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WS-16-1444 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-259696 Permit Number: WS-5-16-1444 Scheduled Inspection Date:June 07,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner. PHILLIPS,SEAN Work Classification: Door Replacement Job Address:210 NW 105 Street Miami Shores, FL 33150-1143 Phone Number Parcel Number 1121360161040 Project: <NONE> Contractor: HOME OWNER BuIlding Department Comments REPLACE FRONT DOOR Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedIK Y/ S Failed -� eQ.se Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid 3 June 06,2016 For Inspections please call: (305)762-4948 Page 22 of 36 k �< 3 Miami Shores Village 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 1210312016 „ , Project Address Parcel Number Applicant 210 NW 105 Street 1121360161040 SEAN PHILLIPS Miami Shores, FL 33150-1143 Block: Lot: Owner Information Address Phone Cell SEAN PHILLIPS 210 NW 105 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 200.00 HOMEOWNER m._ _, ....__........................_........ Total Sq Feet: 0 Type of Work:REPLACE FRONT DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt paid Amt Due CCF $0.80 Invoice# WS-5-16-59923 DBPR Fee $2.00 06/06/2016 Credit Card $79.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 05/25/2016 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $129.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z%4ing. Futh re,I uthorize the above-named contractor to do the work stated. jaiu June 06,2016 'iuthorTzed Signature:Owner Applicant / Contractor / Agent Date Building Department Copy June 06,2016 1 (D\ Miami Shores Village Building Department �aY 2 b gots 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)79S-2204 Fax:(305)756-8972 L==�' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 � BUILDING Master Permit No.W cS 1 to -144 PERMIT APPLICATION Sub Permit No. —*"U ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#• s NO Y .Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Selo—y" Phone#: � �S ct ' Address: -%*Ie CAS abb\fe Tenant/Lessee Name: Phone#: Email: �1 CONTRACTOR:Company Name: ®lir to Y— Phone#: Address: City State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: rrpp City: State Zip: Value of Work for this Permit:$_ Square/Linear Fq9tage of Work: Type of Work: ❑ Addition ❑ Alteratio)k ❑ ew U Repair/Replace ❑ Demolition Description of Work: ('�F�-e� -Fro,,,+ Specify color of color thru tile: Submittal Fee$ Permit Fee$ 1 0 ° `rr)� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ G3 Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ T_ 1 (Revised02/24/2014) f r 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 certiTted 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—im L4 41 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ( 20 t t" by day of .20 .by Srt�r i �I W I ,who is personally known to .who is personally known to me or who has produced K--Dokrie- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: �NIUIUlNgry NOTARY PUBLIC: OMMi%`P�'i Sign: ss� <L Sign: Print - Print: Seal: Seal: tiL) •.�� �.•�c �� i�V.0oPA e/fo IlllQo�\`````\ APPROVED BY u' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 6 0 � 4 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: S'eo_n Pk(�I /�C� DATE: -[b 4(' ADDRESS: 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. 1 understand that state law requires construction to be done by a licensed contractor and have applied forilm owner-builder permit under an exemption from the law.The exemption specifies that 1,as the owner of the property listed,may act asow 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 heor sh s re onsible 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 my7own 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 n cts . Initial 4. 1 understand that i may build or improve a one family or two-family residence or a farm out 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 lk 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, PvIolates the exemption. Initial S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.016 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 c n r municipal ordinance. Initial- r w 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 coveragefor injuries to workers on my property. L-P 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. din erstand that my failure to follow these may subject to serious financial risk. Initial 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 govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulatio 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.l also understand that 1 may contact the Florida Construction Industry Ucensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbpr/oro/dIbAndex.htmi initial 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: �oa 4 F(, Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of7P. mation that I have provided on this disclosure. Initial Ucensed 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 Ucensing 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 291 day of 20 1(0 By SX4� qp-!A%lILLA'P3 who was personally known to me or who has \`��a�uuua�ui Produced there license or ��-- ` ?�N �$ ice 1• %�G1• G •• OWNER NO •OFFio������`��\ ��u4111111%����� R�CIVFD MAY 2 5 2016 � BY:Ot _.._, �L <. W5I1c 14+4 it • • 9000 0000.0 Miami Shores Village • ' 60.900 00 0 •0000• APPROVED BY DAT •0000' • .' ' 00.0• _rn cr1G DEPT • 9999 • •• 9999• • • ••9••• 0 •9• 00.00 •• •• •• • •9.99• (} 9.99.9 • • (>CC),1;(�! n��C;l-WIi1111LL Ff:DFI�AL • • :000:. •0000• 00 ' i 9999 i9••• •• � 08/30201 5-2:48pm gabdels V:Wrojects1,2014-MPSX400 Wind Charts\Reference\00-MPS14-4W Series C&C(Curtent).d" Sth ED. FLORIDA BUILDING CODE (2014) &ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE S PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE 4 Mean _ DESIGN PRESSURES -ZONES INSTRUCTIONS FOR TABLE USE: Roof Trtbuta Area Ft Roof Tribute Area Ft 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 ZO 25 30 50 IBht 10 15 20 25 30 35 40 45 50 DEFINED AS THE ILIO WN VARIABLE AS DESCRIBED BELOW. xN.: USE OF CRITICAL CO D FOR( ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 3' " -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46A -45.8 -45.2 2.TABLES VALID 0 F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +401 +39.0 +38.2 +37.7 +37.2 + " 0-1 i ft +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F & APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN SO°S B B INEER AS A SITE SPECIFIC CONDITION. 16 ft -04'0 43.0 42.2 41.6 41.1 ' 16 ft -54A -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE A E F HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +395 +38.8 +38.2 +37.7 + {x. +40.6 +395 +38.8 +38.2 +37.7 +373 +36.9 +36.6 +36.4 CANNOT BE IDENTI D -44.6 -43.5 -42.8 -42.2 -41.7 -41. 3 55.1 -52.9 -51A -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5.ALWAYS ROUND VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft +41.1 +40.0 +393 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -433 -42.7 -42.2 -41.8 -41A -41.1 -40.8 -55.7 -53.5 -S2.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft x41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 I.8 ft +41.6 +405 +39.7 +39.1 +38.6 +38Z +37.9 +37.5 +37.3 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 -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56A -54.1 -52.6 -51A -50.4 -49.5 -48.8 -08.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft 19 ft TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 7 IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -01.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.J1.4 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 46.6 45.5 44.7 44.1 43.6 43.1 42.8 42.4 42.1 57.6 -55.3 -53.7 -52. 44,2 48,6 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 t34 +38.5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45.9 -45.1 -44.5 -".0 -43.6 -43.2 -42.8 -42.6 ft -58.1 -55.8 -54.2 . 3 .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +423 +41.5 +408 +40.3 +39.9 +34.5 +39.2 +38.9 +43.4 +4L3 +415 9.2 +38.9 GENERAL NOTES: 23 ft 47'5 46.4 45.6 44.9 44.4 44.0 43.6 43.3 43.0 23ft 58.7 -56.4 -54.7 - 5 1 49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 . - .2 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft 2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42 2 +41.6 +41. 2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 25 ft 48'4 47'2 46'4 45.7 45.2 44.7 44.4 44.0 43.7 ft 59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 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 26 ft -48.8 -47'6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 ft -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51A -50.8 LOCAL BUILDING DEPARTMENT.HVHZ-HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 ft 49.2 48.0 47.1 46.5 45.9 45.5 45.1 44.7 44.4 27 ft 60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -525 -51.8 -51.2 3.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. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -475 -46.8 -46.3 45 8 -45.4 7Qq -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLISLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft NG +45.7 +44.5 +43.6 +43.0 +42.4t 8 ft +45.7 +44.5 +43.6 +43.0 M2.4 +42.0 +41.6 +41.2 +40.9 BUILDING DCOEFFICIEEPARTM N DRANTY OR APPLICABILITY OVERIFIED BY THE F TABLE 49.9 -48.7 -47.8 -47.2 -46.6 ' 1 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -533 -52.6 -52.0 VALUE USE IS OFFE 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 5.THIS SPECIFICA R ANY PRODUCT APPROVED CERTIFICATION. MITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 '. -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE T!0 ATION AND APPLICABILITY OF THESE TABLE 30 ft +463 +45.1 +44.3 +43.6 +43.0 30 ft 3 +45.1 +44.3 +43.6 +43.0 +42,6 +42.2 +41.8 +41.5 VALUES WHICH IS T Y Q ORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL M ORDINANCES. 32 ft -51.0 -49.7 -48.8 -48.2 -47.6 -4. \"" 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P N,NO ADDITIONAL CERTIFICATIONS OR 35 ft -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -555 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 44RED PEAK ROOF -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -563 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 401t +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF 45 ft -54.8 -53.4 -525 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft -67.6 -64.9 -63.0 -61.6 -60A -59.4 -58.5 -57.7 -57.0 AVE HEIGHT +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 a aOF 50 ft -56.0 -54.6 -53.7 - .9 - -S j ;50 50 ft -69.1 -66A -64A -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 � � HT +51.6 +50.2 +49.310+48.5 +4719 +414 44710 0466 446.2 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft 57.1 -55.7 -54.7 - 0 - 57a¢ t52 5 b 55 ft 70.5 67.7 65.8 -64.2 -63.0 -61.9 61.0 -60.2 -59.5 S I ® I 5 (A-) �a+52.7 +51.3 +50.3 *t9.5 .9 +"% +47.9 04749 1*.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.158.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65A -64.1 -63.1 -62.1 -61.3 -60.6 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 6pft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES � ISO O REMARKS o . DRNRd CHI40 .DACE 5TH ED. FLORIDA BUILDING CODE ENGINEERING I tr 3 RB✓-ADIU6TEDHEIGFliB 6S9 TSB !!a/08H (2014) E�CPRE8S® - .. Z 201 Fec M Tss ,a 5 `z Q - ASCE 7-10,CHAPTER 30 °z z z 160 SW 12th AVENUE SUITE 106 CD DESIGN LOADS FOR COMPONENTS&CLADDING - , DEERFIELD BEACH, FL 33442 �" pZ MASTER PLAN SHEET n T UMff ISnOPRUNRROFErI OOE"GE:wa�, P:(954)354.0660 F:(954)354-0443 pT N AN6�Mi NOT BE REIRtO WHOVE OR FINT &T CERT OF AUTH 09885 q i ASCE 7 O E:HELLO@ENGINEERINGOMMS.COM Oz ENGINEERINGEXPRESS.COM j 398 East Dania Beach Blvd. Bw, ING DROPS Suite 338 Dania Beach,FL 33004 A Perfect Solution In Every Drop 954.399.8478 PH Certtiicate of.Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product v l atiio Report Of JELD-WEN, Inc. Contours Premium Steel Wood Edge Full Lite Non-Impact Up to 9-0 x 6-8 O/S f©r Florida Product Approval A606 ,: No. i Florida Building Code 2010 Per Rule 9N-3 Method: 1 --A (Certificate Method) Category: Exterior Doors Sub--Category: Swinging Exterior Door Assemblies Product: Contours Premium Steel Wood Edge.,Full Lite } .Non Impact Up to 9-0 x 6-8 0/S Material: Wood with 24 Ga.Steel Skin Product Dimensions: 107"X 81.25"(Maximum) Prepared For: '....• ...... JELD-WEN, inc. 3737 Lakeport Blvd. 1,0�''�r� F. .... Klamath Fulls, OR. 97601 ���1L :r•''`. x ' .,�� ,�' • 00 Prepared by . 0 ..' *. . .».. Hermes F. Norero, P..ik. e -d . . T T �`• Florida Professional Engineer#73778 ® : to op 4e•*ft•• Date: 12/11/12 �i •T •� •• �� �ti•••• ntents: I� .(i<a ••••.�.iL• G. `r • Evaluation Report Pages 1-4 �is /®N NIV N,`� Digitally signed by Hermes F Norero,P.E. !!t t t Reason:I am approving this document Hermes F.Norero,P.E. Date:2012.12.1414:30:24-05'00' Florida No.73778 . . ' � vw- ' ♦/� BUILDING DROPS ( ' : Fl.iszoe A Perfect Solution In Every Drop L-ze. 12/11/12 Certificate of Authorization:29578 Report No: 2241 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Contours Premium Steel Wood Edge Full Ute Non-Impact Up to 9-0 x 6-8 O/S 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN Inc. based on Rule Chapter No.9N-3.005,MSjh2SL1a 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 A008496FL,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: l 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 shalt be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 0000 S. Site conditions that deviate from the details of drawing A008416FL�equlre fUgbpf engineering analysis by a licensed engineer or registered archit' a! : ... .• 6. See Installation Instructions A008496FL for size and design pressurelimitationso •••• • 9999.. 99.99. 9999 . .. 9999. .. 09 .. . 9609.0 9999.. SO 9999.. 6 96 6 6090 • • H#rmes F.Norero,P.E. Florida No.73778 Page 2 of 4 moi- J ,00 � . ILDING DROPS FL#: F116106 Perfect Solution in Every Drop Date: 12/11/12 Report No: 2241 Certificate of Authorization:29578 Quality Assurance: 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.(FBC Organization#QUA1789) Performance Standards. The product described herein has been tested per: • TAS 202-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratories (FBC Organization#TST1577) Report#:CTLA697W, Report Date:11/11/01 Report#:CTLA-961W, Report Date: 10/23/02 21; Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#: NCTL 210-3195-1 Report Date:09/28/05 3: Certification Agency National Accreditation Management Institute (FBC Organization#:CER1773) t a' 48 Component Material Certification Miami-Dade PERA (FBC Organization#:CER1592) ODL,Inc. "HP Polypropylene"Series High Performance Door Lite Material NOA 10-1209.01 S. Component Material Testing of Dylite Expandable Polystyrene by .... intertek Testing Services NA,Inc. ...... .... . . ASTM E84-08 • ••• •• Report#:3113726SAT-001 R1 Report Date:03/13/2009 •••licjuivalenA of Test AAA-cards: •:,.-A TM E84b8 has"n evaluated for differences in test methodology,if any,between the edition referenced in the ....ZQ10 Flcrld%Pblldingl�gdg,ASTM E84-07.After review of the referenced standard and editions,it has been found • that no sigalficant tecbciW changes have been made to the test standards that would affect the results.All • ••rc#erenced standards have$een found to be equivalent.All materials test results meet minimum requirements of the ...ZQ10 FBC inclUding FONZ provisions. •.•• • .. Hermes F. Norero,P.E. Florida No.73778 Page 3 of 4 v � BUILDING : FL16106 12/11/12 A Perfect Solution in Every Drop R ort No: 2241 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: � t A. For two by(2X)wood buck substrate,use#10 Wood Screw type Installation anchors of sufficient length to achieve 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 312V diameter ITW Tapcon type concrete screw anchorsof 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 311V diameter iTW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to installation Instructions(A008496FL)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Without Surface Bolts With Surface Bolts Single Active w/or w/out sideiites +/-60 PSF +/-A Ar (X,ox,Xo,OXO) Double w/or w/out sidelites N/A +/-SO PSF (XX,On,xxo,OXXO) Installation Method: • • p g, require • 'please refer to •••, For installation details,anchors spacing,and additional installation sheet 6 of the installation Instructions,A008496FL. .. . ;"''; • ...... . • •... ..... • . .. .• .• . ...... • • • • •••••• Ngrmes F.Norero,P.E. Florida No.73778 °' Page 4 of 4 JELD-WEN DOOR TABLE 1 INSTALLATION DEFAns 8fZ£: W/ALS:rXwDUCT MOB THE LYATL3t RECAwaMENTS POR 7nrttz' 5 OURS PREM31UM STEEL VAM EDGE &6 TALL SYST FULL LITE NON- ACT txXJpNO)fO XOItxJ(ox}pAf0XQI UP TO S'-V X 61-S" YmH SURFACE IX)LI& IWITH OUTs1x1FACE sats OUTSWING GENERAL NOTESsaxxlLLeArTTNrreGwoRWnsOrstltEs +60/-tO +50/-s0 1.THIS PROOUCT G DESIGNED TO COMPLY WITH THE CURRENT FLORIDA WILDING COBE(FEC)BASE ON THE SIGNED AM SEALED ox xa.oxo} wo SIDE DATE;INCLUDING HVHZ AM HAS BEEN EVALUATED ST ACCORDANCE MTH THE FOLLOWING-TAS Z!2 0C tx 'E�� � WA +Sp 1-so 00L 01oL X%q,Ox7t0J 2,1X AND 2X WOOD SLICKS BY BE ANCHORED PROPERLY TO TRANSFER LOADS i8 BUCK XIATERIAL MUST HAVE A SPECIFIC t)F Ai!+6 t ?tRtEATER. w COMPONENT LST s.PRDlXfCT ANCHOR TYPE$AND t ON Stmt 16 3}K)Wt3 FOR ARE ALWAYS ITEM DESCRIPTION MATERIAL TY. FROM EDGE OF UNIT FRAMF-ANCHOR TO BASE MATERIAL SHALL BE BEYOND WALL R STUCCO. 1 SHIM MAX.THK.} WOOD AS REQ. 4.THNS>X> ENT SttPERCEDES OTHGR INSTALLATION INSTRUCTIONS FOR NON-IMPACT RATED ODOR .FOR OTHER 2 2x WOOD SLJB BUCK(SLG.MUST BE 0.55 OR GREA WOAD AS REO IMPORTANT INSTALLATION I NSTRUCTOM�B.REFER TO JELD-WEN DOCUMENT#.M108(INSTALLATION INSTRUCTIONS FOR 3 1x WOOD SUB$(1CK .G.MUST BE 0.55 OR GREATER Y4 000 AS REO. PRE IG ENTRY DOORS)FOUND ON THE JM"EN WEBSITE:.fEL WEN.CO }RWRESOURCESftSrA(4ATIOM d FAW OV& 4 #ID WOOD&V M.ATIQN S(:REW WJ 1 N2'(u4BL EMBEDMENT STEEL AS REI]. 5 3118" TAPCON ANCHOR WI 1 114'INN.@LBEDMENT STEEL AS REQ, FLORIDA APPRww sKunats NEEDED WHEN OAPAcT PROT'ECTm LS REQUIRED. 6 09 X 2112"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 0R 4 8.FOR DESIGN PRESSURE RATINGS.SEE TABLE 1.SHEET 1. 18172'MAX. 10r MAX FRAME 7 1#8 X 2112"PHILLIPS FLA SCREW EL REQ. SOEUTE FRAME TYP. 3T4"MLKL BAR TYP. 8 #S X 314'PHILLIPS FLATR�D WOOD SCREW STEEL 22 OR 44 7.THIS PRODUCT MEETS THE WATER REGUNTT8 9 7'OA.Ks NtON.#4PACT GLAZED BY QDJ.. 1-4 Flit H4G}i VELOCITY HURRICANE ZONE tHIVHI2J SEE DESIGN SDFT�C 74112'MAX FRAME-1 1D KWIKSET LOCK SERIES 400 OR EQLRVALENT STEEL 1 PRESSURE CHART BELOW. 11 KWIKSET DEADBCLT BERDES JDD OR EQUIVALENT STEEL 1 B.SIDELITES ARE AN OPTION AND CAN BE LAW IN SWtX.E OR12 SINGLE GLAZE NONIMPACT FRAME GLAZED BY Orn. 1-4 DOUBLECONFIGtIRATION. 9.FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, OVALS.WN STAN DROUND-TOPS.ALSO1NCLIJOED ARE I TtERNALANiD EXTERNALGRNJ.SUNDS BETWEEN GLASS. • 8ffERNALWROIJ6HTiRONANDD5CO.ALS0,SM01T'ESAREAN a OPTION!EIB}CAN BE USEV IN A SOME OR OOUMME C A I9 AIiF `$(WEIOD$FtAU G j✓' "X 8 8 ELEVA O R k TyP SACT DOUBLE DOQR W/FULL 1-2 SiDEUTES(0)X.0) }y LITE SEE SH T.62 70 1W MAX 37 �A JJ JL4`MAX FR"�� r-741W MAX.PRAME� G, am Ti?.d+ r ` m t1 MIR t0 • • • • • •. i i i i•i ,,`` �,fHttttj�,`,i FULL LITE •FLR L LftE• • • • • • "X 88 ICE{? BA X B B ELEVATION ` 3-0 X e-BEVA •• • • • • TRIPLE(Q X 0} OQ(18LE{)O(} 4iQ..°•• •;��Q�'L SINGLE()}&(0) 3 1311812012 see • VAGAft • Digitally signed by Hermes F Norero,P.E. ~'• - °`"'s 4 ••• Reason:I am approving this document rte• �< � �'&'r Date:2012.12 031352:47-OS'(>D' l +BCERT OPAL1ttl N0.2B5J8 ! of r. }r� • • • ••• • • • ••• • • • ••• • • 1 i - PRESSURE TREATED WOODAPPLY DAP ALEX PLUS SILICONE MULLION BAR(.75'x 4.5625•) 6-#8 X 2112" OR EQUIV.BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. } S 3w 'Ilk A2 FIXED Acrw 82 B2 B2 82 T7 ODL LIP-LITE NON-IMPACT ODL LIP-LITE NON-IMPACT Or IN 1-2 X 6.6 SHOWN 3-0 X 6•8 SHOWN r - 1fi'MIN. 118'MIN. TEMPERED 7E ERm 3w WK 9 GLASS GLASS GLASS M 1"OA.MAX. x 13W 1 $R! 1ffMK THMIM 3!8`MIN.MAW SITE •• ••• •• DETAIL 82 i i ••i i ODL N6N4MPACT GLAZING DETAIL 4 • •• • • • • • ••• ••i ••• • '• � ,_ MAX.D.L.O.3.0 X 6$:21Y"X¢3Ya" 0``611iYi1llitt�t � B MAX.D.L.Qt 1-2 X 6-8.6"X 63 BOX SIDELITE MU .,,...• ',.sed -. MAX 4 UNITS p ifJiB(2Q32 E)WAF 4. 0 XX.O• ••• • • • • • • s • • • • • `* i�r v saaet •• • • •• • • •• • • �« a+G LIQtE • •i • • • • • • DETAIL A2 •• • ••• • ••• • (6)FASTENER LOCATIONS AT &P E` S SAFFELt DOUBLE-BACK MULL ATTACHMENT o,, eA�8496Fi. ••• • • • • 000 • • WITH WOOD MULLION BAR FI CERT.OF RUTH.NO.20M 2 a 6 • • • • • • • • • • ••• • • • ••• • • h I n 10 AM _ e n r v � n e e e e v n i1■s _._ 'F ,j i R r i BMs sasz-ose tctis3 + t�tinrosvw at t5bi TO(tb5):—W SWU3M WjmZ WH Clw w3u 9Nfl 1OWWWWORM A vtioaeae p.. 'per PWanin CELf b 92 531TQaiS.Z-1t HiiM L�VdWitt�t 31Ti'tlfld ��!! •q IaoariA &9X""XM133a WUWSVd SNt OM03 I dMMWM i p in CY y� ``O�ti4t{1lltilt� � i 2 II. I I o V a in t ti N N w a0 a' • • •• ••• ••••• . r • aFFFppOf 7 o a ••••• • r q: b09Y OS8 tib57 X83 Aw4oSVWtAmD='8 UOOM low vo Im ww t tit MUM 1108 374-4 fiS w A' 5W 1•liARi •wae *n tete -- a saaams a-a Ham a3tewt-wm un Tvu to tt t ewosuao 8.4X0.5 sunoom OWN � �►t1»urrf� IL w 4 I '• at '••.• •''� U Z n Wei Q Oma' • • y 0000 0000:• 0 00 00*000 0000•• • • •••tt• 3� �� �__ 0000 r�r-�• •.•o• .0000•0 o i 0000•• '' ;� +� `� '` � , � • 0000•• ow JA 1 • • 5 00.00• t i Fl • SA � Lt IF f� � t �. 0* CERTIFICATI 1' r r i CERTIFICATION NO: N1911352 DATE: 12(39120 �—. CERTIFICATION PROGRAM: Structural COMPANY: D-WEN CODE: 82-1 To verify that the"Notice of Product Certification"is valid,please visit-www.NAMICertification.com to assure that the product-is active and currently listed This certification represents product conformity to the applicable specification and that certification criteria has been satisfied A NAN U approved certification label mustbe applied to the product to claim certification,staff.Pjease reviswand advise NAMIany corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION 3ELD-WEN "Contours"Premium Steel Wood Edge 3737 Lakeport Boulevard Full Lite Non-Impact Out-Swing Door Klamath Falls,OR 97601 w/Endura Aluminum Bump Threshold& Ultimate Hurricane Astragal Configuration:OXXO Glazing:Insulating Gless-(Tempered)or Monolithic-(Ten"md) Frame: W-2718mm(107.00") H- 1.25") Panel: W-915mm(36.00") H-20 2mi}i(80,00") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure:+501-50 psf --11'V1Mrface Bolts Design Pressure: +60%60 psf w/Sace Bolts ••••• oasaff"Conflguradoas:O OX1X0/O O/OX�1©• • • • Product Tested By: Certified Testing Laboratories Inc. •• Report No: CTLA-697W/NCTL-210-3195-1/W-1535 ...:R. Expiration Date: December 31,2016 ••• .. • . • 0 060• .••.•• Administrator's Signature: ' ' • •:• NATIONAL ACCREDITATION AND :'•••' 0 • • . . ••• MANAGEMENT INSTITUTE, INC. f *000 • •..'•� 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122