAL (TYP. TYPICAL 25 25 3 4 .. W 11 11A 11A 11 . 0 4 4 00^ p:'• w zz ' g ' ZZv0 0 13 13 T_ INT.ERIOB INTERIOR 09 a Zz ;, : z a., .•p 0. H 25 C 23 23 6 EXTERIOR 26 C 19 H K 1 K 28 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 3 x e N.T.S. EW m er WWH 3 C VINC N0. m FL -9539.1 a T_A_oF1 0 1" MIN. FROM 1" MIN. FROM MASONRY EDGE MASONRY EDGE MID) (TYP•) 2 ^ v m IW w f 25 11 JN V) 11A 13 C; U INTERIOR 1 VERTICAL CROSS SECTION 4 I QE614S XTERIO 13 2E 47 45 N t S 2-1/2" MIN. FROM 2-1/2" MIN. FROM 48 46 MASONRY EDGE MASONRY EDGE TYP.) (TYP.) z p j". 2-1/2" MIN. FROM 12-1/2" MIN. FROM MASONRY EDGE •jf MASONRY EDGE - - TYP.) (TYP.) 3 VERTICAL CROSS SECTION 4 y. 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP,) 4 VERTICAL CROSS SECTION 4 EW m ar WWH 3 c ItlIC NO- tc FL -9539.1 ° cn T 4 OF 6 a N t S 2-1/2" MIN. FROM 2-1/2" MIN. FROM M MASONRY EDGE MASONRY EDGE TYP.) (TYP.) z i 7 n m 2 b N '' d. • K a X e t 0xzS Ogg mOMaaS ° a a a 3 C cS m w S y N IIA 13 h gQpINTEHIOBEXTERIOR SECTION 82 92VERTICALCROSS 4 SHOWN W 1X SUB -BUCK SUBSTITUTING FOR SCREWS PERCONCRETESCREWS SECTION 1714.5.4.2 OF THE FLORIDA c BUILDING CODE. a 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP,) 4 VERTICAL CROSS SECTION 4 EW m ar WWH 3 c ItlIC NO- tc FL -9539.1 ° cn T 4 OF 6 a 2X BUCI MASONRY OPENING i r 4" w rnZ O 77:7-d 2X BUCK I m 25 W/2X BUCK INSTALLATION N W/1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 2 MASONRY TYP. INSWING OPENING P THRESHOLD SEE NOTE 2 - TYP. OUTSWING J THRESHOLD SEE NOTE 2 - NOTES: 1. 1/4" ELCO TAPCON ANCHORING 2X BUCK REQUIRE A MINIMUM 1" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT TAPCONS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. TAPCON LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS. IF TAPCON LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS, ADDITIONAL TAPCONS MAY BE REQUIRED TO ENSURE THE MAXIMUM ON CENTER DIMENSION IS NOT EXCEEDED. 2. 1/4" ITW CONCRETE SCREWS ANCHORING FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3" CLEARANCE TO ADJACENT CONCRETE SCREWS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. TAPCON LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS. IF TAPCON LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS, ADDITIONAL TAPCONS MAY BE REQUIRED TO ENSURE THE MAXIMUM ON CENTER DIMENSION IS NOT EXCEEDED. 3. 3/16" ITW CONCRETE SCREWS REQUIRE A MINIMUM 2-5/8" CLEARANCE 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. W O U 4zO 2X/BUCK INSTALLATION T O ui LATCH & DEADBOLT LOCATIONS 1X/BUCK 27 R INSTALLATION SEE NOTE 3 19 2X/BUCK 26 INSTALLATION STRIKE PLATE DETAIL p w dR WALE N.T.S. owc. er. EW aac en WWH FL -9539.1 7 5 or 6 m 4.562" { N4.562" { o 2. m M nN- 0 s zM= yypp O INN mq v i xi `oI " JAqB 11A POLYFlBER JAMB v 0 o L 8 S 3 emaa m v' E a a Lo004.563" I i) 2.139" 1o o NN at W51INSWINGTHRESHOLDm 52 DOOR SWEEP o U In 4.624" 5.437" O N C, 45 OUTSWING THRESHOLD 47 OUTSWING THRESHOLD QOS COMBO 4.562" i(IN OUTSWING THRESHOLD 46 QOSH BILL OF MATERIALS ITEM DESCRIPTION MATERIAL DATE: 0,3/2 C SCHLAGE GRADE 2 P515-052 KEYED LOCK SET STEEL A YALE 10OC—PASSAGE KEYED LOCK SET STEEL SCHLAGE GRADE 2 P515-069 MAXIMUM SECURITY DEADBOLT STEEL B YALE 820.SGLCYL DEADBOLT STEEL C 1/4" MAX. SHIM SPACE WOOD H 1 4" X 2-3/4" ELCO TAPCON STEEL J 1 4" X 1-3/4" ITW TAPCON STEEL K MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 2X BUCK SG >— 0.55 WOOD M 1X BUCK SG >= 0.55 WOOD N 1/4 X 3-3/4" ITW TAPCON STEEL P 1/4- X 2-1/4- ITW TAPCON STEEL R 3 16" X 3-1/4" rfW TAPCON STEEL T 11/4- X 3-1/4- ITW TAPCON STEEL 1 DOOR SKIN 0.019" THK. STEEL.F =35,305 PSI MIN. STEEL 2 FOAM CORE: 2.0 Ibs FP DENSITY, Boyer 245 POLYURETHANE HINGE LATCH STILE WOOD 4 TOP RAIL WOOD 5 BOTTOM RAIL COMPOSITE L3 6 COMPOSITE STILE BOTTOM END OPTIONAL COMPOSITE 7 LOCK BLOCK SPRUCE—PINE—FIR SG >- 0.42 WOOD 11 JAMB FINGER—JOINT—PINE SG >— 0.42 WOOD 11A POLYFIBER COMPOSITE JAMB POLYFIBER 13 WEATHERSTRIP FOAM 19 1 2" PFH WOOD SCREW8X2-1/2 " STEEL 23 10 X 3/4 A SCREW STEEL 25 10 X 2-1/2- PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 45 OUTSWING THRESHOLD OOS BY DLP ALUM./WOOD 46 OUTSWING THRESHOLD QOSH BY DLP ALUM./WOOD 47 OUTSWING THRESHOLD BY COMBO ALUM. WOOD 48 OUTSWING THRESHOLD OSHC BY DLP ALUMINUM 51 INSWING THRESHOLD BY DLP ALUM. WOOD 52 DOOR BOTTOM SWEEP VINYL m 4.562" { N4.562" { o 2. m M nN- 0 s zM= yypp O INN mq v i xi `oI " JAqB 11A POLYFlBER JAMB v 0 o L 8 S 3 emaa m v' E a a Lo 004.563" I i) 2.139" 1o o NN at W51INSWINGTHRESHOLDm 52 DOOR SWEEP o U In 4.624" 5.437" O N C, 45 OUTSWING THRESHOLD 47 OUTSWING THRESHOLD QOS COMBO 4.562" i(IN OUTSWING THRESHOLD 46 QOSH I 5.00" T OUT CW NG THRESHOLD OSHC DATE: 0,3/2 C scut: N.T.S. Mr. BY. EW FL -9539.1