Loading...
WS-13-2638 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-203418 Permit Number: WS-11-13-2638 Scheduled Inspection Date: December 02,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: VELEZ, OSVALDO$ANNA Work Classification: Door Replacement Job Address:1091 NE 96 Street Miami Shores, FL Phone Number (305)751-7578 Parcel Number 1132060143660 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE SIDE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 27,2013 For Inspections please call: (305)762-4949 Page 10 of 24 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 2 013 INSPECTION'S PHONE NUMBER:(305)762.4949 ��`o 0000000000 onmoom©o FBC 201 O BUILDING Permit No. PERMIT APPLICATION Master Permit No. W S 13"X05 y Permit Type: BUILDING ROOFING JOB ADDRESS: 1611 A/'r I City: Miami Shores County: Miami Dade Zip:T3 3i Folio/Parcel#: ! 3 �L qty o t L — 36K Is the Building istorical) Designated:Yes NO Flood Zone: g y � OWNER:N �aI Name(Fee Simple Titleholder): (� �' �� o / e le Phone#: P 'v 7 J� Address: I ®5I T 1 C S City: nj /a M ) � e S State: � / Zip: 7 Tenant/Lessee Name: Phone#: Email: CA® V e �- J ® U �Z. A ? CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 1�6 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew *epair/Replace ODemolition Description of Work: RC P @ 0 e- e A I e If 5 � Color thru tile: Submittal Fee$7�5D' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 1 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 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. y Signature _ Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by day of ,20_,by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: x�x�x�� APPROVED BY (��7 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) t0 Miami Shores Village Building Department artment "" °"' 10050 N.E.2nd Avenue u-W-0•01 Miami Shores, Florida 33138 oR k Tel: (305) 795.2204 Fax: (305) 756.8972 g OWNER BUILDER DISCLOSURE STATEMENT NAME: 03 ��d � l p�- DATE: 0 ADDRESS: M 1,6L &L I` �i a; Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 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 exernption 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 odes and zoning regulations. Please read and Initial each paragraph. , e 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 2. 1 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 3. 1 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. Initial ®WE/ -4. 1 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 substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that as the owner-builder,I must provide direct,onsite supervision of the construction. Initial O- 6. 1 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. 7. 1 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.I,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. Initial �� 8. 1 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. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern 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 10. 1 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 htto:/1www.myFloddalicense.com/dbpr/pro/cilbfindex.html Initial 's 11. 1 am aware of,and consent to;an owner-builder building permit applied for iri my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 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 Initial 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 returned 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 day of , 20 By who was personally known to me or who has Produced there License or as identification. OWNER NOTARY � 6 J CITY � 2013 BY' � L d t►���r�� Y rc M 4 �a gr DEPT 11 .:UE3JECT TO COMPLIANCE WITH ALL FEDERAL Audi)C )l IN (Rl1L i=S AND RF(MI ATIONS a - ,... ,.�..�,.nr.z.f:•,.n h w "t, vnl�.' ,,�5\:y �� 5,�,{,nrr,� .t-. �'Vt�!4�'°t irarl�i 'Y r„ ..y.. �. ,. _ r,: ,,�a• 11I t P `!"ts wr., C',� i+�.:: t 1 ';c i .-a9.� r "'.z .�S.etc.!v.;. ab+a, •i:�a h.,s;.-��1 M.,.wP,.. t,... ,,..an, .,...g L,a+.., r..i..;+ti �, ..r :•.;r.:a,.^ nr. 1 yl ��`` ,� � 'dp„r r�1,.! . 4 •irc''`t...t.aatT ..q;.r'.� .e{.r r,_...� {.rS.a�l,. ':,,M•,. .. .1.d•.�i..,.A. �•iy+- )p' ' ty! ti tt•rla 11F F., S�• LOTS BLK Wh ,3 ,`s(y�dj• !�w ..Jr ki xw 1 r' .. ��rtJt►' ,«•.,,"'•���1'ruvlws •.� .«w.....«.w+ ,--.'"",.,«�.�.,.�s:�",�a. � •. ..� «amss iWlu, "".�e`+wr`ui•.�r,e,.»r..,u•w•u � . j ��.ff�� t.tlMt•.i.nwM.Ittq*rry5ftf•iM••i.M fNMAwr•,,a��',,rr�Y Wrt•nrruwltM+�r•e1 /�I" M1�•WU' ,11 � VY + WOW liml ' •r+«w.wrw 4i Wr}H rC.,ti. ' 46 5 �yt wr•«n w... •"'•b IJ' z 370 rr'•� wl«• .&.i.4�.,'A ,/....,...,�..w.rr!•°'°°"•°titti.• G.7 n �ry�q `�ti r..««w«awr..«ww x..+•,««rr...,...rr✓w.•.n«w+wr+ �«M� ««. i.« .. '•d �j Ito•• ''• 44 O 12.60' ,.y.,•I,w....•re•www • •t 44,06, ' .„ .,..... w....w•.�..,... ,,a...� �. ,....0. 75 .�. ...µ ..«.�.. Ilk, I a Y l a co ti Pi I �� x r�..r�,,,„��s::�a'...... � lt�.t►�' ��.f��°��)f$�.1t4'�'�}j �' I.F" LOT 2 BLK 82 4 �:I CERTx QED TO s OSVAIDO W. VELEZ AND ANNA MASPERU--VULT, ., 1 p •W...««,•.r S&LV•C41 S v is 4RZDA, 33138 e a 'CHRISTOPHHR Ps RELJ.IL• v P#A 4 q INC., BANK OR AXERICA, ITS SUCCESSORS AND/OR A17SIUMrlg .•,;.+. LEGAL DESCRIPTION: LCT ........,.....,..«.�....»w. OF XI I SHORUS SECTION NO. 3 .� ...,_.-�.,..,.....,..«., ACCORDING TO THE PLAT THMEOF AS RE aORDI"f,)IN PI-At'800K, Hl AM:f.��TMPH, ,. i'1�� °rear; t.�i iryi It" F�I'�c;r"aC���,�� .. .. .. .._................. t'.rr.�L.P4 i��r 1�1.+:M Florida Building Code Online 11120/13 2:47 PM e Umt xl�k °` a7n 1� l� ,d f11 fib.i, BM Hord Log In User RegistraWn t Hot Topics SubnOt Surcharge Stats&Fads Publkatla s { FBC State E BCIS Sfte Map Links Search i Businesj nal Product Approval R: U38 Public User Professi - Regulation �u �l a Product Approval Menu> Product or Application Search>Application List>Application Down ® a sus FL# FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived _ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbc @jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541) 882-3451 Ext 2900 stevesa @jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute, Validated By National Accreditation &Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvKmQdIOUtQtjYlylOg7j%2ftl3jOkuyjlzYgeFdpXfbuEA%3d%3d Page 1 of 2 Florida Building Code Online 11/20113 2:47 PM Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products FL# Model,Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15558 RO C CAC NI011082.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation Instructions S-2104 for sizes, FL15558 RO II S-2104 SS.pdf configurations, design pressure ratings,and installation Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 details. Created by Independent Third Party:Yes Evaluation Reports FL15558 RO AE PER2035 SS.Ddf Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEW employer.Cooyriaht 2007-2013 State of Florida. :: Privacy Statement:: Accessibility Statement::Refund Statement Under Florida law,ena8 addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.N you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licenses licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine V you are a licensee under Chapter 455,F.S.,please click tom. Product Approval Accepts: ` 7 rrf-C-� ethcxt security>ei rruc, http://floridabuliding.org/pr/pr_app_dtl.aspx?param=wGEVXQwvtDgvKmQdIOUtQtjYlylOg7j%2fti3jOkuyj[zYgeFdpXfbuEAYo3d%3d Page 2 of 2 t- 127 W.Fairbanks Ave. /p/A\\k BUILDING DROPS n Suite 438 Winter Park,Fl.32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report Of JELD-WEN,inc. Energy.Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1—A(Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steed Outswing Door w/or w/o Sidelites Materials SteelfWood Product Dimensions: 107-:X 81.25."(Mwdmum) Prepared Fort . JELD-W l id°,ine. `%% �tit� rrrtt���i 3737 Lakeport Blvd. F. lGa math Falls,OR. 97601 ��•��� ;,•••. . , ,F.� Prepared by: 6 7 Hermes F. Norero, P.E. Florida Professional Engineer#73778 Date:05/01/2012 ''���'"��•'.�.....•• Contents: Evaluation Installa on Report _4 /ON Details Pages 5 ''��7Fi l h Digitally signed,by Hermes F Norero,P.E. Hermes F.Norero,P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.0117-42-30-"W BUILDING DROPS FL*: isss�•� A Perfect Solution in Every Drop Date: 05/01/2012 o: 20 Certificate of Authorkation:29578 Report Na: 2835 Manufacturer: 1ELD-WEN,ins. _ Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005{.1j(a). Product Name: Energy Saver/Contour Wood Edge Opaque Steed Outswing Door w/or w/o Sidelkes 107"X81.25".(Ma)imum Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for 3ELD-WEN,Inc. based on Rule Chapter No.9N-3.005,Method la of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial Interest in the company manufacturing or distributing the product or In any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions 5-2104,signed and seated by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1.- This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane.Zone(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond waft dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not re quire an impact resistant covering on outswing.dsocs: 4 Non-Impactsideiites do require an Impact resistant covering when used in areas requiring wind:"6.debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. S. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5-2104 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.7377&- 2 of 5 r BUILDING DROPS FLV: A PerfectSolution In Every Drop Date; 05/01/2012 Certlflcate of Authorization:29578 Report No: 2035 Quality Assurances The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc. FBC Organization rganization#QUA1789) Performance Standards: The product described herein has been tested per: •....TAS 2(11 794 • .TAS 2t32�94 r • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date:11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) Hermes F.Vorero,p.E Flor'KW No.73778 Page 3 of 5 BUILDING DROPS FL#: r�'S58• t /9/N Dro Date: 05/01/2012 A Perfect Solution in Ev o: 20 5� Report No: 2035 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of` sufficient length to achleve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking Is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.75"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure xx,oxxo x,oxo,xo,ox Positive 57 PSF* Positive 66 PSF* Outswing Negative 57 PSF Negative 76 PSF *Units meet water Infiltration requirements corresponding to noted design pressures. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 5 BUILDING DROPS FL#: t SSS� A Perfect Solution in Every Drop Dater 05/01/2012 Certificate of Authorization:29578 Report No:: 2203 5 43 tifi Installation Method JELD-WEN,inc. Energy Saver/Contour Wood Edge Opaque Steel.Outswing Door w/or w/o Sidelites W_FTP 6 rrp. II --1 i� 1 #—##r # 1# '1 # Ii #I 1 tY _I ,... .#. i#.► . t:#1 :. 1: 5 $ SPAUS PACrS 0 13.85- - - _ J! !00- '.;rY:rP. t 6 "Al. - i1 ).1.-_i I 1 ''��pp 1.�I�}-h•��.I-_1.." 11-! __1 _ 1 # -, ermes F.Norero,P.E. Florida No.73778 Page 5 of 5 .. 1 Hr ,;.A q 2 Company J1!aT•,p-WEN Exterior Doors < Certifi#on Na: IX011082 a> 377 Lakeport Boulevard Ct;rt[fiitlipri Date : 05/01/2012 1Cl i atla Fails,OR 97601 Exptra j.6A:pate: 08131/2015 is Product. ��I:�luiergy Saver/Contour"Up�que Wotad�ii: gttiteoi Doot' �+�x w!a Sidelites(wood frame) Specla,4 l 491T To: TAS 201/202203,0+ , i,zr The Notice of Product CertffCca:tione ls.bnly val[c) a*,NAMI Certification Label has been applied tQ t11tuet n 'Jescriblttltk#hit 4ititlt#!ri#�H `i'li +�trti�ii0afirtn label represents product corrfarmlfy to the appiicable geciiication and that all certification crlferin h id itatgttr; i'it�t�gsil, This :+Yitliln 1+IAMt'S Certified Product Ltstiag at+rwiv i�amicgrtif antion com. NAM I's Certification Program iy:urC}#`�i40 ltd't"ho America ' 00011oi t�la!# or a# tP#lfwin{AN3A).' .. Inswing Glazed Design Wdicr ititisfiile "andi lftunrt Nltrt� er �. „ Configuration or or lMtit+�ii�tunt Pressure 'C�f innpaet .�C outswing Opaque 8Ir Pos/Neg . : ..Pre�s#tro Itat t'ti�tltitrut>ti s X +fJlt�.' Opaque+ hb6t-70 l00 tysf. Y # Y hivi' ¢ Single' t `w Max i�ancl iiitrt �t}', li"8" 4 tat<taiCstt¢�ri���irtils, �t IUat I1�1 .. OX/Xt3 �/8;: Door-Opag4d �#'h"�h'Xi#►" Cli6la74 ltP�4ilr�i ' �)tftCk �'�� Ci�,.�hpol�' � s. Single rv�Sidelite 8 Sidellte`Glaztt ►tlrl!# lh(tt S eii+e t,L t G''a 5'3"ilii►"°foniow#1 Class) �:., ,,;, >� � .:�, � .: � d a �, �,., OaO..:: t#l5;'...r' poor-Opago 5►10" 6!Ei)" Gl"�10tl,�)tit #i91r� 't ' ti9G►'►' 53ngle del�t� Sldelltes-Glazkd j dti i,it y {h tax ixar4at Sixes 31V:X.6 th": i 8id�elito i#W 6"i',4°3"(t/&"'Comper$d t,lasaj N tttl t+}iisF 1 Vii. ,, kX l iors-t?page 6'3"x 6'X0" +571.57 $55 :psi latH !"4a C'tA96 : Double. . i4i�x f an61!8tzes 3►0't:x 4'8" F, yk:" t [g loo' taifas• 1 I.i< GtXX. ., t /4,,,< poors-Opaque i t x 6 14 *57J-57 8.55 pit . l3obr YID# CTLA Double W/Sldetitos' Sldefites•GEaxed Sideiit&s.l u Aiaz Panel 8lil�ite pLO:6"x 5.3"(118"Ttinpered Class) • 1rtrt,v�a4 r. Ya; National Aa redilation&ManlaBertf�q�t.Institute,Inc.%4794 George Washington Memorial Highwaiy/Hayes,VA 0 Tel:(004)684-5124/Fax:(804)684-5122 o NAMl AUTHORIZED SIGNATW+: 1 i ' �j Steel�y 7+.6•VAX.oA Ave IWOM 7a�'1a1r DA fRAUE WWTN � � I, �r���V I L\® V L�i7I• 76'MUU SWEL VAX.OA �4 ,875.1YR 1�• 1YP, BAR TYA �L1lIE fib RIDRt J 3&628 VAX 0.A 36 WVL CA 878 6'WUt OA 14•WA OA PANEL N OTH IV. PANEL WIO1H PANE.tMw Rom AM 8* 9.1.THIS PRODUCT s ONED TO CMRV MIN"RTE cuRRENr fLO�DA 8WL0lNO �. �. � � QA D L o. Lro�AMW.Hor1+rktot2iY tR u ItT1E Ttvtrx•ors , wX. 11�n' 21 ease eY oT1rERS,MW BE AWIM PRl MY m TRA1OU LOADS r0.'THE S1RikRIRE P� PANEL. 63126" 3.PRODUCT NOW SMALL BE AS UM AND SPA=PER ANOWR LWTION �� ttEWtff VA1L ONANINDS.AfX2tOR p4QEdtENT m EASE YAtEr6AAr stALL HE B6YOxD WALL 8 �. oA all MONO OR STUCCO. 4.SEE TABLE I ON INS SLEET FOR Dk51CN PBt:SS W RATTN63. $ 8125. D Now S THE DESIGN P CHART e0.0W� •20NES SEE OAE fRWf ::' 6. DOORS ARE PAPACT RATED AND DO MDT REOIRRE WM-WM f ®' aPPRnvEO lYPncr RESISTANT 5HUTTERB.. 7. PROVED WPACr RESIBTANT eHllf�ERS AID REQUIRED FM SMXS a C0 a w AtiD GW BE Its RI A aw w DOUBLE Fa a go a62s'', 0.78• 0.628 DOW-low 10r VAX OA 1TTAlIE 4Y�01N s 37.78'M.OA 878` 1 .78 VUtI 16:8'AIAX..OA Foci shaft,24 g0.(0.020 a WMM MkWi ee•trolvonlzed Steel A-525 Mar WIDTM TYP 'INX OA am 7YP. Swot WWTN eommetalol Quo6tY- Pw ASTV 6211 WRh average a*J wm*W 36•VAX.DA U0.OA 14 ROt QA } etrongth fy(ove.}m24,800 paL - .8t8 lip. PAAffI.6�R1 Gf PANEL.WWiN 1rAAtEI TNDTN PANEL NtD1H 2dtm(G0 Expanded poyalyroaa 011 1.0 to 1.26 8W./at don*,by W/ I'"Oie0-MOlft*-n:fa mw and ftf a ponelo om eanairveted f "' ® ® ® g• 24OA,(0.020•alb.)g aieaT.fie tw&ma1 tow odd boNo w0. bent V over the top and bottom rotb.7hd top Lit rob meawma .6r wde x 1.042'Ngk The ataol ba1WW r a Is rob kmW 0.021• Kew AM o la Voa! ng 1.67'WWe x 1.21•high. The ewes of 8m rase are 80' go` 0.P' ra8 t�rmed ado the'LYL latch db oat Podow ptno hinge Whtah WAX. W1X •meowre 1,67'x 1.0•.TTm hdolor cagy is Md With patyatyram. Tm CA OA two sheets are glued to the polyepreae PMU t3WEL Olin' o FTrx Canxt.r rho$ash to c&t tcted from 240A(0.020'mb.} slr ww HElONT fiE16Nl' � " �e.aleal The edges of the face sheet are bent BV oror MIS pa core ® g; orw gkrod W O.The aidaRte pwada are routed b roceWe am Uta 8126 8128` Dta frames or die Lbht Fromde.(SO A"t 7 fw Wfl VAX. RW ems} The the frames are a sled W/O80 gbxtng comPoaar an W ® OA •t all vmme - !Mrs:Tim Irma w dwistmoted Mom Psnderma Pw HOW TfERRl1 �/ t� am mow wW butt xjokw o Ike 510 jandre and attaahod With(3 1BttL PAW 'x 7/16'amen WXe alopTss•the Mate age a Mandam 6nntp tan throaW measuring 4,041 deep x 1,Q'high,rho threshold b ago" f h 1 x 8'd tltlt/t pJBi,fOXXO1.W/NON-IYpACT ', Og29• g.. 0.7S" 0.626` F. tot ; wEwm txmt exlorrnR u s TABLE 1 �°W°�••,• p0+~''• prePw�etc arAU'B-NT51 y WFRWA OWN SECKV6 ANU MLL OF MAYERUS mom M 160.16,'to trro er Y02TRAIW4 ROAM a 1tE0f0 � Bp6tEdO4.1Adf o0. ) +86 pat.70 par oat ova 5.SAFFELL �► •• 00. t/MD?pRrXAAC7 S6DIWi lgtu*signed by Hermes P Novara,P E "`+i •' '••$W IXAJ6IE ODpF.fASt{qt iWt lR0 tlXa4) +87 pet-S7 per m i smapproving thb dowse t plate 407&4-fW97 S-2104 6/WftWN-tWiC1S8pDFS ates2D12 05 01 1751sySfi4W rdla wean Few 407-&4-2386 New o 4 b o.�s`�Ilrt coNCRETE/ o.�s`� coNCaEIE/ $`, ;�••......-----�---. EpCE DISI tAd50NB1 Ei��. EOM oP AIAfNRY I.so' or o t so' ar Fpm m LAIN. 1UN 1 B � aiy2���5�yo p.." I O E11a } + 19 LK g TNtti'aOu µ . 94 �f� f; ! SEE WAIL 7 T' SEE WOOD ON SS I HEET ON y_. an�1N1E b ff I SEE NafE'$UN `9 SEE 3 E 3tfHNd E�f . ro SHT. d SHT 4 t { t�d 1750' 0. ;` Pmu Taal PMEEt T IC ., 3a -' It SEE NdiE To�a ..2,1 � t l/�'"T��F•UNI�LrkE tT#1 l++�+F w�.t€�..�.„ }° I A D r,, 'MIN.ut w "? i{r+nm,w,EFw{ tia nsraaaai ro ). ( ,_, m§n 181If.�4E came 1NI65I< ` ., 8O 0' 4111 1AGik nth�H9f�st ft:f� .. ,.. 3 , eras` Mo, alas utbut e i ?r f JIM MAX Wi% MAX SE9tKa�Nt tAAXr ,�h¢/�"t+ a�S !� e �' oa OA oa oa a rural �tur PANEa �,11r1 TtrNdt1uy►�"u u �. HEWT rr ` "°cNr ,( t� r, SEE NDd� - rtF IW�sut�� .. sax o s Ht I ~ WE W a QN 19 M SIDtTU(E flttU f{gQ,,51{I aHtY 4�w{5(tt1tGER';WRtIED P qnW FMC} IU SN T NOTE IiQM 3 ��-C$t EE NOTE 9 O Y SEE �N, y IQ � tavc re SNf A sm w NOTE 3 a 12 ON&NEAT S 31 4 0 ,1 r0 MIIf taSN' 7 gO• / 175"� 5.50"WN * *~ mr tan 5 SJIFfELb Ewa er OIHERS MtM EDGE alSf BY 01HER5 .ti •_ ,oK gat-e •a>ea a �► If SEE NOTE 4 2 1 4 7 1 8 6 6 3 2 10 SEEK 4 7 ON SHT. 4 5 9 2Q S2 1 18 214a 34 17$0'YIN. • PANEI TNK. By omm • 1 ,; l61TEBlOR . . �, • 0.79" ��� 5r 1Q r'',r i 1 f 0 81 f ► 0.7$•UK � EOCE °• `\ SEE DETAIL 5 SEE OETAR 5 ,•° EOGE oIME r° QN SHEET$ ON SHEET$ �: � �`� ►; ' D 190• • '° • i ° 0:2$0"YAK. CONCRETE/ MASONRY BY OTMBRS SEE NOTE I ON W. 4 $ AST ACAt'TNRQW BOLTS(2)TOM(r EACH) 17 15 1 7 40 5 '7 r '1 21 4 34 �B 0 .1*oW r 0.0.1.G.AT TOP 8 BOTTOM WACTI SEE NOTE B l4 ,r 1 SNi:4 Be c gataerer TO tir)i,�, t.79G" NOTE RU 24 NOF Tim PAW.THK t� \ '" �' IR FOR "'� B�BlG$ D �W�41 �F. i � i SEE DETAIL ,`, ,•''' y!'iC + Si" rm -t1- 1 SEE NOT 4 SM. 4 4 .1 ON THIS rQ 1 }j. r° P aim en N Jtstf f tit C NT L Alf], S S ��.. ��` 1111i0DIG Or10PS DIG 5-2104 4n 7 asst�a .,.. SEE NOTE 7 3 SEE NOTE 4 4 A4 2 8 4 �'1 t 15 21 4 13 8 " . B 3 B 9 �14 14 ON.4 ON SHL 4 " 4 4$ 32 E'tUtER�tB 1.780".MIN. f1r � SEE NOTE 3 31 9- PANEL.7W,EXTEM ON SIT.4 / 3 �\ INTERIOR // `.��. SEE Not 2 2 SEE RAZING / � 01 ON SHl',4 DETAIL$ 3 % lO ' SM NOTE'S 2 �' SHEET NOTE 8 //// \\�\ 5 st N1irE S , , T T t ON Slit, 4 ,1 i ``�` 2 OWN x..48 M ON Si! 4 2B / ` SEE DETAIL'S 4 ON SHEET 5 own 0.750" 39 ON SHEET 5 39:' DETAILS,SHEET 7 � � 1. �0 FOR M/26 THE/IO x 1',AF1i'SC%WS ATTACHING THE WPE10At.a�TRADAI TC)110i'WCTK DOOR IS B,O� �` 16 a0 4 31 ON 5 43 AS FOLLOWS. '-ACKIQi AJ LO,,2.5.4.01 5$. 20,01, SEE GLAZING 2. SPACING FOR ITEM 123 INC 10 ar 1 1/2 KAAriC V S AS FOLLOWS 2 36 A 4 pEUVLS,51UEET 7 jOP dr BDiTOH. �6,., $�1TL ( .1,D"iN CROM FhCH CORNER OM iH xIDES YM Y, f 111 pSGi� k"RNGL#:1W, 110'.264", 307,82 V A 0.10 `♦ ' 3 SPACING FOR lT1iM/31 TOE: p 1/4' >1fA11 ITO NAG.ATTMMO THE OItiRTQR.R(NINU 1p TH1 !i(DTTItE AND flEM/8 THE f80`A —X-1"kNAO 1KHAi NAZI AI'1AC106 TIIC MULLION CAP TO THE MULUJON NAIL VL?ITIIIIY 15 R5 EXTERIOR (1 N f�ID«SNAN fFOlt d�. {e:", t 2$".IN FROM 1 GN vook(N MT11 1111 1TUIL1.. {f".T1I 1 T 1t Nr3&MIIL� l _(OH C PI: 1,kS`FROM IRPfi 1;W)k 77C UORE �' \ AOED�!°IQUU, :. 2 �. D•i2S'MIN. INTERIOR 4, Iwo ATTACNMIO THi HIRIKT:I+IAfP 1'0 I!I JAMU AND DUCK USE ITEM 125,l4/8 x I I12 1'111 WCNN! SGRfW ♦ • •.' �\\ ' GLASS 1w. mo AIMMU INC IWWt'NO TO 111E^W AND SIIEUTE JAMB AT THE?AAUOFI_Ukt Itf'M F 4 A 18 x 2' PFH WOOD 5. SPACI R HfAt 1II6 THE 18 x 2 112"PM WOOD SCREWS ATTACHMI,TTf 1 oii;TOGFTHkR AT TILE WLUON, 44 `' IS AS FYTLLM 8;0'FROM 17/�'H VCRT1CAi,CORNER WITH(4)MORE SCREW�OU}ILLY WOO ON K Ff= ON W, 4 /;N HORIZONTAL CROSS SEOPS a THE SIDEUiE PANEa S SECURED INTO THE&MM JAMB W/ITEM 128 SUCH&CAUU(ON TIVE SIOES AND 3/8"OUARTER ROUNDS SECURED WO REM 131 BW10 TRIM NAPS x 3/4'LCd&' 0.75'MIN. � 2g SUSHI:. B ,�� t ��� 7. WHEN A1TACW THE HINGE TO THE JAMB AND DUCK USE REM 127,A/10 x 2."PFH W&N. WIDEN ATTACHING CODE ws °' ON SHT 4 ;,.�:� g F. THE WIDE TO INC JAMB AND SDEUTE JAMB AT THE MULLION USE ITEM 114,A'Ito`x 1'3/4'PFH WOOD SCREW, � ,, � . sau 11-01 a -SPACING FOR ITEM 148 THE 16 x 1 112`PANHFAD SCREW(WITV UIEFIUMP IS.AS FtNlUWI: SE SHEET 6 ` .••'` ~ '''Qp�% rimed er sow+ N.TS, cmm 1 FROM HE TOP OOWM R u D 3.25, 18.0825,32.8125 ,47.5625'k 02.625, °W sio ea JWJ i RTF:I.REFYzv!E 1bP,4 BOT*Ou FT1OM?H£LEFT:ONE(1)S REW AT 4.4375'. Q.?SO`MAif, * T * "n a SAFFELL S. ALTERMTE CON EETTEE//MASONRV INSTALLATION MOM OF MAW PERRFh WOE CHAfRACTEMIT-14 CAN 8E USED UPON N RRO178 OF THE ARCFITEOT OR ENGINEER OF jCCORD FOR THE A"OT11'INSINUATION, so` IM USE REM 151.WHEN NISTALIIHG ONTO WOO SUBSTRATE AT HEAD k JAMBS. WE 1fE 425 WHEN INyIaM INTO � �i �?`�, 407 8N4-89S7 5-2104 F�ULUONS U5E ffEM/16 WHEN INSTAaLING INTO tXINCPo TE/MASONRY SUBSTRATE'AT'SDEUTE rKIS. 4� yutol' Aw 407-O4h2388 of r e Cc 74.50`MAX..OA FRAME 70.25"MAX. OA FRAM£N� /-SEE DUAA 2 .-/ ON THIS SHT. SEE NAIL 4 4.W'TYP. 9.00 ON THIS SHT. XOD, 6.58" &00'M. t5 8.00"im i�, 00'TYP. SEE DETAIL 4 1-4. TYP _L 6 �. — 775' ON THIS SHL 6 T1'P• I { I t I I 1 1 7,375' � 5t 5t k. TYP..' TYP TYP. 3 , 5 SEE NOTE 5 — S k 5 SPACES •. ON SHEEP 4 SPACES @ 13.85 OEGN 6 iS.85' �DEM 5 ON THIS SHT. — 81.25' ON THIS SHT. - MAX MAX. OA Y2g x CA FR4ME FRAME 5 / t 15 0' _/' 71'P. — HEI WT .I I J' 7Z — -. 36.25' Tw- 3& 25' t 6 — — 3.00" 00'IYP. 00"T1P. 12.125` 4' g 3.00' 1.00"TV. 6.00 7.00'IYP. 1YP IS"MIN. C-Swx SEE DETAIL 3 ON THIS SNt .Slug E DOOR WITH mc1 AIEGfi46 L iTIONS / \ DQ((���__ M MW SIQEL((ES MCHOR LOf"�TKaNS G! M iN1FRI0R V"M FROM MIT£RIOR 18S125i\ 25 16 53 SEE NOTE 10 i4 2 SEE NOTE \ / ON SHEET 4 7 SHEET 4 \ \ c 41 �NK FOR TIQN ANCHORS ^ \ / \ \ I I �` SF• a W . 0' I ` I 5 I I .`k� ..••" . .p�i, are S-t t-oi 24 ;,• O swa T.S. 41 4 •° SEE NOTE 7 / \' \ 1 4 SHEET 4 *, .i* owe sr JWJ opi m ffn S.SAFFEIt 5 -' S '. ' ortNwr MO., DE[all 2- A EaN a..uue ®11�RFeuOte _q MAIL 6 � �• �'.•` RUNG BPS.64 5-2104 ASRRAG4L STRIK£PLATE ASTRAG4i STRIKE PLATE HINGES TU ima&DOOR STRIKE PLATES TO ASTRAGAL STRIKE'PLATES TO JAMB ' '� P6aa 407-644-6657 nwa � Fmr.407-&4-2366 s�JL orb I i !07.00'LIAR OA FRAME t1DTHw-°^`A— $7,75,MAX.OA "T;a A. FR+WE 117DTH SEE DETAIL 4 4.50'TYP. ON SHEET 5 3.00• �• 13.41`T1P. 8.00' 3.006.00*TY. TYP• SEE OETAIL 4 ^3.00"TYP. ON SHEET 5 6 M. I I l I! T 11 1 t 1. s I 7.378' & �• 6 7YP. gt St 5 5 SEE NOTE 5 _ 5 SPACES 3 ` .a SPACES ON SHEET 4 3• ®SPA1C3� 0 11.54' _ •,, Q t3.85' 25 SEE UT&5_ 81,25' SEE DETAIL 6 81.25" f ON SHEET 5 ON SHEET 5 MA OA 1 1 FRAME 5 .I , 2g' FRAME . I � r HE)HT ! 11 1 3 3 � 36, 25' 18 36.2S' 16 a 1YP. 3.00' �.. 3,00" A.t `tYP. 8.00' 3,00"TYF+. 7:Do T1P, ) 7.00`TV. ?L TYP. l 1YP. momm m i SEE DETAIL 3 sm QN SHEET 5 a g�F�R I6ryTH SmFt rtc'c ANt�IOR°COC�t10N� a�- "'�' • VIEWED FROM INTERIOR � "no's urrrrrr,, W gr d sc Pmw ". N.T.S.7 .. dwj cm ff*S. SAFFELL ate., :2 Qr ,Qs '. �. mm om W- S-2104 Phony 407-6"-6857 7 �nre �a+areg F=407-W-2366 i ' I i , 17 50 3 3 EXTERIOR 0.125'MIN. TEMP. GLASS CKNESS .. INTERIOR 00� 1 SITE 1 2 50 2 4 50 38 2 SEE NOTE 2 ON SM. 4 EXTERIOR 0.500'MIN. b OWING DETAIL 1 G0M W 0.125'TEMP. 0.250'AIR OOL UTE FRAME SINGLE PANE GLASS SPACE 'oil 1/8'TEMPERED GLASS POLYCOM PP5530 C13 IN ® E� .50. o.tzs'rEMP. INTERIOR 0.50 INTERCEPT GLASS GLASS STEEL SPACER SITE 50 17 29 29 48 50 4 49� T 48 W. EXTERIOR 0.125'TEMP. GLAZING DETAIL 2 TRINITY LITE FRAME R+; GLASS 1/?'INSULATED TEMPERED GLASS 1.000 MIN. LUPOY EU-5007 CLASS THK. 750"AIR SPACE 4� 75`x SIY:84TE 0.125'TEMP. ALL GLAZING CCOOAIFlCURATIONS INTERIOR STEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0.50' GLAZING REQUIREMENTS OUTLINED in GLASS IN FBC SECTION 2406. 5 4 49 SEE NOTE 8 BITE a `,,` F , ON SHT 4 l ,+ pat 9-11-Oi OWING QETAIL sea U.S. TRINITY RE FRAE mom i'^ 59 1'INSULATED TEMPERED GLASS T tr ax en S.SAFFE L LUPOY EU-5007 %p er: puma MD.we auum MWW 440-644-8957 5-2104 0 vas[ �assre For 407-644-2388 OF 1.570' -? 1.87Q' 1.870" 1.870" 45625` r�r 2.186' 1 : ' •0.L90r zro' 1.042 t20• / / / DOOR ra WTro�RAIL 13 r E ` r.r Lk 2 a fORro9t1PR 2404 0.021 STEEL PNE �k wpm 4 44 P0110EROS4 PWE u. 0.513' --)r'-0.125' �+ h 1,645• ;x360' "may..' 1.544• 1.544' 1586• 0.63, a p � �a14D� ..�-1.750".--I' •�--1.750•--� � 5r--� x530' fit• 2519' 2521' 10 _ x gjEEI 80T1OM 7A8 1Q SOt"GEL Q-LON QDS 850 45 1�PILYFR GTE ERA11E 47. 38 . POLYPRf1F! Pa YPROP. POLYPROP MDT x 3.0'LONG TR94R1'RAM GTE 1QT MATERW Tf�BTY P1AS7rC LRE W MATERW. Olt PIA=LIE IT"041L APPROVED 1WDER MOA/07-o828.a1 APPROVED 168>ER , T-Og'ie.Of APPROVED UNDER HKIM:J209.01. � . 1250' .11 . 0.868' -�- 0.482' I O.W. MRS* T- 0.824' o � o / 0.375 ^�' �-1 Raw O �"J 1.750• 2,5�' L7J8.0875 � / Poi Z.oaQ• O O ASR?AG4L FIRS rYfO 0.3123' � ��+ 21371:012 wk x 9'LONG BOLTS; O 0 --I 1.375- r- L O ' I 1 ON TOP, 1 ON BOTTOM I I 1.025' -{ 1.381• O Q yaQB7'-----��-- 1 4.000' jCMPERIAt1 PLATE; OLtU $�1 PLATE �LATCH OEAO 40 6053-78 ALUWNUM 4r (1 aa1 S1EEl) Si 53 BOLT PLATE OP�(81.25 LOW)' O4'x 4R•097'TW StEEI SMEL t 11.879' �1.710" 1.000" om 0�1/SEtl /%/ t Y// h--4.041' 4. r 19 NO LOOK SOCK ♦• ` '! Pl w t 2 Qnhm JOWTED'PONDEROSA PWE r I Component and Cladding Pressures,Wall and/or Window components in accordance with ASCE 7-10 w/mean roof height<60 ft Home Owner Velez Address 1091 NE 96 Street Miami Shores,FL w Specialty Engineering Consultants, Inc. Date 11/20/2013 Loads specified are for Allowable Stress-0.6*W ult 2.4.1#7 0.613+0. Zone 4 Zone 5 For theta<10 degrees the GCp values have been reduced by 10% Unbreached Unbreached Effective Area Opening of component GCp GCp GCp P P P P Mark width in height(in) ftA 2 Area Used (positive,4&5 (negative,4 (negative,5 positive negative positive negative 1 32.0 80.0 17.8 17.8 0.96 -1.06 -1.32 46.8 -51.0 V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1a 1.0 P;=g h (GCp-GCp Risk Category II Table 1.5-1,page 2 Exposure D Section 26.7 Length of Building(ft) 65 Width of Building(ft) 75 5 Meats Roof height(ft) 15 a Kz 1.03 Table 30.3-1 Kd 0.85 Table 26.6-1,page 250 Kzt 1 Figure 26.8-1,page 252 a i i rJ pitch of roof 3/12 14.0 degrees theta 14.0 degrees Q Q 1.0 Reduction factor for slope of roof `j qh(psf) 68.65 Velocity Wind Pressure @ mean roof height GCpi 0.18 -0.18 0.55 -0.55 See Table 6-7 pg 62 al 7.50 10%of width 1 a2 6.50 10%of width 2 a3 6 0.4"mean roof height a 6.00 End Zone distance Gary McDollgie,PE OpechIty Engineedng Constdot,Iran 1699 SW 30th Ave.,Suite 20 Boynton Beach.FL 33428. (581)752-5440 FL PE#056214 FLCA#009217 pecialty Engineering Consultants,Inc 1599 SW 30 Ave.#20 Boynton Beach,FL 33426 D.Mark LeBlanc,PE FL PE#0035683 Copy of 7_10 C&C-HVHZ 1091_oZZIE.xls 3 of 3 FL CA#0009217 NOV 2® ���