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WS-09-880Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -1181' 14 Permit Number: WS -5 -09 -880 Scheduled Inspection Date: June 30, 2009 Inspector: Bruhn, Norman Owner: ARNOLD, WILLIAM Job Address: 746 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060141660 Phone: 786- 298 -7624 Building Department Comments REPLACE FRONT DOOR Passed di,�/,//e,: Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cli I....e 90 9flAfl For Inspections please call: (305)762 -4949 D.,..e 7(1 ..f •A (pt%‘orii N?ir. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 MAY 2 7 2009 IT Permit No. R Master Permit No. V \I S 09- 81V V Permit Type (circle): Building \ ` Roofing Owner's Name (Fee Simple Titleholder) I.A\Vo►R' - IN Phone # ®S -7-1► "13N, Owner's Address %10 V.\,., `� City \ - SAO s State 'c-\..0 8,a4 Zip 3-bv2 a Tenant/Lessee Name ‘'S t Pr Phone # Job Address (where the work is being done) --k`k tz. N 6 ckkA. S \— City Miami Shores Village County Miami -Dade Zip 3°3\ -'s FOLIO / PARCEL # \\ ZY106 — (3‘.A.-•\.k0 60 Is Building Historically Designated YES NO X Contractor's Company Name LIctE:tliCYCL- C \-WkW kPhone # jO aS(p 141 Contractor's Address (.).•\ d32 c` A CO CC:AVc City C A - V . ' n , - „ '\ � State �” U&A Zip �` Qualifier Name ���ns � `Pr cC tt• Phone # State Certificate or Registration No43 sC".1■0 b- Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ $?92o 67 Square / Linear Footage Of Work: Type of Work: DAddition OAlteration ONew g Repair/Replace ❑ Demolition Describe Work: gefAe-e ******:x***** ******* :: ***** ** * *** x*** ** Fees******* ** ******* ********** * *** ** * * ********** Submittal Fee $ •'Q Permit Fee $ 11n �0 CCF $ 1- c0/CC Notary $ rr ,",,�' Training/Education Fee $ 0 '� Technology Fee $ O�. ' N Scanning $ U�c' 00 Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 ) • 15 . DPBR $ Zoning $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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 AN IDAVIT: I certify that all 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing instrument was ac owledged before me thi3 day off)/ I L , 200 , byG1 � /Ll�/--)� ,€AIOt , who i ersonaily k-7------)own toor who has produced As identification and who diddake an oath. NOT NOTARY PUBLIC: Sign: Print: &Ro Sbikl mist -le,! n/ My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** /0-("A 0.0Py . CAROL SONENSHEN '•*' MY COMMISSION # DD 692007 ** 8ORIRIE&A 4R6 t4 * ** ;if • {j:` Bonded Thru Notary Public Underwriters APPLICATION APPROVED BY: (Revised 07/10/07) Contractor The foregoing instrument was acknowledged before me thi day of 74P/e/t , 20 09, b)J f1°l.C:5 who is personally known to me or who has produced I1/.ES (/ t t AI$f as identification and who didiyake an oath. Nor, NOTARYJUBLIC: Sign: Print: l:3°Qlr My Commission E fires * * * *Px ISl 9Htrttit. * ** MY COMMISSION # DD 692007 EXPIRES: August 9, 2011 Bonded Thru Notary Pub1a Undenvdtera Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 11- 3206-014 -1660 THE UNDERSIGNED hereby gives notice that improvements 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. 111111111111111 1 11111111111111111111111111111 CFN 2009R041 1'962 OR Bk 26893 P9 3745; Ms) RECORDED 06/08/2009 12:37:28 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: MIAMI SHORES SEC 3 PB 10 -37 LOT 8 & E1/2 LOT 9 BLK 65 746 N E 94 STREET - MIAMI SHORES, FLORIDA 33138 2. Description of improvement: ENTRY DOOR INSTALLATION 3. Owner(s) name and address: WILLIAM A ARNOLD & VIVIANE GUTTER 746 N E 94 STREET - MIAMI SHORES, FLORIDA 33138 Interest in property: 100% Name and address of fee simple titleholder. WILLIAM A ARNOLD & VIVIANE GUTTER 4. Contractor's name and address: SUPERIOR REPLACEMENT WINDOW & DOOR, INC. 21032 S W 91ST COURT - CUTLER BAY, FL 33189 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: EASTERN FINANCIAL FEDERAL CREDIT UNION 3700 LAKESIDE DRIVE - MIRAMAR, FLORIDA 33027 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, STATE Oyth aQ, C(at1 /YOF pgf3E ,. Name and address: ,,d, 8. In addition to himself, Owners designates the follvwin iftifPNIktrecitLypiajioTh—fraf the Lien rtd Counly Courts D.C. in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a digjeNnt date is specified) tI& Signature of Owner Print Owner's Name VIVIANE GUTTER Swom to and subscribed before me this 3 day of axe , 20 ZEI. Notary Public Print Notary's me My commission expires: 123.01 -52 PAGE 4 8/02 Prepared by l' V ,tit ' e GogeA, V Address: J AA/ .ctl Public • etas of Florida ally Commission Expire:Jolt 2011 Con n • DD 64447 eradedibraighNolomiliolarg urn Over for Instructions —• • • ••• fi r•: • •• •• • • • • • • • • • • • Homeowner viviane Gutter Property address 746 NE 84th Street, Mord Shores, FL 33138 Comments ge DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Drawn by: Fadhada Deeigr Miami Shores Villa APPROVED I BY \ 0 Q r. & Door, Inc 4 Fax. 305256.9411 O- W Z O N BLDG DEPT OM0 44 C M ED R w Imomnv tiigf 2 7 2t" • •• • • • • 7 • • • -...• • r • .Replacement % • Uc. # 038S00463, SC 91 Court, Cutler Bay, FL, 33189 F Mark Window / Door Type Width & height CalcP' •E i _. g 1 Thrematru - Classic Craft fiberglass Impact Resistant Door, 36" x 80" Outswing •'Fe0' ; • ; approved for use in the HVHZ, no shutters required. • • • • r: • .: 6 • • VC ••• Florida Product Approval # FL - 7730 -R1 (Product 7730.20) •••..7, t • •• .-)• —• • • ••• fi r•: • •• •• • • • • • • • • • • • ENGCO, Inc. Engineering Services - CA 8116 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585-0304 Pager: (954) 209-8591 Fax: (954) 585-0305 Email: Engco@AOL.com REF.#: w 09-86 Date: 4/20/2009 Contractor: Superior Window/Door Replacement 21032 SW 91 Court Miami, FI - 33189 Job: Vivienne Gutter 746 NE 94 Street Miami, FI 33138 Wind Load Calculation for Components and Cladding under ASCE/SEI 7-05 (method 2) Florida Building Code 2007 Building Mean Height 13.00 Cladding Elevation 13.00 Feet Feet Minimum Width 39.00 Feet Roof Slope Buildings with MRH<= 60' and 60'<MRH<=90' (MRH=Mean Roof Height) Roof Slope Reduction Factor 1.00 Import. Factor ( 1) 1.00 (Section 6.5.5 - Categoryl- 0.77 Category II - 1.0 Category III & IV - 1.15) Basic Wind Speed 146 mph (Section 6.5.4) Dade County Exposure C a Zg (Section 6.5.6) 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country , grasslands and all water in hurricane prone regions Building Type Enclosed (Enclosed, Open, Partially Enclosed - Section 6.5.9) Use section 6.2 definitions Kd - Section 6.5.4 0.85 0.85 use of .85 with Load Combination specified in 2.3 and 2.4 KZ - Section 6.5.6 0.85 Kh - Section 6.5.6 0.85 Kzt -Section 6.5.7 1.00 To be used when hill heioht H >= 15' Velocity Pressure (qz) 39.37 Psf Velocity Pressure (qh) 39.37 Psf qz=0.00256. Kz. Kzt. Kd . VA2 . I qh=0.00256.Kh Kzt. Kd VA2 . I Section 6.5.10 Section 6.5.10 Tributary Area 10 ft2 GCpi ( Int. Pressure ) 0.18 -0.18 Section 6.5.11.1 GCp ( Ext. Pressure ) zone 4 + 1.00 (Section 6.5.11.2) zone 5 (+) 1.00 .44* • • • . • • positive wrnd "bad Pr •••• Psf • 1 111000 • • . 4 • • 46.5 . zone 4 (- -1.10 zone 5 (-) -1.40 negative Psf -50.4 • • " zone 5 •••••• 46.5 -62.2 00 •• • • • • • •••• • • •••••••/* • • 47 INCHES Eild 4one (al••• • •Notatiorl:•(a).-411% of the ieslamension or 0.4 of mean roof height, whichever is smaller. • • !Also (a) mast not be less Cos eiiher 4% of the least dimension or 3 feet. • ENGC1 INj?S NOT•41WerIFIE JOB SITE • • WIND edit BASED OticoONFT•RAcTOR INFORMATION. THE cit.8154TED DESIGNED PRESSURE MUST NOT EXCEED THE portJET APPROVAL DESIGNED RATING. Zone 5 for units located less than 4T from building comers Sheet W1/1 4/20/2009 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Florida Building Code Online BCIS Home 1 Log In User Registration I Hot Topics unt Product Approval USER: Public User Submit Surcharge I Stats & Facts Publications FBC Staff 1 BCIS Site Map Unks Prgalct.ppprrvAl Merip > Product orp _piicatjgrt Search > AppILcationLig > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email FL7730 -R1 Revision 2007 Approved Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson @tttechnologies.us Steve Jasperson sjasperson @tttechnologies.us • • • tip: / /wArtv.froridabuiidi ig.org/pr /pr app dtl. aspx? param= wGEVXQwtDotuEQUn9GHIx8upWcoIUEk45oGfDSIWL28 %3d 5/26/2009 • • ' Florida Building Code Online Page 2 of 5 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 Product Approval Method Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Wendell W. Haney PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received FL7730_R1_COI_CERT OF INDEPENDENCE.pdf Standard Accepted Engineering Practice ASTM E1300 ASTM E1300 TAS 201, 202, 203 Method 1 Option D Year 2007 2004 2002 1994 . . . • • titpp: / /wv v iloridakal rig.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgtuEQUn9GHIx8upWcoIUEk45oGfDSIWLg8 %3d 5/26/2009 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/20/2008 07/08/2008 07/13/2008 09/15/2008 Page 3 of 5 Summary of Products FL # Model, Number or Name Description 7730.1 a. "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R1 II INST 7730.1.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7730_R1_AE_EQ- E84- 00- 04.pdf FL7730_R1_AE EVAL 7730.1.pdf Created by Independent Third Party: Yes 7730.2 b. "FiberCiassic ", "SmoothStar ", "ClassicCraft" or " ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R1 II INST 7730.2.pdf Verified By: Wendell W. Hanye, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7730_R1 AE EQ- E84 -00 04.pdf FL7730_R1 AE EVAL 7730.2.pdf Created by Independent Third Party: Yes 7730.3 c. "FiberClassic", "SmoothStar ", " ClassicCraft" or " ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL7730 R1 II INST 7730.3.pdf ... • . . . • • I? ttp: / /www.floridabarildipg.org /pr /pr app_ dtl. aspx? param= wGEVXQw0NtuEQUn9GHIx8unWcolUEk45oGfDSIWL28 %3d 5/26/2009 Florida Building Code Online Page 4 of 5 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7730_R1 AE EQ- E84- 00- 04.pdf FL7730_R1_AE EVAL 7730 3.pdf Created by Independent Third Party: Yes 7730.4 d. "FiberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730_R1_II_INST 7730.4.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7730_R1_AEEQ- E84- 00- 04.pdf FL7730 R1 AEEVAL 7730.4.pdf Created by Independent Third Party: Yes 7730.5 e. "FiberClassic ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" Series 6'0 x 6'8 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730_R1_II_INST 7730.5.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7730_R1 AE EQ- E84- 00- 04.pdf FL7730_R1_AEEVAL 7730.5.pdf Created by Independent Third Party: Yes 7730.6 f. "FiberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" Series 6'0 x 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL7730_R1_II_INST 7730.6.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes .... • • • . • .. • • :••'11. p: //w lorida ild ng.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgtuEQUn9GHIx8unWcolUEk45oGfDSIWLg8 %3d 5/26/2009. Florida Building Code Online Page 5 of .5 Design Pressure: N/A Other: See INST 7730.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Evaluation Reports FL7730_R1_AE_EQ- E84.- 00 -04. pd f FL7730_R1_AE_EVAL 7730 6.pdf Created by Independent Third Party: Yes Back Next DCA Administration 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 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: • ••• • • :••114://wwwilloridatutildtrig.org/pr/pr app_ dtl. aspx? param= wGEVXQwtDgtuEQUn9GHIx8upWcolUEk45oGfDSIWLg8 %3d 5/26/2009 THERMA1TRU® THERMA TRU DOORS- 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 TEL. (419)298 -1740 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT' 1. This product has been evaluated and is in compliance with the 2007 Florida BuBdiing Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown an details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind borne 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. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." • ••• • ••• ••• ••• • ••• • ••• TABLE OF CONTENTS SHEET II DESCRIPTION ...1. Typical elevations, design pressures & general notes ' ...2 : Door panel details (Smooth star) • • 4 Deorgpanel details (Classic craft) P • •••• Door panel details (Classic craft rustic) Deoripanaf details (Fiber classic) a H8rigiTt$i°cross sections : • • 7 VerT1Bd EI'oss sections ' -g° leclebta Warne anchoring - 2X buck masonry construction • • •9 : Frpf lltahghorng - 1X buck masonry construction • 16' BTU elft& teriab & Components • •• • •• • • • ••• • •••• • • • • •• • • • • • 37.75" MAX. FRAME WIDTH 35.93" MAX. PANEL WIDTH z 4 g 80 ICI I�f 0 0 m V! z 0 n d z MAIM 5/7/08 SCALE: N.T.S. DWG. BY: AL. CM BY: %NM DRAWNO Pw» FL--7730.2 SHEET 1 OF 10 r..i4r i _ . _ <!✓.v2'w :iN4 H ^a.v..a.a^*iF4:m:i- INSWING 37.75" x 82.25" +75.0 -75.0 SMOOTH STAR OUTSWING 37.75" x 80.75" +80.0 -80.0 CLASSIC CRAM INSWING 37.75" X 82.25" +100.0 -100.0 OUTSWING 37.75" x 80.75" +100.0 -100.0 RUSTIC INSWING 37.75" x 82.25" +90.0 -90.0 OUTSWING 37.75" x 80.75" +90.0 -90.0 FIBER CLASSIC INSWING 37.75" x 82.25" +75.0 -75.0 OUTSWING 37.75" x 80.75" +80.0 -80.0 m V! z 0 n d z MAIM 5/7/08 SCALE: N.T.S. DWG. BY: AL. CM BY: %NM DRAWNO Pw» FL--7730.2 SHEET 1 OF 10 fi i 2 • Jn a 3 H 6 2 6 r. 5- r • • • • • • • • • O 1I1 L DETAIL A -A 40 DOOR PANEL Smooth star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0 0 0 0 0 0 0 00000000 0000000 00000000 •••• 0000000 •.• , . 00Q0Q o 0 0.0 0 0 • •••• 00000 b • • 00.00000 0 0 0 000 040 0 0 ed 8tPC o . !.• 000 Aso g o ••• • D6TA14A -A ommEdiffimmaana • •. •.; PanePrptipLCement 00 ••••• • • • 647 28.86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION TOP RAIL OHINGE STILE 43 LOCK STILE r- -1.53° 45 BOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 00 a PART OR ASSEMBLY: m z 0 0 z DATE 5/7/08 WALE N.T.S. DWG. BY: AL ow<. BY: WWH DRAWING NO.: FL- 7730.2 SHEET. 2 of 10 •• • •• • • • ••• • • •• • • • ••.• • • • • 0 2008 R.W. BUILDING CONSULTANTS INC. • • • • • • • • • • • • • •••• • EXTERIOR INTERIOR HORIZONTAL CROSS SECTION •••• • • • •• • •••• • • •••• • L DETAIL A -A - 50 DOOR PANEL Classic craft 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0090qQ00 00•06) �Ta 000400 40 > o0000go 0oac14004D0 001111046•00 •• 000ROQ•0o • • 1 -� • ••• •• • • • • • •• • DE�� ►� A -A PaneSreinforvement •••• • .• • •• • • • ••• • • •.•• • • TYP. 4 CORNERS OF PANEL 00 28.86% OPEN AREA MAX. 0.34" TOP RAIL r- 1.44" a 0 OHINGE STILE 53 LOCK STILE r- 1.49 "1 tta I 7 55 BOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION I. a D. 0 E A 0 0 c4 1 PART OR ASSEMBLY: z 0 0 DATE: 5/7/08 scale N.T.S. DWG. BY: AL CHK. ear: WWH DRAWING NO.: FL— 7730.2 SHEET 3 of 10 • •• • • • z to a z 0 ❑ 0 z 5 0 0 a N R:\A - Projects \Project Folders \Prof 1001- 1100\pf1068 \FL -7730 R1 \F - 7730.1- .6.dwg, Model • • • • • • • • • • • • •••• • • • •• • •••• • • • • • • ••• •• • • • • • •• • • DETAIL A -A b CI) DOOR PANEL Classic craft rustic D 11LA -A Panr'Ireirfo ement TYP. 4 CORNERS OF PANEL 28.86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 1.49" --j 'v 7 OBOTTOM RAIL 4 05" —{ 33 LOCK & HINGE STILE 1+1.43" TOP RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 0 a. m u, z 0 u) a 0 0 z DATE: 5/7/08 SCALE: N.T.S DWG. BY: Al_ MK. BY: WWH DRAWING ND.: FL- 7730.2 • • • • •• • • • ••• • • •• • • • •••• • • • • sHEET 4 of 10 00 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 op0p000 400 do 00.00 g000p 0040 OOt/000 oo.qi 0,Q00 0 0 0 0 - L.. D 11LA -A Panr'Ireirfo ement TYP. 4 CORNERS OF PANEL 28.86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 1.49" --j 'v 7 OBOTTOM RAIL 4 05" —{ 33 LOCK & HINGE STILE 1+1.43" TOP RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 0 a. m u, z 0 u) a 0 0 z DATE: 5/7/08 SCALE: N.T.S DWG. BY: Al_ MK. BY: WWH DRAWING ND.: FL- 7730.2 • • • • •• • • • ••• • • •• • • • •••• • • • • sHEET 4 of 10 • • • • • • • • • ••• • • • • •• • • • • • • •••• • • •• • • • ••• •• • 0 0 L DETAIL A -A 60 DOOR PANEL Fiber classic 00000000 0000000 00000000I''i 0000000 00000000'; 0000000 000000oo.' 0000000 O000000OI',', 0000000 00000000:1 0000000 00000000, 0000000 o o Q o Q ogop••• 000.00 oc 000Qo 006)400.00' O O8O.00 O 000 0,00 ,H ;! ii < .I + I'I 1 • • • • • Panel Ten f oreement • • • • • •• • • • ••• • • 00 4Q 4/ -1 28.86% OPEN • AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION +- -1.53" --►-{ TOP RAIL 64 HINGE STILE 83 LOCK STILE 1.5T 65 BOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 0 0 0. a PART OR ASSEMBLY: m u, z rri 0 0 DATE: 5/7/08 sakE: N.T.S. DWG. BY: AL CHK. BY: WWH DRAWING NO.: FL- 7730.2 SHEET 5 aF 10 • •• • • • •••• • • • • 1 a 0 zi• • V• E• 3• • 0 t 4 q • 1 -1/4" MIN. • • •• • • • SMB. (TYR.), • • • ••• • •• • • • • • • •• P P dp 4 P • 4. • • • • • a 0.15" C'SINK (TYP.) 00 !1.:, 00 . • .,...,. • • 1:J • • • • 0 0 ©♦© :•• •• Om .• •• • HORIZONTAL CROSS SECTION t7b swing shown - inswing 'olio approved • • • • •• • • • ••• • • INTERIOR EXTERIOR INTERIOR EXTERIOR 00 i AA. 4 q 1 -1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Shown w/1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 0.15" C'SINK (TYP.) 0 0 N• 4 00 e HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 1 -1/4" MIN. EMB. (TYP.) O LAD Wm 1 0. a PART OR ASSEMBLY: co 0 z DATE 5/7/08 scam N.T.S. DWG. BY AL CHK. Er: WWH DRAWING NO.: FL- 7730.2 %M U 6 or 10 • •• • • • •••• • • • • 0 20U2 R.W. BUILOINS CONSULTANTS INC. • • • 1" MIN. FROM MASONRY EDGE (TYP.) 1" MIN. FROM MASONRY EDGE --1--..-- (TYP.) EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR 2 -1/2" MIN. FROM MASONRY EDGE (TYP.) 2-1/2" MIN. FROM MASONRY EDGE - - (TYP.) 4 d 4 INTERIOR EXTERIOR INTERIOR EXTERIOR VERTICAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR INTERIOR • • • • • • • • • •P • • • • ••• • It • • • • •° >• • .D • • • • •••fie• .° ° Jfriffi'AL CROSS SECTION Triswiny configuration saageneral notes, sheet 1 lgaliV„147" water infiltration requirements • •• • •• • • • ••• • •••• • • • VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements INTERIOR EXTERIOR VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements oe a 0 U) 0 >-- m z 0 cc O z DATE: 5/7/08 SCALE: N.T.S DWG. BY: AL CHIC. BY: WWH DRAWING NO.: FL- 7730.2 • •• • • • • • SHEET 7 OF 1O © Z0O8 R.W. BUILDING CONSULTANTS INC. F- re ^M h 0 0 0 g. E•. • • E• • s •• • • •. MASONRY OPENING MASONRY OPENING BUCK ANCHORING DP <= 80 psf BUCK ANCHORING 80 <DP < =100psf NOTES: 1. 1/4" Bco Concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the mirjihnn edge distance to mortarjolnts. If Concrete screw locations noted as 'MAX. ON CENTER" • must be adjusted:to rvi&ntain the minimum edge distance to mortar joints, additional Concrete •••• screet sosay be rec;ultred to ensure the maximum on center dimension is not exceeded. • • •••• •••• • • • • • • • •••• •• •• •• • • • • •••• • ••• • •••• • •••• • •• • .. • • • .• • •••• • • •••• L L HINGE JAMB MASONRY OPENING FRAME ANCHORING Masonry 2X buck consfiuction HINGE DETAIL STRIKE JAMB LATCH & DEADBOLT DETAIL tn z 0 0 z DATE: 5/7/08 SCALE: N.T.S DWG. BY: AL CHK. BY: WWH DRAWING NO.: FL- 7730.2 SHEET 8 of 10 • •• • • • ••• • •••• • • • • •• • • • • • d E tG 0 • • • • • 11 • • • Qi • • • • • • • • HINGE JAMB NOTES: MASONRY OPENING xdstrtc • 7 FRAME 1X BUCK TYP. HEAD & JAMBS SEE NOTE 1 6" lomma IIMMEN • 'a O FRAME ANCHORING Masonry 1X buck construction `t0 1. 1/4"11W concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment 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. Concrete screw ipeStic 'w at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw • • •.; 6 • • • • • • • • • • • • • •• • • • ••• • • • •• • • • •••• • • • • Documents Prepared By: r/ Y BUILDING CONSULTANTS. INC. P.O. Box 230 Valrlco FL. 33595 Phone No.: 813.859.9197 Florida Board of Professto al Engineers Certificate Of orizatlo No. 9813 5- -Pc - 98 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - B 2X BUCK SG >= 0.55 WOOD 31 DOOR SKIN 0.090 "THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4" SHIM SPACE WOOD 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD /LVL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) COMP. 35 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4" X 3 -1 /4" PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.072" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS L #10 X 2-1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 43 LOCK STILE (SMOOTH STAR) WOOD /LVL 2 INSWING THRESHOLD (IS300HP5) ALUM. /COMP. 44 HINGE STILE (SMOOTH STAR) WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM. /COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWING COASTAL THRESHOLD ALUM. /WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) STEEL PIERMA -TRU FIBERGLASS DOOR PART OR ASSEMBLY: BILL OF MATERIAL & COMPONENTS 5 OUTSWING STANDARD THRESHOLD ALUM. /WOOD 47 FOAM CORE POLYURETHANE b INSWING THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD /LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD /LVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.137' THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS 16 #8 X 2 -1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. >. 0° 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) WOOD /LVL REVISIONS 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE 5.72" .- - 585" �� -� —_�- 4.57" +'rte '!il"�- 5.87' - - • _ THRESHOLD THRESHOLD :a= f *�=";`�; +'si�.;". ,, "�:: y -,�, yeti•. i' _. ` ��<.;: _ ,r ., ;.^.:' . 1. ;_ �r : >.{: F } : ? 1 !1: �� - -� DATE 1 2 O Inswing adjustable Inswing adjustable THRESHOLD THRESHOLD • • • • Inswing self - adjust Outswing coastal O O d • • • • 5. 83" • . •• • •5. • 4.56" j '1 _ 1 DATE: 5/7/08 ��• .�. • � r- CALE v.r.s. • — Ir te 5 ..,i � , DWG. BY: AL CHIC. BY: WWI-I • • • • • THRES THRESHOLD HEAD & SIDE ing�s DRAWING NO.: FL- 7730.2 • ` • • : Outs apdard 6 Inswing Jamb OQ • • •• •••• mox.dp rating = +150.0psf SHEET' 1 0 OF 10 • • • • •• • • • ••• • • • •• • • • •••• • • • •