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WS-13-1689 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204028 Permit Number: WS-7-13-1689 Scheduled Inspection Date: December 06,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: WENSJOE,THOMAS Work Classification: Door Replacement Job Address: 1135 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050340050 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE FRONT DOOR FOR IMPACT RESISTANT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSPA96028. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 05,2013 For Inspections please call: (305)762-4949 Page 19 of 24 Miami Shores Village JUL 0 203 Building Department -� 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 i BUILDING Permit No. FB T Jw PERMIT APPLICATION Master Permit No. Permit Type: BUILD ROOFING JOB ADDRESS: 113 Kt E- 100 r` City. Miami shores County:_ Nami Dade Tip: 3 d 3 Folio/Parcel#: Is the Building Historically Dedpated:Yes NO Flood Zone:�e4 OWNER:Name(Fee Simple Tideholder)_.�Q HA4 0 4 r CA- e.1UL�1�° Ph Address: 1�3 'S l� (0 O S� State: 4 Zip; �� /✓ Tenatiftessee Name•. �--°� Phone#: Email: 14 0 �- 1 a-t4 o o co j CONTRACTOR:Company Name: Phone*. Address: City: State• Zip: Qualifier Name• Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:ArchitectBngineer: Phone#: Value of Work for this Permit:$ l r.®® SgnareAAnear Foo of Work: Tyre of Work: DAddition UAlteration Mlew 'M&pai�/Replace []Demolition Description of Work: 4 I Color thru tile• Submittal Fee$', Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ T rainftlEducation Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ r Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) �I o (J Mortgage Lender's Address City State 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 CONDMONERS,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 BIPROVEMENTS 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. `-� �1 , Signature � A Signature tOwner or Agent Contractor The foregoing instrument was acknowledged efore me The foregoing instrument was acknowledged before me this day of ,20�,by day of .20_,by who is orally known to me or who has produced ,who is personally known to me or who hasproduced As identification and who did take as identification and who did take an oath. NOTARY ISBLIC: 0 a��L°5 ��aa c� F�° 5 NOTARY PUBLIC: Si • ° Sign: Print �c `��s ,�Na ? s..a :M Om °4A Print: _r° �•' ;02 nde� My Commission Expires: = .; �� �° My Commission Expires: ••,•i iii" , APPROVED BY gill Plans Examiner. Zoning Structural Review Clerk (Revised 3n2/2012)(Revised 07/10M Revised 061100M)(Revised 3n5/09) Miami shores Village Building Department uu nm� ..,er,o 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LpR`�DA Fax: (305) 756.8972 JULY 31, 2013 Permit No: WS13-1689 Building Critique Review 1. Provide at least a copy of the survey of the use showing the location of the door. 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. o Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: 305 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: O mA- M t�,r _ WO IDATE: 7 �. ADDRESS. I 1�� "' L 100 Sr h 0 nt' E� , H 33j m 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. �q 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 t� 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'd 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 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. Initial— �"" 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 1 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 odes, 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:l/www.mv8oddalicense.com/dbr)r/oro%ilbPnde�x..html r r: Initial o 11. 1 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 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 Ices 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 A4 day of 11A 20 A i B who.was personally known to me or who has Produced there License or as identification. OWNER a Fw ea N(�'1� �'StaseP Z3.2b�5 MY�omm'ssio�#E a1 NotacY Assn. '. �� Shcou9h �,o""o",'Q,: gopded C FH 2013R X62287 OR Bk 28762 l:`s 2901; (fps) RECORDED 08/07/2013 14.,57;26 NOTICE OF HARVEY RUVINY CLERK OF COURT COMMENCEMENT MIAMI-DARE COUNTYr FLORIDA A RECORDED COPY MUST BE POSTED ON TllE. SJTP AT TIWQF RSF,�P&SPECTlIN LAST PAGE PERMrr Na , `�.. . TAX Fouo No. 5`,03 ® O , STATt OF FL:NDA;, COUNTY OF MIAMI-BADE: TH DERSI�Nkb hereby gives notice that irrlprovements wilt be made to certain real p �ha 93,Florid following information' y S s+►d artd i A D 20 u l , of unly 6a M91 D4 ' Space above reserved for yea of recording office 1. egal description of property and streetladoin3ss .. b.®. 2.Description of improvement: 240 F- 3.QWner(sy rtame'and'address:` ;17 o M interest In property: Name and address of fee simple titleholder 4.a:ontractor's,name,address and phone number: 5.Surety:.(Payment bond required by owner from contractor,If any) Name, address and phone number: Amount of bond$ 6. Leader's name and address: 7. Persons.within the State of Florida designated by Ownfj,u n whom notices or other documents may be'served as provided by Section'713.13{1)(a)7.;.Florida Statutes, Name,.address and phone number: 8.In addition to himself,Owners designates the following persgn(s)to receive a copy of the Llonor's Notice as.provided In Section 713AS(1)(b),Florida Statutes. ss Name,addre and phone number 9.Expiratlah date of this NaUce of Commencement: ..(tits expiration date is 1 year from-fre date of recording urdess a ditierit date is s*mWed) AIiNiN6 TO 014M E18:'ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF"THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNbER dW,1tn 713, PANT 1,SECTION 713.13,nombk'STAT0IES ANb CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To YOUR,PROPERTY A.NOTICE 01 COluliJ(E(dCEMENT 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 RECORD O N TICS F COMMENCEMENT, r ' ig a s)of s)or O r(s)'./ ad OfflcerlDirectorlPartner/Manager Prepared By Prepared By Print Name . _ Q e- _ . . %,: Print Name Title/Office TitlgA*ce„- STATE'OF FLORIDA..` COUNTY O- MIAMI-DARE The fore of `nt wity"r re tie this.. day of By Individually,or ❑as for Person I known,or tY producetl the foliovAng$ype;:ofaidenti8cation: Signature of,ota y Public: Print Name: 6AUDIA V.'CUBILLOS FICAi`IO�I I�ll1 ISUANT TO SECTION 825 FL691M►sTA4tr a :'_„� ;:`'- Notary Public State o1 Florida Under penalties of perjury,1 declare that 1 have read the foregoing and :e c MY +,mm:Expires Sep 23,2015 that the facts stated in it are true,to the best of.rriy Im.ow ge and belief. '% Fto�°o Commission#EE'12881 D „ .+ . Bonded Through National Notary Assn: Sign it f Owner(s or Owner(s)'s Authorized 0fffit;erlDCrector/Parfiner%Manager e.. B �- By 123.01.62 PAGES am €at 2° Pv. (CRAP) 5L..EEVE TOROU6H WALL a 40" A.F.F. fil t" C44 date Ilk MI f a, Miami Shores Village,.,,. OUfiD KITCHEN APPFi®1rE® S�( DATE I � " ZONING DEPT - �, 1 BLDG DEPT I � SUBJECT �O C(faIP� `RICE Wf l'rl ALL FEDERAL ro i STATE ANv CU.) (r{L L_S AND REGULATIONS / We Re. kit( 33 roil 109 011 Fit Frame Frame Top Section 10"x 13l$ 1{3 x 13/4 &Door Casing Molding 31/2"x3/4" � Y4' I t R qN wall P1"l Wood 2"x 6/8" IT6PZS Village Interior APPROVED BY DATE infie I Exterior ZONING DEPT C-4 BLDG DEPT � oa MQUECT N LIANCE WITH All FEDERAL •� ffi /2W CSC STATE ANu CU N Y RLLZS AND REGULA IIC,P!S Ougsid 14" _ Treshold Section Specifications: 8 Modern Style Main Entry Double Door - Mahogany Wood ® Thickness Door 21W 0 A -Frame 6" Thick 1Y4" Impact Mass 35% Grey W E E -Multilock Three (3) Points LL Complete Plate Keep Set Lock -Solid Wood Treshold Frame 8" 80 -Solid Wood Casing 4" M Wheather Strip For All Frame -Wheather Strip For Perimeter poor E . Paumelles Hinges Stain Finish Honey tiCq z� Handle Door Pull Double Doors 71" NO INCLUDED Frame & Doors 73%" 04/09/2012-4:48pm gabdels FA01 Project Files\201 D-MPSW00 Wind ChartsL,Reference\00-MPS10-000 Sodas C&C(Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH 5 60t t - DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE D I BASED ON Kd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE, Roof Tributa ry Area(Sci Ft) Roof Tributary Area S R 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 ZO ZS 30 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C D15, N WN VARIABLE AS DESCRIBED BELOW. a USE OF CRITICAL CO R THESE TABLES. 49.1 47.9 47.1 46.4 45.9 60.7 58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 2.TABLES VALID L F ROOF HEIGHT AS LIMITED ABOVE. 0-10ft +45.3 +44.1 +43.3 +42.6 +42.1 - D-loft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10 SHA 13 B NEER AS A SITE SPECIFIC CONDITION. lift 50.0 -48.7 -47.8 -47.2 -46.7 __ 11 It -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53A -52.7 -52.0 4.IDENTIFY THE B A OF HEIGHT.IF THE MEAN ROOF HEIGHT +46.1 +44.8 +44.0 +43.3 +42.8 _ +46.1 +44.8 +44.0 +43.3 +42.5 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENTI _ 5.ALWAYS ROUND - LE VALUE OR CONSERVATIVE ASSUMPTION. -50.7 -49.5 -48.6 -47.9 -47.4 - .8 -62.6 -60.1 -55.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.5. 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 12 ft ,M6 8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD S j. THE AREA BETWEEN STRUCTURAL -51A -50.2 -49.3 -48.6 -48.0 -_ j_ g OPENINGS ONLY L RAL MULLS. IF THE TRIBUTARY 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 ' +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.11+42.8 +42.5 AREe,OF AN OPE CRITICAL(10 SQUARE FEET)SHALL -52.1 -50.8 -49.9 -49.2 -45.7 -48 -64.3 -61.8 -60.0 -SS.6 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS RO O THE LESSER TABLE VALUE.FOR LARGER 14ft +480 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 `14ft +480 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 TRIBUTARY AREAS SH D, GOR PUBLISHEDVALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONES)PER -52.7 -51A -50.5 -49.8 -49.3 -48.8 -48.3 48.0 -47.6 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +48.6 1+47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -45.5 -48.2 -65.8 -63.2 -61.4 -60.0 -58.8 -56.2 -55.5 16 ft MUNICIPALITY IN ACCORDANCE WITH CODE. +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 16 ft ,x,49 2 +47.9 +46.9 - � +44,0 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 53.9 -52.6 -51.6 -50.9 -50.3 49.8 -49A -49.0 -45.7 66.5 -63.9 -62.0 - ,y 8 -56.1 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 17ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 vft +49.7 +48.4 +47.4 8 +44.5 GENERAL NOTES• -54.4 1-53.1 -52.2 -51A -50.8 -50.3 -49.9 -49.5 -49.2 -67.2 -64.5 -62.7 7.4 -56.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 18 ft +50.2 +48.9 +47.9 + +44.9 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -54.9 -53.6 -52.7 -51.9 -5]3 -50.8 -50.4 -50.0 -49.6 -67.8 -65.1 -63.3 -6 . .7 " -57.2 CRITERIA AS OUTLINED HEREIN. 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND 19 ft +50.6 +49.3 +45.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 19 ft +50.6 +49.3 +48.4 +47.6 +47. 6.1 +45.7 +45.3 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -55.4 -54.1 -53.1 -52A -51.8 -51.3 -50.8 -50.4 -50.1 -68A -65.7 -63.8 - - _ 7.7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 20 ft +51.1 +49.8 +45.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 20 ft +51.1 +49.8 +48.8 ;5 -S,g NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 -69.6 -66.8 -64.9 -63. :4 -58.7 LOCAL BUILDING DEPARTMENT.HVHZ-HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 22 ft +52.0 +50.6 +49.6 +48.9 F+49.7 +47.7 +47.3 #6.9 +46.5 WALLS AND VERTICAL SURFACES ONLY. -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 -70.6 -67.8 -65.9 -64.3 -62.0 -61.1 -60.3 -59.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 24ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 24ft +52.7 +51.4 +50.4 +49.6 +48.5 +48.0 +47.6 +47.2 4.7HIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 26 ft -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 53.2 6 ft -71.6 -68.8 -66.8 -65.2 -62.9 -62.0 -61.2 -60.4 USE FI THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENT'S LISTS .B N B D VERIFIED BY THE GOVERNING +53.5 +52.1 +51.1 +50.3 +49.7 p +53.5 +52.1 +51.1 +50.3 +49.1 +48.7 +48.3 +47.9 BUILDING DEPARTM R FOR APPLICABILITY OF TABLE -58.8 -57.3 -56.3 -55.5 -54.9 - -72.5 -69.7 -67.7 -66.1 -63.7 -62.8 -62.0 -61.2 USE IS OFFE Zg ft 5.THIS SPECIFIR ANY PRODUCT APPROVED 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +54.2 +52.8 +51.7 +51.0 +49.8 +49.3 +48.9 +48.5 CERTIFICATION. RE-59.5 -58.0 -57.0 -56.2 -55.6 -5 -73.4 -70.5 -68.5 -66.9 - . -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30ft VALUES WHICH IS T V CCORDANCE WITH GOVERNING CODES. 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 + +54.8 +53.4 +52.4 +51.6 +50.9 +SO.4 +49.9 +49.5 +49.1 6.ADHERE TO ALL _ _ M ORDINANCES.STRUCTURE. 33 ft -60'5 -59.0 -58.0 -57.2 -56.5 -5 . ` 33 ft -74'6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 8.EXCEPT IF EXPRESSLY IN,NO ADDITIONAL CERTIFICATIONS HOST OR +55.8 +54.3 +53.2 +52.4 +51.5 +51.2 +50. 9.9 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +503 +49.9 AFFIRMATIONS ARE INTENDED. -61A -59.9 1-58.8 -58.0 -57A -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 1-64.7 -63.9 36ft +56.6 +55.1 +54.1 +53.2 +52.6 - +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=10%0F RH, HQGK�ROOF F -62.5 -61.0 -59.9 -59.1 -58A -57 - -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS �. @F LEAST HORIZONTAL DIMENSION OR FT(1 43 QUESTION.CONSULT MEAN ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 m 40 ft 3FT+57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 -78.8 -75.7 -73.5 -71.8 -70A -69.2 -68.2 -67.3 -66.5 LAVE HEIGHT HEIGHT 45ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 45ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 a H, HEIGHT ROOF -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 4 5 O 55 ft _66'1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 55 ft -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 5 I O I 5 ® 4 a +60.9 +59.3 +55.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 +60.9 +59.3 +55.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 ay 5 O 60 ft _6-/'1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60 ft -82'8 -79'6 -77.3 -75.5 -74.0 -72.5 -71.7 -70.7 -69.9 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 +61.9 +60.2 +59.1 +58.2 1+57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES W REMARKS DRWN CHID DATE < o o INR ISSUE GSS TSB 03/05/12 2 010 FLORIDA BUILDING CODE ENGINEERING r O m m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 EXPRESS° mr- m•• ASCE 7-10,CHAPTER 30 Lnw U) Z i _ _ - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 �. �z if" r - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m ••� � O THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, PH:(954)354-0660 FAX:(954)354-0443 tb p 2 RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART S z O -IIV V P v " s ARDO,P.E. WWW.ENGEXP.COM ALTERATIONS,ADDOONS,HIGHLIGHTING,OR OTHER cERT o AurH 19886 WIIHOUTWWTfENCONSENTOFFRANKLBEMJ MARO W TO THIS DOCUMENT ME NOT PRMITTED ANASCE 7- 1 O F m 1""�' m NVALIDATE OUR CERTIFICA770N. M A COUNTY,g6,F 6JRIDA PROD CONTROL SOCTION W!LffIKG. ,AND REGULATORY I IBM SW 26 Shvc4 Room 208 A" (PERA) MWMI,FWMa 33175-2474 17 313--2599 T 315--25� ?� ( ( 3 )�Alii AND GiiR ADMINISTRATION 13►IV18It'S1� ' -NOTICE OF Impact Precious Wood, Sni NW 74 Ave,Safte A ffW:m4 FL 33166 : This NOA is being °issued under the appliciable. rules and regulations gavertung the use of construction materials. The documenWon submitted has been reviewed and accepted by Mi ty P Control Section to be used in County and other area where Wlowod by the Audunity Having Jurisdicdon( . This NOA shall not be valid after the expiration date mated below.=The Ml amt ode County Product Control Section(In Muni-Dade County)and/or the AHJ(in arm der then Miami-Dade City)reserve the right to have this product or material tested for quality assurance e purposes. N this product or material fails to perform in the manner,the manufacturer will 'mcur the wqxm of such testing and the Allu may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptances if it is determined by Miami-Dade County Product Control Section that this product or material fails to med the requirements of the applicable building code. 'Phis product is approved as described herein,and has been desigried to comply with the Florida.Building Code, including the High Velocity hurricane Zone. DESCRHMON:Se ria"Double&Single Out-"ng Glazed Wood Dom and Pa - 1'ROVAL DO : Drawing No. 11107,titled "ruble& Single Out-Swing Wood Doors,w/ wood dr Glazed Panels", sheets l through Ill of 10, dated 03/30/2006 with revision-1- dated 1111012111, prepared by Tilteco, Inc.,signed and sealed by Walter A. Tillit,Jr.,P. E., bowing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT G:Large and Small Afissile Impact Resistant. Each unit shall bear a permanent label with manufacturces name or logo, Bogota B.C., Colombia,modell series and following statement: "Miami-Dade County Product Control Approved"unless o*avise noted herein. RKVISION of a&NOA shall be considered a renewal application has bow fiW and there has been no change in the applicable building code negatively affeeft the perkwmance of this product. TMMINATION of this NOA will occur after the expiration date or if there has bow a revision or change in the materials,use,andlor manufacture of the product or process.Misuse of"NOA as an endorsement of any product for sales, advertising or any ether purposes shall automatically terminaW this NOA° Failure to comply with any section of this NOA shall be cause for termination mid removal of NOA. ADVERTISEMENT: The NOA number pwAW by the words Miaan€- County, .Florid„ and followed by the expiration dato may be displayed in advertising literature. If any portion of the NOA is displayed, it shall be done in its en INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer,,or its distributors and shall be available for inspection at the job site at the request of the Bui Qflicial. - This NOA remm NOA No.064W9.02 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned e. The submitted documentation was reviewed by Jaime D.Gascon,P.F. NOA No.11-�M17.1U toA/ ¢N6PI te: Y+iry M6 Approval Date: January 19,2012 1 Page 1 IMD2Ct PretiM MLftA Inc. NC)TICE OF ACC:E N A. DRAWINGS . mam&wturves die drawings and sections. 2. Drawing No 11-107, title. "Double & Single Out-Swing, Wood Doors, vv/ wood & Glazed g is", sheets I through ltd of 10, dated 43/3O 2006 with revision -1" dated 11/10/2011,prepared by Tilteco,Inc.,signed and sealed by Walter A.Tii k Jr.,P.E. B. TESTS 1. Test reports on: 1)Air WIltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test„Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,-TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic'mind Pressure Loading per FBC,TAS 20 - 6) Forced Entry Test,Side-Hinged Door Systems, per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and i ation diagram of Mahogany -S ' grog Entrmm Doors,prepared by Fenestration Testing Laboratory, Inc. Test Reports No.'s P 552, dated 07/20 mid 1210512405, all sighed and seded by Edmundo Largaespada,P.E. (Subndaed under preWous NOA No. 809.02) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic'hind Pressure Loading per FBC:,TAS 203-94 along with marked-up drawings and installation diagram of MahDgany Out-Swinging Entrance Doors,prepaared by Hurricane Engineering Testing, LLC, Test Reports No.'s [-04-1923A 1923B, dated 10/05 and 11A 1/2004, all signed and seded by Ivome Ghia,P.E. (SubmMud undarpmylow NOA No. 809.102) Cr. CALCULATIONS 1. .Anchor vetification calculations and structural analysis, complying with FBC, prepared by Tilteco,Inc.,dated 04t=2006,signed and sealed by Walter A.Tiilit,Jr.,P.E. 2. Ghaing co pHes with ASTM E1 02 (Submitted mukrpmmus NOA No. 06-0809 02) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affmrs(P ERA). E. IC CATIONS . Notice of Acceptance No. 08-4709.04 issued to Nebula Glass Intemational dba Cllassiam. N.G.I., Inc. for their "Safety-Phu t 09/11/08, expiring on 08/07113. • Jaime D.Gaseonl P E. Product Control Section Supervisor NON No.11-017-10 Expiration Date: Oddvr 12,2016 .Approval Date-. January 1 ,2012 B--1 ct oA .Inc. TI '' QE ACo $ XNCE ..�,MIT E1D E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 104331-02 iSSUCd t o CYtec Industries, bc. for their Uvdwl S Laminated Glass Inte er' 05905/10,expiring on 02108/14. F. STATEMENTS 1. Statement letter of conformance and 2010 and with NWWDA LS2-97,dated 11/16x12011,signed and sealed by A.Wit,Jr.,P.E- 2. Staternerit letter of no financial interest, conformance e and compliance with the FBC-2007,dated Og/l 192011,signed and se by Walta A.Tillit,Jr.,P.H. 3. Distributor Agreement between Co ad,L a.;Bogota,D.C.;Colombia and Impact P $ Inc., Wami, Florida, LISA, dated 11/12/2011, signed by Maebel Reyes Eustos and Ruth V'elia Offaldo,respectively. A. Laboratory compliance letter for Test its'No.'s F17,4MO and 2, mued by Fenestration Testing Laboratory, Inc., dated 0720 and 12105/2005, all signed and seded by Edmundo Largaespada,P.E. (Subs~wwkr previous NOA.No. 0"809.02) 5. Laboratpry compliance letter for Test Reports No.'s HETI-04-19nA and TI 1923B, issued by Hurnme Engineering Testing, LLC, dated 10905 and 11/1 V1004,all signed and sealed..by Ivomie Chia,P.E. (Subviftled underprevions NOA N& 064W91-02) 6. proposal issued. by.Product Control, dated 07/2692005, signed by Jaime D. Gascon, P.B. (SubmNled under previous NOA,No. 06-0809.02) G. T . Notice of Acceptance No. .02,issued to Impact Precious Wood,Inc. for their Series `Double & Single Wood Doors & Glued Panel -- L.M.L", approved on 10/1292006 and expiring on 1091292011. Jainte D.Gascon,P.IL Product Control Section Sapervim NOA No.1I-W17.10 axpimthm October 12,2016 Approval Data January 19,2012 E-2 p�K.,.•e,we *ST[� �I�3 13P�°".LC1�,TIbAIR r I..FENESTRATIONS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PASO.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 27&2010 EDITIONS OF THE FLORIDA BUILDING CODE (F8C). FENESTRATIONS MAY BE 04STALLM AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL 13E DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODES, USING ASCE 7--05 STANDARD FOR INSTALLATIONS UNDER 2007 Me & AWE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE UAXIMUM��(A��.S.D.) OEM PRESSURE RATING INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITM,. ULTIMATE DESIGN WIND LOADS MTERMINED PER ASCE 7-10 SHALL.BE FIRST REDUCED TO A.B.D. DESIGN WEND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.0) DEIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS pA 0., AS TESTED, WMt NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS AU USED IN THEIR ANALYSIS. THESE FENEStRATINd'$ ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH.SECTION 1826 OF THE ABOVE MLrNT1ONEO CODES AS pat PROTOCOLS TAS-201, TAS--•202, TAS-203, PER STRUCTURAL L CALCULA O M,, PERFORMED AS PER�SEC�TIONNp18112~ 04— FLORIDA BUILDING M. 2. Moe 3, THESE FENESTRATIONS Me APPROVED FOR AIR/WATER INFILTRATION. 4. ALL COMPONENTS SHALL K AS PER SILL OF MATERIAL$ ON SHEET 5. 5. WOOD DUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH A MINIMUM SPECIFIC DENSITY 0.455, WOW CTBU AND TO SU LOADS IMPOSED BY �( FMWMYIONS AND TRANSFER THEM TO THE BUILDING PROVIDE I./4" MAX. LOAD BEARING SHIM-SPACE-(TYP.), WHEN ALLOWED BY THIS.DRAWING, S. ALL FRAME MEMBERS SHALL BE ANCHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON SHEETS—3, 4 & 9, AS-APPLICABLIL a. FENESTRATION'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY IISIBI-E LOCATION, ONE LABEL SHALL BE*PLACED FOR EVERY OPENING. LABEL SHALL- READ AS FOLLOWS: IMPACT PRECIOUS WOOD, INC. MIAMI, FLORIDA. MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. 9. FENESTRATIONS INSTALLATION SHALL STRICTLY COMPLY WITH SPECS INDICATED ON THIS DRAWING PLUS ANY BUILDING AND ZONING REG"'OONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 10. ALL FENESTRATIONS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL Be SEALED/CAULK TO PREVENT WIND/RAIN INTRUSION, CAULK AND SEAL ALL AROUND FULL•-LENGTH. 11. c THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DIES NOT PROVIDE INFORMATION FOR A S1TT SPECFIC PROJECTF ha, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A,D. mdb (b) CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.AD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS �* OETAdLED ON THIS DOCUMENT. CONSTRUCVON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A. (o) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. $Q°ytQ . (i+E •., ,�q°o (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EN04EM OR ARCHITECT WHICH FLORIDA fth Vafoaity tiu°rieaear� lone I MLL BECOME THE E NOINEER OF RECORD (P.O.R.) THE PRO=-AND WHO WILL BE RESPONSIBLE FOR THE iU©•449$7 PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.O. ENGINEER &• s� S s�II ti � DOUBLE SINGLE OUTSWIND WOOD OW e SHALL. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWING'S FOR REVIEW IN ADDITION TO A MANDATORY DOORS, W WOOD & GLAZER PANELS � SUBMITTAL TO MIAMI^IULDE COUNTY BUILDING CODE COMPLIANCE OFFICE FOR EITHER A PRODUCT APPROVAL. as ®'�` - IMPA S , INC. REVISION OR A ONE TIME APPROVAL. �., � � �• ® �G� oo e °�+°- wg aaa»saes.anw J a���1 11-107 go)go) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL.SEAL MO SIGNATURE OF THE PROFESSIONAL ENGINEER °hMeetrNtaaes���a`o �.�, '°° RECORD THAT PREPARED IT. - ° as , f tnaat I er to A/9 9/9 A/9 9/9 1$ .i »t 16 6 46 6 18 1 to? Q° // C/o �. ) / WL / ,% ion ,s+ f -1e 1/2' ea ails. •-10 i/2° trrp.) o�.oa61 � p1r. sa rp 9/9 EULL 3 16 t6 A/9 / o l2TIGAL. QlJTSWING On) ( ) (XX) N.T.S. MAX r� R. �REFFX t�t�iEN e i Q '01. 40#OB,DOpolrrey Jt+ - F.W. ; FRAME MDrH pot p �@+ Tit��✓�'`n - F.H. ; FRAME HEIGHT C (Hgh Valadty z0ft) S• , : SASH WIDTH 65 od 44167 . S.H. ; SASH HEIGHT ; Os 0ml ILmo DA COUKE SIFlQ4E oUtsYV►td0 WOOD �! -• mss.DAYLIGHT OPENING MOTH mss. � woon & Gt AZE4 PANELS �+ - D.L.O.H. ; DAYLIGHT OPENING HEIGHT cc, C 0 se. PACt PREC(OUS iN , INC. P.F.H. : PARTIAL. FRAME HEIGHT e !A � (m) —04A7.aASe aaa aoii fe ®pH AJ Hltl H1# a to som Esc 4 w KS 9 A 3 1 +' 21 21 I/V 22 22 { (TYP.) f6 t3A J f 18 s.- to o } woa-n' Ile (Tye,} � riv: C f 'n'ta G w.roe. ,� a1 + .,� 4A-„° i r-a+/d' J /ji a-� /s° —baloa to to- Ill •} -0°FA _ R/9 I '/9 C I _t11's o t 'GoU'C G Ott A' Ia DOOR {XX) � � (XX) N.T.S. won m ♦�++w1N°b0�erer, • - F. . : FRAME YAM + � - F.H. FRAME HEIGHT Im P4 :•v, NOaoM (f Nh Vai*dty FlWkana xarsa) - S.W. : SASH WIDTH 65 - SINGLE aUTSWINO Wom Oars+ - S.H. ' SASH HEIGHT Np.44167 + ma a4uGLE , - D.L.O.W. : DAYLIGHT OPENING WIDTH f 22RS, W/ Moat} GLAZED PANELS - D.L.4.H. : DAYLIGHT OPINING HEIGHT ana. IMPACT PRECIOUS a ItdC. ,at+or+1 o� - P.F N. : PARTIAL FRAME HEIGHT 8701°�""' A Gad, '•\k°a i i , aum N,M aaa-aaar�rn�w9{may aQa-not, 1 w Down p A .C„p.@. a wou n ar w i lei'f gY /Q a K/99 , 2.91° A/9, a s/9 ( �^ a/9 � �/�' /� W. (M 1 2'-49" 9. ax.} 1 ° 21 J 9'T F. a'-14" ( +•S 21 19, o.w. x.} ° a.a. 22 2'_ 1 1tf 2+-t `) o ac. 19 J 22 D 1 o.at. (Max.) P TYP: P _ P ) 18 �� (TYP.) 9 .a. � ri°a.a. �.H (Typ.) A 17 g:� '—s /s« 4 18 11'—a /vir (9vt',) o.a. t3 w 1'-91" (Mox.) Max: CtYf°.} 1 W. 1° 9-0 c4Aax.l L.o.W. fi'-B Ct�aic,} i o w, (max'y } o L o.W. Max.} ( ) u.L L.O.W. fax) ( FIN. 18 1 1b F.H. 19 P 4'-1 4/20 ¢ { } _( 3 31-5 1/a° pP 18 3'-5 t/8° .. ti° 3'-� 418° oj.o.H.ry(Max _(Max. @:L o.H. {Max o.L oea (Max. $ o.Lo. {Max 1 as ovv {Max. ax, o.L a.W (a�ax. to 2 - 10 /z 0 1 10 1/2' 0 1 10 9J2° 21 ° 9J'�- a" 23 16 8 21P 9 °;�'�- ° 23 y8 1& 21 �°� °,a'�- " 23 23 16 Yd. (Max. (max. W.m" YJ. (Max.) W. (max.) ) 3'11 17 KLEYAmm t• ' .7 10 �A . ) m mm 2) - FW. : FRAME {MOTH + 4 �, pS� .,• tDA (Hlgh a/ataatty HureEaana xona} - F.H. ; FRAME HEIGHT �.'.� � om,, aye. DOUBLE S114t1tE OUTSWING — S W. : S� WIDTH so Rd �o.44167 DOOFs, W WOOD > C M'( PANELS e„�r an — SM. SASH HEIGHT as ewa. IMPACT PRECIOUS INC. — D.L.OX DAYLIGHT OPENING WIDTH ° — D.L.O.H, t DAYLIGHT OPENING HEIGHT ! - o ,� �� tt-907 - P.F.H. : PARTIAL FRAME HEIGHT X718 m-"°' ,re t�af vaw t 1 v'301 r o o` xoatme a w as sx€er a re or MA VH1 9 0.010"x1 1/2° PEr FILM 1' OVERSi26D ALL PERIMETER Raft amallimm so 9 1 FRAME WAD- 08°x aA9° MAWOGANY WCCD 4.M'WO 1/4"Utz 2 1 FRAME SILL 1.92" x8.125 MAtICGANY VIOQG 1�CCATED 3M MOM l FOA91�� 3 2 FRAME.1" 1.78"x a.A9" MAHOOANY WOAD 4 2 TOP RAG, 228° x SAW 1AAH40ASVY WOOD 4A 1 TE RAIL 2.25"x 4,715° + idK1AD a 2 1 1rmm RAIL 2.28° x 6.998° MAHOGANY WOOD `� 8° jg 6 2 NBIGE STILE 228°x 8.126° MAHOGANY 0 .rv++ t7�tl 7 1 LOOK STILE x.28 x 6.841° MAHOOM WO 4it ACTIVE 1j4" r4 4 ASTRAQAL I QC2C BTtLE 228°x 8 1341" MMODAW WOW 61 114–ADVE 1/2° 9 AS REQ'D. MAHOGANY WOOD BFAO 7/8°x 1` ATTACHED TO 9A;9'!W/•16 9099 x 1 1/2°FIMISMIPIO NAILS .mr euxian_g�p�ease: t AM AT 2°PROM CoMOM 9 10° o.a: 3/18`TEMPERED am+ 11 AS CLOSED CELL FOAM STRIP 1 2°x S °F�1 TAPE FULL LENGTH OF SILL 3/40 Cd1Mf°fN tSRLAM+(seven 0 6r 6tnex� a ATTAt:HED TO SILL W/ 8 x t 4 f2 f.H. WOOD SCREW wn. q,6660°IMV4AYER 12 i td410W STOP) 3/4 x 4 x 8�-2 1/4`LONG. a".020$O.t 011 FRAME GLASS 8/t6°78 POW 1 ' LC91' 9� AT FRAtr� PROFOi 8 `w x 1.00"h SCkttkGEL t1D5 a5O SITE 14 aD. «L�1 WEATICER 2F19 AT SAR( PROFU 3 6"w x 5 °h SCF@.E�Et. QED 320 ��� ifil� IL—FOlt 18 !t$F�Q�C. BE FIT . ISLyEAW ' L`9PdE Eta&FO T Vr STOCK No. GEDt2A NSA 18 AS REO D,1/2°t INR ATFA OIA$S O i t 1(r 4 RAEtII M OW OF > E By QA NN INC' 1° 18A AS REDO.1/2" LAMINATED tN4t NAI ANV a 66a 1Ph�6 °f t8 ¢ SAYER ONO OF 1 s LAS 1 BY S�iH oE01»ar161,E ' 17 AS•RE O, GLAZING — CLEM SILICONE 7 °WOE& 1°8°THCK °TRAY CQRPfINO"•N0. 998 SE 1CCNE SWIM .F tAJS$10NO, B:A.#ARM WITH t9 }10x1 1/2°'WCK10 -18 AS READ. sTEa t.1�(W W/tM.YEta"iM CCAIM 3 1/19"x 6 i/4"x•9/8° (a) Rw'0/ AT AT T OO D t9 i PCAi01'LM WiiHSVW low su 45 mm 8.S'FUU:RWf SCHL!tt��f`� SYrt4FlgCk^STAINL STEEL Z49 2 At�IERR THREE Pw G FULL HemT STEEL W POLY£STFI+COATING 21 2 CREIKK SLWACE BOLT W. 12",22° LONG 12"LONG 0 BOTTOM 22 LONG a TOP 1/4°F.H.TAP=W/ 1 1/4"Min. SLCO COAtSTRUCTM PROOUCTS, SPACED AT 9°0,a Mox. 22 AS READ, FRAME INVALLATIAN SCREWS IRM COMEM 9LXC STAMO AS SHOWN ON ELEVATIONS EACH WAY FROM CORNERS OR BLACK Qc 1 1/2°INiO MIN,Ism OBIAZE,°2 IN INTO CODICISIE OR am 23 AS RE$O. WOOD RAISED PANEL 6 tHK 9M&13 4'AT t21dTER MAHOQANY WOOD. 3 4`PANEL BfM m9" :N i au aaT?o G! 24 AS ROWD. CORNER OWSMICTION OWE 9 ALL. 6 TOM SMb1F CHEMICAL BOND WM iNTgQIA IM�o�.9r mc:e+reuni 28 1 t 7wa PL4TE FOR OREMONE A& 304 SERIES S.B. FASTENED TO SM W/ 3/4" Tt 5 BEE t)ETpdi„ sNEer 8 AT IRt4CFN8 OCCR LEAF LCt2t _ t3) � 70 x 1"F.H. WtK1O SCREWS Min. 28 1 PLATE FOR O"W BOTTOM 1/8k W. 16°x 14 GAM FASTENED TO BNI W/ tA? 1 t/2" 9A i FRAME SITE Rilm' *o NT.9.1 3/4" ® pL (High Velocity HuLE OUTSW1NG WOOD xA/U. 44187 ® & GLAZO PANELS I cc a INC. T D, IM a.�� w�, , :m., uen FO(m9I - �• °2a'�tt tom is t9I I9d[S EX�1. l$ PANEL ®pCl1. . : \ om r& e 11111 06 aausa .Pi, r a atr�o Nsa ,260 °Y 875" 875 X875 .160' $ " 1. 0" 1. 1" 7' 0.8 5" 9. 0. 5" 9 " 4.715" .280" a.2B" 4.2 5" 12S" 3.718" 250 2.8 1' 9?1 0.9.751" .-q..25"- 1.0000 ears 1.9 5" t " 9 b" 2.250' 199 .437" R 1. AIN 1 i 129" 8213" .500" 1 3 ? 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" (High velocity wrrlaene zone) 4 1.Qatl"� .126 •�}G �1,SF'•.� e�tt DOtlBLC S1AlGLE ClI1mit4a WOOD ? �D.4167 DDAR3, 1N N/COD $C (ll.aal"D PAtdOcLS mm t9/taVtt /q ffi FZ A11b8 l� �` 4 •;�� �+°i aru t .mva aae�sott immveaoa' vvv aSJ C��v®r>" � re ao�f a was°s oe to a u p$. ry r.� 7/6, filte° 3/e° t ttjta"7 ta° z/fa° t ol"r f AN 31W f 1/0" aje° ta°:r zjtat 99/fa° s/ta' f tf/aa•z fa" SOTTAM ��W t.l } TOP F1 I t z fa° 7ia° ° " 7 COVER HOLE HOLE $ja f f/°° fa 4°5j41 sj / / 314 f fj4 /2• j /2. t 1118' i/8° 1 1r2' 8 4 a/ a f/ta" lJta" r /fe 11/te` tpt� 1 DER f 9&18 a/f8° 013118° fe° 41%/Sa' SOTTOM SOLT 13/4' tf fa° t 3/4 TOP BOLT rwN t 1/s° 2 ttlta" a fttfe° t 1/6 DOUBLE THROW A CENTER CASE i:VATi Al . /1a" m_ 03 f8� _! z/te°f a/ta' 3ja' 3/e• t 1/a° ala' ztta° _�^_ ___-- __._ �zp_ fe°„_ ___ _ —y L—_--'---- 4-1 ja" i ija t Sj4" 7:118 5 tj2"�^-- -------. _y/tai..—..--- — �9 tj2° 1ja° 3!4° tip-4-4/2F] — 159mm BOLT 45mm DQU.QLE TNIMN Mn "s onom-YUK OK (2) HALES FOR tt/te° -#t0 x 7° WOOD SCREWS (Typ.) 2 3/10" 3/4 1/4'(M.) S t 10' 1/2 1 3Jsa" lfffe° t ft/ta° �/a° 1° it t a a/a° } 3 a IN(M. i/4`ttrt'.y Tlfa"Ste') i t /te" 11)0 3 t fja" t fja" ✓ t f/a" t/a° 1 T/V SCREWS (Typ.) 8 Mam- Q,as4" t t ta° AO 1t/tt1° ti/la° .. i"i/T8" ®�gtc91#►4tbli9atteeeaAs I f ° Ct A.7/ a f8° NtBf tieiaatty Hurricane Zone) Ire° + ;'`�iG �$:.�� ,jfa° sfla" oafs° h/fa" No.44167 �i a gym„ a� S D& D PANELS "� !Lt KC 0 etae. ACT 10x1 t 2° F.H. rt` �W° ewmottt ar 222-cm,raw ts�?aae-m11 11-1fl7 mm aw gun KN08 ATTAC}itli"TO 6 T TOA OF LEAF' 2 1f$" T1ta OF LEAF 1/4" �/tFX f$" o 2 1/a"' lf4 i 1/4" . ° A xo SSUE Mao"'.W/ TO SOLE. TVp.aop ESfiYOM n A O UTd TV.TOP BOiliibS it I s"iwlT.®OLT 19/iii"OW. �T to t8 iITEEI Ai$1 SOia sym W/ sift 098 13TH I�f it/to,OONT.SOOT ° /g IVsl Iola Mu W/ W1s� 1Y0" RON " TO FRMiE T{t?i9 3p t kaw %2 17ON n a TO FRRAMF. TO t iMFIM som I i3/ifl" /annm s as a;o2 sw ( %SASH MM a Sam,�tro � 7ia i/2 9/1$° t t f-i8" OCK 9/2" 1 1/2° a A � A 1•° IV.T.R. 3" 2 /2" a J {tYP.y 21f2 AI$l 304>?i2 � 30"flax. 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