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RC-11-1804Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165023 Permit Number: RC -10 -11 -1804 Scheduled Inspection Date: November 17, 2011 Inspector: Bruhn, Norman Owner: HYNES, ANTHONY Job Address: 302 NE 100 Street Miami Shores, FL Project <NONE> Contractor: CRUZ R RODRIGUEZ Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060135470 Building Department Comments REMODEL 1 BATHROOM AND REPLACE 1 EXISTING SIDE DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 16, 2011 For Inspections please call: (305)762 -4949 Page 2 of 17 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` Tel: (305) 795.2204 Fax: (305) 756.8972 l 13 `� 1 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. `Q,1 14 V" ' PERMIT APPLICATION Master Permit No. 0 2011 FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): /90/49/4" /Yy/Z1°f Phone#: 30�VK Address: Jo �-16' /00 51- City: th%P l4re ,514/747j State: zip: J,7.1,39-' Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: .362 /i9 6� /56. SA a 2 City: Miami Shores County: Miami Dade Zip: 3j r3/ Folio/Parcel #: //3; 060 / 3$ 920 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: Cd'� 2 /2®�/'� Pf r Z, Phone#: 50_52- %® 7.��j / Address: J4 O ,Q©"& 1"7 4 %d. City: 604'4 e, ears4 -�-,� State: Zip: Qualifier Nam s-i7�- / State Certification or Registration #: ` YGC C)®/ SCD, Certificate of Competency #: Contact Phone#:. 2/o 7,67 Email Address: et�OPe:_eiarz c��,C r C®01-'1 , DESIGNER: Architect/Engineer: Phone#: ,00 Value of Work for this Permit: $ 6000 Type of Work: OAddition OAlterattion ONew epair/Replace ODemolition 4.0-21900/ Description of Work: 1'r / OiD ®M d l�°y° /4" Cr 1 &oxLS f i` Y cd'rAr t®Or ,. g ar , t ' �,, -?- 1,6/9 Phone#: Square/Linear Footage of Work: .tj 'D * t',.... x ** *** * * *W* *xx x * * * * * * * * *** ** Fees * * * * * * * * * * * * * * * *s* 0 0 gt* *.. "*" *"x ** Submittal Fee $ 7 s 13134A ,--- Permit Fee $ J 7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 5/ -0, Bonding Company's Name (if applicable) /t%/s 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 AFFIDAVIT: 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 approved and a reinspection fee will be charged. Signature //op wner or ent Signature Contractor %' The foregoing instrument was acknowledged before me this O The foregoin instrument was acknowledged before meth this l day of(€ft <20 if, by /# A�%ej , day of 6t'—; 20 // by G �2 q� "�� L who is personally known to me or who has produced ci/ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi Sign: Print: My Co *******+ x*+ x +x**+x*+x***+x+x****** ; ;.***IRS APPROVED BY 40/ ��� �( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 ' ••• MUST BE DISPLAYED AT PLACE OF BUSINESS = •;;;.. •A.: . PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 &.10• ;;;.,air >,; - THIS IS NOT A BILL — QO NOT PAY r+iP.T • 029019 -7 BUSINESS NAME / LOCATION RODRIGUEZ CRUZ R 80 SW 8 ST 33130 MIAMI OWNER RODRIGUEZ CRUZ R See. Type of Business THIS Is 196AGi.ENNLERAL BUILDING CONTRACTOR 10 BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY ZONING iAWSSJ'OrR THEE DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. TH1515 NOT A CERTIFICATION OF THE HOLDL.TS OUALIPICA• RENEWAL RECEIPT NO. 029019-7 STATE* CGC001150 2230 FIRST•CLASS U.S. POSTAGE ! PAID MIAMI, FL PERMIT NO. 231 WORKER /S • TONS PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/06/2011 60060000441 000045.00 SEE OTHER SIDE RODRIGUEZ CRUZ R 360 OCEAN BLVD GOLDEN BEACH FL 33160 I111111lil111111,111 III 11111111111II11I 1(1111111 111 4 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. it VC7 ®t 15/2(,e STATE OF FLORIDA COUNTY OF MIAMI -DADE: 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. 11111111111111111111111111111111111111111 1111 CF 2011R0670213 OR BE: 27849 Ps 4393; Ups) RECORDED 10/06/2011 i i9 :17 :111 HARVEY RiUVIHr CLERK OF COURT MIAMI—DADE COUNTY, FLORIDA LAST PAGE A f` /Mien" Space above reserved for use of recording office 1 G.�' /j ;on ! pr y str eet/address: 14'1 s j"..(41-if $e ! 4' P 6 M ° 7 2. Description of improvement: C�®,ep_ ,4,-N44, 3. Owner(s) name and address: Interest in property: ti'j '' Name and address of fee simple titleholder: 4. Con ctor'd ame, address and jpne nr umber: /24, v r i 5. Surety: (Payment bond required by owner frpm co tractor, if any) Name, address and phone number. lc Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or o ther documents •< - Section 713.13(1)(a)7., Florida Statutes, SI TE OFF Name, address and phone number: I HEREBY G 8. In addition to himself, Owners designates the following person(s) t 713.13(1)(b), Florida Statutes. Name, address and phone number: �,42 ,1I/ vi Li/1- fi�ezzA ri 9. Expiration date of this Notice of Commencement: (the expiration date is 1 ear from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION •F 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. be served as provided by Signature(s) of Ow, `: 16, r s)' A4 •rizsOfficer/Director /Partner /Manager Prepared By _11�...a__4! g " Art Prepared By Print Name ,,;M.3 . ' ✓1 Print Name Title/Office O+Z), Title/Office fce STATE OF FLORIDA COUNTY OF MIAMI -DADE ,/ The foregoing instrument was acknowledged before me this day ofs %C ®'� "t edindividually, or ❑ as for 4Pgrsonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: — (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my. knowledge and belief. Signature of or* ' wner )'s Authorized Officer/Director /Partner /Manage By 41, /Ari��i 123.01.52 PAGE 3 3.10 By Permit No: 11 -1804 Job Name: October 7, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide design wind loads for the new /altered door signed and sealed by an architect or engineer. 2) The product approval submitted is incomplete. Provide complete State approval. 3) Provide permit applications from licensed electrician and plumber for bath remodel. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 caKerC) 25a -- c13 Lt Items Replace tub & faucet Replace toilet Replace vanity Replace sink & faucet Replace Drywall Replace Tile on walls & floor Replace light fixture Replace tight switch Paint Bathroom • ADD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED. BATHROOM RECEPTACLE ON 20 AMP CKT AND GJ..I PROTECTED Bus11'nes Protessi Regulation KCIS Home ( Log In I User Registration ( Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications Product Approval USER: Public User product Approval Menu > Product or Application Search > Appllcatlon List > APptton 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 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 Date Submitted Date Validated Date Pending FBC Approval FL10537 New 2007 Approved 0 Therms -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us FBC Stag aKIS Site Map I Links 1 Search 1 CITY C Steve Jasperson sjasperson@tttechnologles.us Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Fbrida Professional Engineer 2 Evaluation Report - Hardcopy Received Lyndon F. Schnddt, P.E. PE -43409 National Accreditation and Management Instit 12/31/2011 Ryan J. King, P.E. [7 Validation Checklist - Hardcopy Received FL10537 RO COI CERT of INDEPENDENCE.odf Standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 Method 1 Optio 02/23/2009 05/11/2009 05/16/2009 OCT 1 4 2011 Ni os0000e✓ o�'�oc Year 2002 2004 1994 Miami Shores Village APPROVED BY DATE ZONING DEPT -0 BLDG DEPT SURJFCT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS uate Approvea Summary of Products Ub/ U`J/ LUU9 FL* Model, Number or Name Description /0537.1 a. °Fiberclassic ", "SmoothStar", °Classic Craft" or "ClassicCraft Rustic° 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration 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 10537.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Installation Instructions FL10537 RO II INST 10537.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.1.odf Created by Independent Third Party: Yes 10537.2 b. "FiberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Omits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 10537.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation instructions FL 0537 RO II INST 10537.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.2.Ddf Created by Independent Third Parry: Yes 10537.3 c. "FiberClassic ", "SmoothStar", "ClasskCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 RO 11 INST 10537.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.3 for Design Pressure Ratings by specific FL10537 RO AE EVAL 10537.3.Ddf Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the Created by Independent Third Party: Yes HVHZ) 10537.4 d. "FlberClassic ", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing or Outswing Configuration 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 10537.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Installation Instructions FL10537 RD II INST 10537.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.4.Ddf Created by Independent Third Party: Yes 10537.5 e. "FiberClassic ", *SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites - (OXXO) Inswing or Outswing Configuration 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 10537.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL10537 RO II INST 10537.5.odf Verified By: Lyndon F. Schnldt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RO AE EVAL 10537.5.pdf Created by Independent Third Party: Yes Contact Us :: }940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EED employer. Coovrioht 2007 -2010 State of Florida.:: privacy Statement :: pcessibility Statement :: Refund Statement Under Florida law, a -mall addresses are public records. If you do not went your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaste rWdbor.state.fl.us. Product Approval Accepts: NNE Credit ij l 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 ft -50.4 -49.2 +46.5 +45.2 -48.3 +44.4 -47.6 +43.7 - 47.1 +43.1 -46.6 +42.7 -46.2 +42.3 -45.9 +41.9 -45.5 +41.6 18 ft -51.1 -49.8 +47.1 +45.9 -49.0 +45.0 48.3 +44.3 -47.7 +43.7 - 47.3 +43.3 -46.8 +42.9 4 6.5 +42.5 -48 2 +42.2 18 ft 52'4 -51.1 +48.3 +47.0 -50.2 +48.1 - 49.5 +45.4 -48.9 +44.8 - 48.4 +44,3 - 48.0 +43.9 47.7 +43.6 -47.3 +43.2 20 ft - 53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.8 +48.4 -50.0 +45.8 - 49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 22 ft - 54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.8 +47.4 - 51.0 +46.8 - 50.5 +48.3 - 50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 28 ft -58.6 -55.2 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 - 56.1 +53.0 +51.6 - 55.1 +50.6 - 54.3 +49.8 - 53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 - 56.9 +53.8 +62.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 - 58.7 +52.0 -55.9 +51.3 -55.2 +50.6 - 54.7 +50.1 -54.2 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 58.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 - 54.5 +49.8 -54.1 +49.4 38 ft -80.6 -59.1 +55.9 +54.4 - 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft 51.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 - 56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.8 40 ft - 62.0 -80.5 +57.1 +55.6 - 59.4 +54.5 -58.6 +53.7 -57.9 +53.0 57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -58.0 +51.1 42 ft 52.6 -61.1 +57.7 +58.2 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -832 - 61.7 +58.3 +56.7 - 60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 - 58.0 +53.0 -57.5 +52.8 -57.1 +52.2 46 ft -63.8 -82.3 +58.8 +57.3 -61.2 +582 -60.3 +55.3 -59.6 +54.6 - 59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +523 48 ft -64.4 -62.8 +59.4 +57.8 51.7 +58.7 50.8 +55.8 50.1 +55.1 -59.6 +54.5 - 59.0 +54.0 8.8 -58.8 +53.6 -58 -58.2 +53.1 50 ft -84.9 -63.4 +59.9 +58.3 -622 +57.2 -61.4 +58.3 -60.7 +55.6 -80.1 +55.0 -59.5 +54.5 - 59.1 +54.0 -58.7 +53.8 52 ft -65.5 53.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56.8 -812 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft - 66.0 -64.4 +60.8 +59.2 -63.3 +58.1 -82.4 +572 51.7 +56.5 -81.0 +55.9 -80.5 +55.4 - 80.1 +54.9 -59.6 +54.5 56 ft 56.5 - 84.9 +61.3 +59.7 -63.7 +58.5 - 82.9 +57.7 -62.1 +56.9 51.5 +56.3 - 81.0 +55.8 - 80.5 +55.3 -80.1 +54.9 60 ft - 87.5 -65.8 +622 +60.6 -64.7 +59.4 -83.8 +58.5 - 83.0 +57.8 -82.4 +57.1 -61.9 +58.6 -61.4 +58.1 -61.0 +55.7 0 s 3 a -I Ul cn c 8 In REMARKS WIT ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 r Tributary Area S. Ft 40 45 50 25 30 35 0 -15 ft -62.2 +48.5 -59.8 +45.2 b 6. ' - 56.7 +43.7 -55.6 +43.1 - 54.6 +42.7 -53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 16 ft 53.1 +47.1 -60.6 +45.9 - - 57.5 +44.3 -58.3 +43.7 -55.4 +43.3 -54.6 +42.9 - 53.9 +42.5 -53.2 +422 18 ft 54'6 +48.3 -82.1 +47.0 - 80.3 +46.1 - 58.9 +45.4 -57.8 +44.8 -58.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft -86.1 +49.4 53.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 - 57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 - 61.4 +47.4 -60.2 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -58.9 +45.1 -68.7 - 66.0 - 64.1 - 62.6 -61.4 -60.3 -59.4 - 58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +48.7 +46.3 +45.9 -89.8 57.1 - 65.1 -63.6 - 62.4 -61.4 -60.4 - 59.8 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 -70.9 - 882 -86.2 54.6 -63.4 -62.3 - 81.4 -60.6 -59.9 +53.0 +51.6 +50.8 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 -72.0 -692 -87.1 -65.6 - 84.3 -63.2 - 82.3 - 61.5 -60.7 +53.8 +52.3 +51.3 +50.8 +49.9 +49.4 +48.9 +48.5 +48.1 -73.0 - 70.1 - 88.1 -88.5 -85.2 -64.1 - 83.1 - 82.3 -81.6 +54.5 +53.1 +52.0 +51.3 +50.8 +50.1 +49.6 +492 +48.8 -73.9 -71.0 - 68.9 - 67.3 - 66.0 -64.9 -84.0 - 83.1 -62.4 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 -74.8 -71.9 - 69.8 58.1 - 68.8 -65.7 -64.7 -83.9 -63.1 +55,9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 -75.7 -72.7 - 70.6 58.9 -67.6 -66.5 55.5 - 64.6 -83.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 -76.5 -73.5 -71.3 - 69.7 -68.3 -672 -66.2 - 65.3 -64.5 +57.1 +55.8 +54.5 +63.7 +53.0 +52.5 +52.0 +51.5 +51.1 -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 - 66.0 -852 +57.7 +582 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 -78.0 -75.0 -72.8 -71.1 - 69.7 - 68.5 -67.5 - 66.6 -85.8 +58.3 +58.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +522 -78.8 -75.7 -73.5 -71.8 - 70.4 -89.2 -88.2 -87.3 -66.5 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -78.3 +57.8 -74.1 +56.7 -72.4 +55.8 - 71.0 +55.1 -89.8 +54.5 - 88.8 +54.0 -87.9 +53.6 57.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 -67.8 +53.6 52 ft -80.8 +60.4 -77.8 +58.8 -75.4 +57.6 -73.6 +58.8 -722 +56.1 - 71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 +54.0 64 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +572 -72.8 +58.5 -71.6 +55.9 - 70.5 +55.4 -69.8 +54.9 -68.7 +54.5 ft -82.1 +61.3 -78.9 +59.7 -76.8 +58.5 -74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -89.3 +54.9 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 60 ft +622 +60.6 +59,4 +58.5 +57.8 +57.1 +56.6 +56.1 +55,7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRAM< L BENNARDO, P.E AND SHALT. NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS. ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE • ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION I5 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH I5 TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY 11 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. �I ® I-® ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT a' ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH M8885 36,2N /Pr- 456-01---, THERMA ITRU® THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on 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 Ronda Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1 609.1.2 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 El 996. 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 registered architect. engineer or a licensed 9 using threshold item #4 meet water infiltration requirements for "HVHZ". Outswing configurations 7. eq 9 ng 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 # DESCRIPTION 1 Typical elevations, design pressures 8. general notes 2 Door panel details (Smooth Star) 3 Door panel details (Classic Craft) 4 Door panel details (Classic Craft Rustic) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck and frame anchoring - 2X buck masonry construction 9 Frame anchoring - 1X buck masonry construction 10 Bill of materials & components 37.75" MAX. OVERALL FRAME WIDTH 35.93" MAX. PANEL WIDTH O B3 79.25' MAX. PANEL HEIGHT 0 0 .... ......«._...._?... «._._..a .__.{ .:�-- .. TL^] G,,: V. 21�=4.»..... T....__.......-._....._._....._..... -_: s....__......_ ... ........_ '..._..«....:} = .:� >;:: �- :.- ..� -r_— �:.: -; WSW:::...._.. .... ..........s..._.........C..�: ti.». «....-_......_J.,S.. �:_...._.�.,:.:..:_- ���_.:._�_. .: - :..�:�. :� -�: �:�::_= <_::��z. -� �=�:� _ -_ - -_ _ SMOOTH STAR _ INSWING 37.75" x 82.25" = +75.0 =- -75.0 OUTSWING 37.75" x 80.75" +80.0 -80.0 CLASSIC CRAFT INSWING 37.75" x 82.25" +100.0 -100.0 OUTSWING 37.75" x 80.75" +100.0 -100.0 CLASSIC CRAFT 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 W 0 ZP a. m z 0 c 0 z Imo: 2/24/09 scALE: N.T.S. DWG. BY: cltx. BY: LFS DRAWING NO.: FL- 10537.1 SHEEr 1 of 10 e DETAIL A -A O DOOR PANEL Smooth star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0000000 00000 0000 O. 00 0000000 00000000 0000000 00000000 DETAIL A -A Panel reinforcement 0 0 28.86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION TOP RAIL 1.18" OHINGE STILE OLOCK STILE �-�- -1.53" --I-1 1 O6OTPOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION 0 CO 6 a U) z 0 ce La D z DATE: 2/24/09 N.T.S. DWG. Ern AL clac. W : LFS DRAWING N0.: FL- 10537.1 SHEET 2 OF 10 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION L DETAIL A-A ir? ODOOR PANEL ° Classic craft 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000t 00 00000 00 0000 0 00/ 0000000 00000000 0000000 00000000 NEB DETAIL A-A Panel reinforcement TYP. 4 CORNERS OF PANEL 00 ({), 41 41 '14- • 28.86% OPEN AREA MAX. 0.34" TOP RAIL 1.44" -■-1 kr 0: a C) HINGE STILE 4.06" 0.32" C) LOCK STILE 1A9" 0 BOTTOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION >- m U) 0 z mae 2/24/09 swim N. T.S. Dm BY: AL wit Err: LFS DRAWING NO. FL-10537.1 SHEET 3 OF 10 © 2009 R.W. BUILDING' CONSULTANTS IND. 0 DETAIL A-A CDDOOR PANEL Classic craft rustic n (4)0 00 .:\4) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETAIL A-A Panel reinforcement 99199% TYP. 4 CORNERS OF PANEL %I 9 00 4 4114:1 28.86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 1.49" -1.1 cq BOTTOM RAIL 4.05" 0 LOCK & HINGE STILE TOP R IL EXTERIOR INTERIOR VERTICAL CROSS SECTION 0 we 2/24/09 scALE: N.T.S DWG. BY: AL CHIC BY: LFS DRAWING NO.: FL-10537.1 SHEET 4 OF 10 z 0 0 0 5 0 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION DETAIL A -A 60 DOOR PANEL Fiber classic 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 000000 00000Q0Q 0000000 00000000 0000000 00000000 • DETAIL A -A Panel reinforcement �Oi q • � 28.86% OPEN AREA MAX. 0 t TOP RAIL eHINGE STILE 63 LOCK STILE �+ -1.53" -►I J 8.arrom RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION e g ccO M7 N al c c z 10 •• a 6 zoa\ m 13 V a � z es U 0 0 0 dU ecm am 0 m 0 Z DATE: 2/24 09 SCALE N.T.S DWG. BY: AL MX. Br: LFS DRAWING ND.: FL- 10537.1 r 5 of 10 0 a 1 -1/4" MIN. EMB. (TYP.) 4 •Q 4 0 4 4 4 4 4 •Qp d 4 4 0 1 0 opm ad I. 0.15' C'SINK (TYP.) a D 00 0 0 0 0 00 043 Q0 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved INTERIOR EXTERIOR INTERIOR EXTERIOR 6 1 -1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 0 e C'SINK 4_ 00 IN „IA b ° 0 A .4 7:W11 /fi'rffirr9 For 00 0 e HORIZONTAL CROSS SECTION Outswing shown - inswing also approved ° a 1 -1/4' MIN. EMB. (TYP.) ij 6 0 a m d z Dam: 2/24/09 SCALE: N.T.S DWG. BY: AL cHx. BY: LFS DRAWING NO.: FL- 10537.1 sHE & OF 10 z 0 3 z ca m a m O 0 N 4 5 r i EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR EXTERIOR INTERIOR 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 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' 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 6 c 0 m w 0 O Z MUE 2/24/09 Scan: N.T.S DWO. BY: AL cac. BY: LFS DRAWING No. FL-10537. 1 SHEET 7 of J12. 11.08" MAX. 4" ON CENTER � � CO' • a�' r � a 1 1 1 1 1 1 1 MASONRY OPENING BUCK ANCHORING DP <= 80 psf MASONRY OPENING 2X BUCK BUCK ANCHORING 80 < DP <= 100 psf et HINGE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: 1/4" 1/4" 1-1/4" 1-1/4" 2 -1 /2" 1" 3" 4" MASONRY -T\ OPENING FRAME -f 2X BUCK- ® • TYP.HEAD& JAMBS FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL 2I o6 STRIKE JAMB LATCH & DEADBOLT DETAIL m z 1L 2/24/09 N.T.S DWG. BY: CHIC. BY: LFS DRAWING NO.: FL- 10537.1 SHEET 8 OF 100 HINGE JAMB MASONRY OPENING 6" . • 4. e FRAME 1X BUCK \r/S ,Q .v TYP. HEAD & JAMBS 1 Immo anwil loom 1Th FRAME ANCHORING Masonry 1X buck construction X W z W bo O o6 CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: 1/4" 1/4" 1 -1/4" 1.1/4" 2 -1/2" 1" 3" 4" 2 • STRIKE JAMB LATCH & DEADBOLT DETAIL HINGE DETAIL g i M !3- 7 3a a d E o e� OM G r T a N C O \ z �Zti►4i SS a. o s\ o m •D ro m z 0 0) 0 z 2/24/09 scALE: N.T.S.. DWG. BY: CHIC. BY: LFS ORAWNO NO.: F1.-10537. / SHEET 9 OF 10 BILL OF MATERIALS ITEM DESCRIPTION A B C D IX BUCK SG >_ 0.55 MATERIAL ITEM DESCRIPTION MATERIAL WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2X BUCK SG z 0.55 WOOD 31 DOOR SKIN 0.095' THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS MAX. 1/4" SHIM SPACE 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD 1/4" X 2 -3/4" ELCO OR ITW 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 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4" X 3-1/4" ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS J 1/4" X 3-3/4" ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065" 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 5 OUTSWING STANDARD THRESHOLD ALUM. /WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 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 0.065' THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS 16 #8 X 2 -1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) WOOD /LVL 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. OTHRESHOLD Inswing adjustable THRESHOLD Outswing standard L J` 5.85' 1 OTHRESHOLD Inswing adjustable OTHRESHOLD Inswing max. dp rating = +1- 50.0 psf 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE OTHRESHOLD Inswing self- adjust HEAD & SIDE Jamb OTHRESHOLD Outswing coastal g m .gym � Z 1412 z° N h 7 A ; N t 2 pZ 0 f3/) O O it a ta a a' % rn Z 0 N O a DATE: 2/24/09 SCALE: N.T.S. DWG. BY: AL CHK. BY: LFS DRAWING NO.: FL- 10537.1 SHEEP 100 of jQ z 3 C3 a 5