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WS-10-859REPLACE 3 DOORS Passed `��/ ,_,,,.61-Th Inspector Comments ( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 21, 2010 Inspector: Bruhn, Norman Owner: FARRIOR, NATALIE Job Address: 3 NE 109 Street Miami Shores, FL 33161- Project: <NONE> Contractor: HOME OWNER Building Department Comments June 21, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 146535 Permit Number: WS -5 -10 -859 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360040620 Page 1 of 1 Project Address 3 NE 109 Street Miami Shores, FL 33161- 1121360040620 Block: Lot: NATALIE FARRIOR 1 Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 NATALIE FARRIOR 3 NE 109 Street MIAMI SHORES FL 33161 -7039 1 Contractor(s) HOME OWNER Phone Cell Phone Type of Work: REPLACE DOORS No of Openings: 3 Additional Info: BUILDING Classification: Residential Scanning: 1 Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $5.00 $130.00 $6.00 $2.40 $145.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Parcel Number Phone Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5 -10 -37900 06/14/2010 Check #: 1104 $ 95.80 $ 50.00 05/14/2010 Check #: 176 $ 50.00 $ 0.00 Applicant Available Inspections: Inspection Type: Final Shutters Final Shutter Attachment Window Door Attachment Window Door Attachment June 14, 2010 Date CeII June 14, 2010 1 � 1141,0 Building Department BUILDING PERMIT APPLICATION FBC 20 Tenant/Lessee Name Value of Work For this Permit $ Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type : BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Na +dl l B & -v® Owner's Address 1 VI E, 16 q St Cit rA 1a in l S e5 State \ L Contact Phone E -mail Zip Email .(x r r o r @ rh i ci 1 11 COM NE 10q t 6 + !1301E if MAY 1 41' i77 r) ItY .a.,e +i+�9.sssQ Permit No. WS 1()" Master Permit No. Phone# �— '113 - 15 8 5 13((9 I Phone # Job Address (where the work is being done) City Miami Shores Villa l e County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Zip J 3 I t p 1 Contractor's Company Name A L/ C 9 Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: ❑Alteration ['New 8 ❑ Demolition 30,ray_, Type of Work: ['Addition `` __ Cud I Describe Work:(�}`� are re 4CcirSci Cdl +k-ee 9 FoaC C d e, 1-e ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** F * * * * * *** * * * * * * * * * * * * * * * * * **• * *• Submittal Fee g)- Permit Fee $ /19 °II CCF $ / • CO /CC $ Notary $ S� Training/Education Fee $ "A Technology Fee $ oG Scanning $ �, Radon $ DPBR $______C: Bond $ 6 Double Fee $ 6 Violation date: CD X n� Structural Review. $ (?.) Total Fee Now Due $__;2 1 v (J See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) E, Arack, Mortgage Lender's Address �O 60X. n 112 City Cytt (€ State lc, i s` �55— () 112_ 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 be approved and a reinspection fee will be charged. Signature 1 �°°'Q° NOT Sign: Print: t PUBLIC: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Signature Contractor The foreg instrument was ac w e' d befor a this 1 The foregoing instrument was acknowledged before me this who is 2010 , by a 1t) day of , 20 by rsonall o me or who has produced r who is personally known to me or who has produced day of 1� 'oL\� entification and who did take an oath. as identification and who did take an oath. Owner or Agent NOTARY PUBLIC: O "e.,,�� My Commission Expires: q7 � 9,, ��E;. O c£ ah' aa Kria3:********** 3e�Yo4**** 9t9et@*** k�k9c9t4toY9eSt3: 9t4e**** oY4e3 *** ****Y3r3c***** ***** ***** APPROVED BY Plans Examiner Zoning Sign: Print: Engineer Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r OWNER BUILDER DISCLOSURE STATEMENT NAME: iV O le euo �.S11 DATE: � ` . 1(, 2-010 ADDRESS: E 109 S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete. the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial t i l e' 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial Q 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. c�/►/� Initial / 1` , 4. I understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or ,ubstantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 1 I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial _ , 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. CIVIC, Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial " ! /C 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: llwHw. myfl oridalicense .com/dbpdarolcilbrindex.hjml 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsi for u . roposed construction activity at the following address: � NE le? 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. j Initial / � 1 Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ( 1 day of OWNER 20 / 0 Initial r Initial Initial t ie ) 4 O i O iJ J ? B ' w ho was personally known me or By pe y to e o who has Produced there License or 71 !v 561^ 1.11. 2,013 as identification. NOTARY NOTARY ?'fl Ur TRTE 67 FLORIDA • Ciavedia V. Cubltlos i C�mm;sirata ]01771.723 6 w fats; SEP. 23, 2011 DO WD TIM Anarfic 8orrpi`co co., ffitw , g- 2:1724V. ox f DWN. BY: F. Blanco i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than • as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANGO SURVEYORS ING. Engineers • Land Surveyors Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 - 1200 Email: blancosurveyorsInc@yahoo.com Fax: (305) 865 - 7810 7/3/09 SUFFIX: j DATE:7 /17/09 BASE: N/A COMMUNITY# 120652 JOB No 09 -491 N. MIAMI AVENUE NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL 22'± ASPHALT PAVEMENT 80' RIGHT -OF -WAY (BY PLAT) 18.55 31.10' 121.90' (R&M) 15.55' 2.00' 24.10' ABBREVIATIONS; LOT 31 BLOCK 2 VAK=SIDEYIALR CBS= CONCRETE BLOCK STRUCTURE.CLF=CHAIN LINK FENCE, PL =PROPERTY UNE, DUE=DRAINAGE UTILITY EASEMENT, IP=IRON PIPE, F =FOUND, ANC AIR CONomONER PAD, P /C=PROPERTY CORNER. DIH =DRILLED HOLE, WF =NOODEN FENCE, RES=RESIDENCE, CL- CLEAR. RB=REBAR, UE -UTILI Y EASEMENT, CONC=CONCRETE SLAB, RAN=RIGHT OF WAY, DE =DRAINAGE EASEMENT, /.=CENTER LINE, 0 =DIAMTER TYP=TYPICAL, M =MEASURED, R =RECORDED, ENCR=ENCROACHMENM COMP=COMPUTER, ASH=ASPHALT. N/D=NAIL & DISC, S=SET, FEE=FINISH FLOOR ELEVATION, O! S= OFFSET, P/ P= POKE R POLE ,OHP =OVERHEADPOVJcRLNRAMIAN .TER METER M MWALL =I 1 1 1 1 1 1 1 1 1 ELEVATION BASED ON LOC. # CONCRETE= I I I I e. • s :: •�.•: ••�: ' :I CBM# ELV. TYPE OF SURVEY: BOUNDARY SURVEY MAINTENANCE &DRAINAGE EASEMENT= M S DE. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CUENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL. RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE TO DETERMINE RECORDED INSTRUMENTS, IFANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE LOCATION SKETCH SCALE: NTS O LLI g o Lu a = o >- Lu w 1 , O3 0 -C < 'C d Z Z I v J ❑ w o_ O o W ❑ LJJ 7 0 0 ❑ U < c z C) -) i- Z ❑ co < CI_ 0 J J I a+ T] TED i s �GU -'0 CASTRO AND NATALIE B. FARRIOR, 3 NE 109 ST. MIAMI SHORES, FL. 33138. CHRISTOPHER P. KELLEY,•POA. ATTORNEY'S TITLE INSURANCE FUND, INC. E— TRADE, IT'S SUCCESSORS AND /OR ASSIGNS AS THEIR INTERESTS MAY APPEAR, ATIMA. N. MIAMI AVENUE LEGAL DESCRIPTION: LOT 32 BLOCK 2 OF COLLEGE HEIGHTS SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42 AT PAGE 8 OF THE PUBLIC RECORDS E - DADS COUNTY, FLORIDA REVISED: - '.^.t't..r�?? . '..r ,r' ' -- . ;A4NA 3`"°"' `3f �+:.. ' 0,s'# . `'. •e.,E' II ry I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANCO SURVEYORS INC. Engineers • Land Surveyors + Planners • LB # 0007069 665 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Email: biancosurveyorsinc@yahoo.com Fax: (305) 865 -7810 SUFFIX: j DATE:7/17/09 BASE: N/A COMMUNITY# 120652 DUN. BY: JOB No F. Blanco .• 09 - 491 FLOOD ZONE: X PANEL: 0093 SCALE: 1° = 20' 7/3/09 N. MIAMI AVENUE 3500' 22± ASPHALT PAVEMENT 80' RIGHT —OF —WAY (BY PLAT) 22' PARKWAY 121.79' (R &M) 18.55' - 31.40' 31.10' 21.35' 15.55' ABBREVIATIONS; LOT 31 BLOCK 2 8V.K=SIDENALKCBS c0NCRET EBLOCKSTRUCTURE.CLF=CHAIN UNKFENCE, PL =PROPERTY LINE, DUE =DRAINAGE EASEMENT, IP=IRON PIPE, F =FOUND, NC=AIR CONDmONER PAD, PIC=PROPERTY CORNER. D/H=DRILLED HOLE, VNF =V.00DEN FENCE, RES=RESIDENCE, CL -CLEAR RS=REBAR UE =UTr.ITY EASEMENT. CONC=CONCRETE SLAB, RhWRIGHT OF MAY, DE =DRAINAGE EASEMENT. C/L=CENTER LINE, O=DIAMTER, TYP=TYPICAL, M =MEASURED• R =RECORDED. ENCR =ENCROACHMENT, COMP=COMPUT R, ASH=ASPHALT• N(0=NAIL & DISC. S=SET, FEE =FINISH FLOOR ELEVATION, O/ S= OFFSET, P /P=POVIERPOLE. OHP=OVERHEADPONERLINE,W =1,N4TERMETER WOOD FENCE= I I I ELEVATION BASED ON LOC. # , CONCRE YV�LL =I CONCRETE= 1 •a.:. •� i:••�7 :.i�:..�;::( MNNTENANCES DRAINAGE EASEMENT= MB D.E. C ' B E�-V• TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CUENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OFTITLE 1MLI. HAVE TO BE TO DETERMINE RECORDED INSTRUMENTS, IF ANY,AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE CERTIFIED TO: GUSTAVO CASTRO AND NATALIE B. FARRIOR, 3 NE 109 ST. MIAMI SHORES, FL. 33138. CHRISTOPHER P. KELLEY, P.A. ATTORNEY'S TITLE INSURANCE FUND, INC. E— TRADE, IT'S SUCCESSORS AND /OR ASSIGNS AS THEIR INTERESTS MAY APPEAR, ATIMA. LOCATION SKETCH SCALE: NTS LEGAL DESCRIPTION: LOT 32 OF COLLEGE HEIGHTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK_AL. AT PAGE OF THE PUBLIC RECORDS t —DADE COUNTY, FLORIDA N. MIAMI AVENUE BLOCK 2 SUBDIVISION Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 1 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 -56.7 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 +44.4 +46.5 +43.1 +44.4 +433 +43.1 +42.7 +42,3 +41.9 +41.6 16 ft -51.1 -49.8 49.0 -48.3 -47.7 7.7 -47.3 -48.8 -46.5 -48 -48.2 +43.7 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 - 51.1 -502 -49.5 -48.9 -48.4 -48.0 -47.7 ? -47.3 +43.9 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 ° +44.5, -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 - 51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +48.7 -50.6 +46.3 -50.3 +45.9 28 ft -56.6 +522 -55.2 +50.8 - 542 +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 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 -56.9 +52.3 - 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 +54.5 - 57.7 +53.1 58.7 +52.0 -55.9 +51.3 - 552 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 38 H -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 58.6 +51.9 -56.1 +51.3 -55.6 +50.8 - 55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 - 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 - 57.3 +52.5 58.8 +52.0 -56.4 +51.5 -58.0 +51.1 42 ft -62.6 -61.1 -60.0 -592 -58.5 -57.9 -57.4 -57.0 -56.6 -76.5 +57.1 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -632 +58.3 -61.7 +58.7 50.6 +55.7 -59.7 +54.8 - 59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 52.3 +57.3 -812 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 - 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 - 62.8 - 61.7 -60.8 -60.1 -59.6 -59.0 - 58.6 52 8 +54.0 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6' +53.1 50 ft -64.9 -63.4 -622 -61.4 50.7 -60.1 -59.5 -59.1 -58.7 - 68.5 +54.0 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +58.8 -612 +58.1 -60.6 +55.4 -60.0 +54.9 - 59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 -64.4 +592 53.3 +58.1 -62.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -86.5 +61.3 -64.9 +59.7 -63.7 +58.5 - 82.9 +57.7 -62.1 +56.9 -61.5 +56.3 - 61.0 +55.8 -60.5 +55.3 -60.1 +54.9 80 ft 57.5 +622 -65.8 +60.6 -64.7 +59.4 53.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 •81.4 +56.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62 58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46. +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 185 -63.1 '.6 -58.8 -57.5 -56.3 -55.4 - 54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 - 552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft -66.1 +49.4 - 63.5 - 61.6 +48.1 +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 - 62.9 +49.0 +48.1 - 61.4 +47.4 -602 +46.8 - 592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 2411 -68.7 +51.3 -66.0 - 64.1 +49.9 +49.0 - 62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft - 69.8 - 67.1 -65.1 -83.6 -62.4 -61.4 -60.4 -59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -882 -662 - 64.6 -63.4 - 62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +482 +47.8 +47.4 30 ft -72.0 +53.8 - 692 - 67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 - 632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 -70.1 - 68.1 - 66.5 -65.2 -64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 -71.0 -68.9 - 67.3 -66.0 -64.9 -64.0 - 83.1 -62.4 +552 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 - 66.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +58.2 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 55.8 +52.2 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -692 -682 -67.3 -66.5 +58.8 +57.3 +582 +55.3 +54.8 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 - 70.4 +55.0 -69.4 +54.5 - 68.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.6 -75.4 -73.8 -722 -71.0 -69.9 -69.0 -682 +80.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.8 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +549 60 ft -83.3 +822 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 03/02/2009 - 5:01 pm troyb F:103 Elements \10 Loading 111 Calcuiators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES 1 m z 0 C V , 8 CO -o REMARKS KNIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WRHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' 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 IS 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 IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (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 VALID 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 IS 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. 0 --1 ® 1 1 ELEVATION I-0 WALL ZONE FIGURES 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 *9885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT • COUNTY' MIAMI-MADE LIMITATION: MISSILE IMPACT RATING: Tr MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE Jb) 1 201 !'' MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NTA) www.miamidade.eov/buildinecode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites - N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites.' t shall bear a permanent label with the manufacturer's name or logo, city, state and ami -Dade County Product Control Approved", unless° oth se no he ein.„ OA shall be considered after a renewal applicati4 nnhas been ed F n ere; hi.s b able building code negatively affecting the performance of this pro . this NOA will occur after the expiration date or if tore has b a rewisio orjch g d/or manufacture of the product or process. Misuse of is At as an endorsement 'f advertising or any other purposes shall automatically t ate-thiA OA , Fail to n of this NOA shall be cause for termination and removal :o� O .f I � The NOA number preceded by the words Miami -Dade C"o , 4 ,`Fl ida, and fo llowed ay be displayed in advertising literature. If any portion of the NOA is displayed, then tirety. y of this entire NOA sfiall be provided to the user by e available for inspection at the job site at the request supersedes NOA No. 07- 0731.04 and consists of thi proval document mentioned above. tation was reviewed by Jaime D. Gascon, P.E. E- 015.05 —Augu�t 2012 emb r ¢2, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: "EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04)" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 E. MATERIAL CERTIFICATIONS 1. None 1 " ;• , J a Y F F. STATEMENTS N a w a 19 1. Statement letter of conformance, no financial interest and co 1i ,;� , da 4 i 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Niele}, I . a 2. (Submitted under NOA # 07-0731.04) i � x. � 3. Laboratory addendum letter for Test Report no. CTLA- 696W,is by erti ied Testing Laboratories, dated 04/11/2002, signed and sealed bir Ran s Pa e1, F.R. (Submitted under NOA# 02- 1211.18) ' g 4. Laboratory compliance letter for Test Report no. CTLA -69tW, is'su b o Certified ® Testing Laboratories, dated 11/11/2001, signed and • yR. i.tel, P.E. (Submitted wider NOA# 02- 1211.18) - , Jaime D. • ascon, P.E. Chief, Product Control Division c NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS - 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS I. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Siff # DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VOTTICAl CROSS SECTIONS AND BBL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETADS 7 GAZING DEMOS DEIGN PRESSIARE PANG-R'I& WM MORON RERUREENT S IBEDID SOME DOT LINO Z 016 40, 0X0) W/60 NON- RB'ACT ME +88.87 (af -70 psf OOZE OM INT (ID6 X61010, COO) WAD 1401I -1EVST SEEM +57 psf -57 psf r JELDEN® Steel 1 �craawurrsameavnwr IP' EDGE OPAQUESTEEL 01/1SW1NQ LYPAC/DOORUIWISWIIHS WRNOUTSfDELITEB CONFIGURATION. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY MTH THE CURRENT FLORIDA HU9.DINC CODE AND HIGH VELD IIY HURRICANE ZONE 'IMIZ' REQUIREMENTS. 2 WOOD BUCKS BY OTT#RS MUST BE ANCHORED PROPERLY TO TRANSFER LOAOS TO THE STRUCTURE 3. PRODUCT ANCHORS SHAH. BE AS USED AND SPAT) PER ANCHOR LOCATION DRAMS. ANCHOR EMBEDMENT TO BASE MATERLAL SHALL BE BEYOND WAU. WSW OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RAT!! 5. MIS PRODUCT MB THE WAR REQUIREMENTS FOR 1MIZ" ZONES. SEE THE DtSIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACTED AND 00 NOT REQUIRE MWMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES. 8. &OWES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE 1?ESIDENTA116111ATED SIffi 000R(Cornnton la oeorobw C0MP0NENTCONSTRUCTIONS: famikek go. (0,0255 minimum thickness, GQNordzed Steel A -525 corrrmercial quality - AIQ1Q per ASTM 620 with average minimum yield ength Fy(ave.)=24,600 �. Dore design: Expanded polystyrene with 1.0 to 1.25 Ib& /af deadly, by JEID -WEN, INC. poor Panel Conduction; The active and hroctive panels are constructed from 240A (0. 020' min.) galvanized steel The face sheet tops and bottoms are bent Ef over the top and bottom rails. The top LVL rail measures 1.67' wide x 1. 042' high. The steel bottom rail Is roll formed 8021' gales del measuring 1.67' wide x 111' high. The sides of the face sheet are roll foram onto the LVL latch stile and Ponderosa Pine hinge shlo which ensure 1.67' x 1.0° The interior cavity I Bed with polystyrene, The face sheets are glad to the polystyrene. Fixed Lite Cone., The sash Is constructed tram 24GA (0.020' m*.) galvanized steel. The and glued edges in R The sidefite pane* are routed to recce the ODL Lip Lite Frames or the optional Trinity Light From. (See shy 7 for glazing detsha.) The lite frames ore sealed w/ AID glazing compound on the exterior. Frame Coeslruct(pg The frames are constructed from Ponderosa Pine jambs meaning 1.25' wide x 4.5625' deep. The door and mite head jambs are mortised and butt joined to the wide jambs and attached with (3) 16CA. 2' x 7/18' crown wire staple& The site use a standard bump face Panko threshold meowing 4.041' deep x 1.0 high. The threshold is attached to the frame with (3) 16GA 2 x 7/16' crown wire staples. 8 LINT COMPONENNS TABLE OF CONTENTS 81.25 MAX OA FRAME HEIGHT 275' TYP. - 80' OA PANEL HEK,7R 81.25' MAX 0A FRAME HEIGHT 0.625' .875 GYP. 0.625 80' MAX OA PANG HEW �- 74.5 MAX OA FRAME WIDTH - .125' 36.625' pANE ad _ 36 MAX. OA 44/ASTRAGAL PANEL WIDTH Egl ACTH v U . � 37.75' MAX 0A FRAME WIDTH 36' MAX OA PANE WIDTH ICI ICI IN0LE OUISWING IMPACT *TM TABLE 1: DOUBLE 01115WING IMPACT UNIT (X( VIEWED FROM EXTERIOR t 1 MAX OA FRAME HEIGHT 0.75' 8115 MAX. 0A FRAME HEIGHT 80' F MAX 0A PANEL HEIGHT Division 80' MAX OA PANEL HGGNT 0.625' .75' Alf. P5Lc7 IC.TRBV1SBD m ossrly lns with the Flmtda Bzild4 Code Ac.: ,.Visalia'; = any 13y / - 70.25 MAX OA FR ME WIDTH .75' NIJLL BAR Tr. .875' 36 MAX 0A 1YP. r PAM Yi GO. 0.75' 0.625' . - 107' MAX OA FRALNE WIDTH .125' - .75' MULL 36625' MAX OA BM IW ' PAWL NM 38' MAX OA 41/ASTRAGAL PANEL Egl mow v v 811 I 69---7 v ® ° DO ® ACRNE 1 Edo 5. I0e!oen Florida P. E. No 41323 PM, LLC 1535 Cogsve0 Stmt. Resides Florida 55 ►ass o.tfisem a Palkekotico rm. NM 15.5' MAX OA MUTE FRAME BETH 14 MAX. OA PANS. WIDTH 6' MAX OA 0.1.0. WIDTH 6' MAK OA DLO. WIDTH 61125' MAC OA DJ-O. HECHT $IIGIE OUTSETS IMPACT UN (0X0) W NON- IMPACT 115.5" MAX QA. SIDEUTEIERAMF WIDTH 14 MAX. OA PANE. WIDTH 6125 MAX OA DLO HECHT I DOUBLE oUTSWTNG IMPACT UNIT (MO) W/ NON- IMPACT BIDEIDES VIE18EO FROM EXTERIOR Prepared By: IT' MIL, PTC, LLC Phone: 321-690-1188 Far 321- 690 -1789 RI N gz g h 1 Legg \ ssss W O C1 0 Q�k DATE: 9- 1 -01 NT.s Dm. Er6 IWJ mac. sr: S SAFFELL DRAWING NO.: S-2104 sseEr 1 of 8