Loading...
WS-12-1719Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178511 Permit Number: WS -9 -12 -1719 Scheduled Inspection Date: October 22, 2012 Inspector: Bruhn, Norman Owner: MOORE, KELLY Job Address: 450 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA WINDOWS COMPANY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060140320 Phone: (561)340 -4300 Building Department Comments INSTALL ONE IMPACT DOOR WITH SIDELITES Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passe Failed A'd*/-67,1-7,1 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 19, 2012 For Inspections please call: (305)762 -4949 Page 26 of 45 n\iliAvLA505( BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: 1/49) N G 9 `I i+ r MIEMEIMMilli'" at SEP 1 2 2612 gj BY: Permit No. FW I �� J Master Permit No. ROOFING City: Miami Shores Folio/Parcel #: // "3 AO 6- o/ j - 20 County: Miami Dade Zip: ' 3 13 8 Is the Building Historically Designated: Yes � J NO Flood Zone: OWNER: Name (Fee Simple Titleholder): J o h ^ `tr Kai I v 0°' f Phone #: J -5 7(r 9 Address: y56 ,Q 't 54-f t`et City: PI ' i 04-011 Sit n State: F1�. Zip: 3 313 Q Tenant/Lessee Name: , Phone #: 2o5 7I j- ‘U86 Email: CONTRACTOR: Company Name: Nam e: � 1 7(t 6 cu 24). hd,a u„ e. , Phone #: 6 / "a `i0 'Y3 <9 0 Address: ` / J/ 0 +N W .-p R pc A l 8 City: PO) M CrA-i-k 6-0-0efl State: IL, Zip: &9 ?9/ '% Qualifier Name: Scc( T 13 mC. n Phone #: 5'70 1 'J 460 — id a 0 State Certification or Registration #:CG e- l S"® I tt 6-7--) Certificate of Competency #: Contact Phone #: SW ai ti 0 - 13 O 0 Email Address: C t h L ,P /s (`ud& /,0rwd,0 ul twd, Cledp . CA.1 -rte DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ to ? 7' Square/Linear Footage of Work: Type of Work: ❑Addition UAlteration ❑New lldRepair/Replace a UDemolition Description of Work: 1 n 5 4'°-A Color thru tile: ********* * * * **** **** * ** * * ****** * **** * **F s*************** ******* ****** ******* * **** * *** ,�,++// �� Submittal Fee $ Permit Fee $ /(0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �y • !N Bonding Company's Name (if applicable) A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) P 1 A 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 ANNIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1� ',� Signature Owner or Agent The foregoing instrument was acknowledged before me this �) day of , 20 la, by —5.7,41/4r% > o ers +nail kno Contractor The foregoing instrument was acknowledged before me this 1, day of creelan btx-20 IZ , by S to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: as identification and who did take an oath. NOTARY PUBLIC: Sign: ' f Sign: Print: ► S My Commission Expires: Print: hi t My Commission Expires: (407) 388-0.153 BONNIE GOMEZ MY COMMISSION # EE098828 EXPIRES May 23, 2015 Fb rt� rldallotaryServtce.co ****Hh***** **** ****** ********s * GIs****************************************** ******************* ** ***** ***** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. X COPY OF QUALIFIER'S STATE LIC CARD B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. X COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Florida Window Co. BUSINESS ADDRESS: 11360 NW Jog Road, Suite 102 CITY Palm Beach Gardens STATE FL ZIP CODE 33418 BUSINESS PHONE: ( 561 ) 340 -4300 FAX NUMBER ( 561 ) 624 -8037 CELL PHONE ( ) QUALIFIER'S NAME: Scott Berman QUALIFIER'S LIC NUMBER: CGC1509450 E -MAIL ADDRESS (IF APPLICABLE): cindy@floridawindowanddoor.com Created on 3119109 BY MLDV 1 RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFBBSIO TION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BERMAN, SCOTT C FLORIDA WINDOW COMPANY LLC 11360 JOG RD PALM BEACH GARDENS FL 33418 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you be For information about our services; please tag onto www.myyfflIoridalicense.com. There you can find more information about our divisions and the regulations that impact you subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license (850) 487 -1395 O TACH HERE ACC:We,' NORTHOL -02 WIKI CERTIFICATE OF LIABILITY INSURANCE DATE (MM IDDWYYY) 917/2012 PRODUCER Automatic Data Processing Insurance Agency, Inc 1 ADP Boulevard Roseland, NJ 07068 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED NORTHFIELD HOLDING CORPORATION Dba Florida Window Company LLC 11360 Jog Road, #102 Palm Beach Gardens, FL 33418 INSURER A: Travelers Indemnity Company of America 25666 INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM$DDWYYY POLICY EXPIRATION DATE IMMIDDIYYI'Y1 LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ PREMIS IU RE occur PREMISES (Ea occurence) $ CLAIMS MADE OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ — POLICY PRO- 4 ii LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ 7 OCCUR CLAIMS MADE _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS AND EMPLOYERS' ANYPROPRIETORIPARTNERIEXECU11VE OFFICER/ MEMBER (Mandatory If yes, describe SPECIAL PROVISIONS COMPENSATION LIABILITY Y NN IHUB0545P05812 10/1/2012 1011/2013 v WC STATU- OTI-I- TORY LIMITS ER E.L. EACH ACCIDENT $ 100,000 EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 1 OO,000 In NH) under below E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER • DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg. Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2009101) 01988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE IMWD1hYTY) 02/20/2012 JN RD PRODUCER (954) 942 -4400 Southgate ins Agy of Pomp Bch Ina 639 North Federal Highway P Q Box 72$ Pompano Bash FL 33062- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC INURED Northfield Holding Corp DL R. Florida Window And Door&Floride Window CompanyLLC 11360 NW J•og kosd Suite *102- Palm Beach Gardena FL 33418- INSURER a _awizaexk America Ins Co. INSURER B: X INSURER C: COMMERCIAL GENERAL LIABILITY INSURED: . INSURER E: 02/17/2013 / / / / / / COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE D RE0UIREMENT, TERM OR CONDRION OF ANY CONTRACT OR OTHER DOCUMENT THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS. SURi D NAMED ABOVE FOR THE POLICY PERIOD INDICA1 0. NOTWITHSTANDING, ANY WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LTTRR JN RD TYPE OP INSURANCE POLICY NUMBER L� pp DATEY{I6t�U�j p l�1 i fT '1�' �� MITE A X taENEMALL1A81M COMMERCIAL GENERAL LIABILITY LSAO €B602 -01 02/17/2012 / / / l / / 02/17/2013 / / / / / / . _ • • NGE s 1,000,000 X -, T• R II 100,000 CLAIMS MADE © o00UR 5,000 I2.2 ,.. ,4..1;,a_: PERSONAL aAL1VINJURY II 1,000,000 f+ENERALAGt3REGATE i 2,000,000 OEM A0G EGATE I.N9TAPPLE PER: POLICY El 17 too P 0 •. . - , <,, , r c . 3 1,000 000 al i----_ AUTOmo LIAB1LnY ANY AUTO AU. QV isp AUTO$ $CHEDuLEDAUTO$ HIRED AUTOS NOMOWNED AUTOS / / / / / / / / / / / / / / / / OOMBINED EMCEE MIT (Es seeded) _ L_ EODH.Y JNJIJRY (Par Phi BODILY RIMY pets talent) PROPERTY DAMA08 (Par •GaMenO BARANELABILITY AWAUTO / / / / AUTOONLY.EAAGGIDEMT $ OTHER THAN EA AGO $ — AUTO ONLY: r II EXCESSIEMBRELLA MAMMY OCCUR D CLAIMS MADE OEDUCTiBLE RETBOVN $ / / / / / 1 / / PITIP _« _ T ,.I9 AG0REGATH S __._i $ R II $ WORKERS COMPENSATION AND ANY PitOPRIETOMPARIMMEWTivE OFFICER: NIEMHER EXCLUDE07 If -, clormibe wider SPEd1AL PROV $ ONS berm / / I / l / I / j�{� iiri,%. �IIY I � '' - EL EACH ACCIDENT $ ELL TIISEASE -EA = 1- F . - $ E.L. DISEASE. POUCYL9 T $ O'er • / / / / 1 / / •/ / / / / DEPORIPTION OF OPERATIONIPLOaaatotammummteLUSIONS ADDEDBY ENDORSEINUPRONECIAL PRQVISJON$ Hoops of work I Isus#:al.ling of windows and more . CERTIFICATE HOLDER CANCELLATION t ) t ) Miami Shores Village Bldg. Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 ACORD Z5(2001/05) INS02$1o+oslos MOULD ANY OF THE ABOVE DESCRIBED POLR3 BE COMM BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WALT. ENDEAVOR TO MAP. 10 DAY$ WMTUEN NOIl0E TO THE CER1WIOATE BOLDER NAMED TO THE LEFT. BUT PAU.URE TO DO SO $HALL eJ ll OBLIGATION OR UABIUTY OP ANY RAID UPON THE ettrd '7i1/1P fTs OACORDCORPORATION TAI Pepe 1 ot2 BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS 450 NE 94 Street Miami Shores, FL 33138 11360 NW Jog Rd, #102 Tel. (561) 848 -4900 Palm Beach Gardens, FL 33418 floridawindowanddoorcom/ Address: - Li- TO N � 6+ Contractor:- F-1 A Win � Product Approval Review Form Lot:- Block:-� # Opening Location (Room Name) Size NOA Number NOA Design Pressuure rating Opening Required Pressure Rating Egress Requirement Shutter Requirement Width Height ( +) psf ( -) psf (+) psf ( -) psf Yes No Yes No i En- 411., `%.0 F 1 PI_ _ 1.' D1 D a A 75 15- tiLLA 51,2\ / / • - — - a section, attachement and glass type. Rev. 5/7/2009 04/09/2012 - 4:42pm gabriels F:101 Project Files\ 2010- MPS)400 Wind Charts \ Reference100- MPS10-400 Series CAC (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF Tribute Area . - ZONE 4 Ft 15 E 25 30 35 40 45 0 -15 ft 43.4 +401 42.4 +39.0 41.6 +38.2 41.1 +37.7 406 +37.2 -47.9 +37.2 47.1 +36.8 - !' ,,�^ -45.2 +35.9 16 ft - 44.0 +40.6 - 43.0 +39.5 - 42.2 +38.8 - 41.6 +38.2 411 +37.7 - 47.7 +37.3 r- C ,:,,, ' r • " n' 17 ft -44.6 +41.1 - 43.5 +40.0 - 42.8 +39.3 - 42.2 +38.7 -417 +38.2 - 47.6 +37.4 - 47.0 +37.1 ! � '" "}} l J m .3 X6.8 18 ft 45.1 +41.6 44.0 +40.5 X13.3 +39.7 42.7 +39.1 42.2 +38.6 .. -47.0 +416 19 ft - 45.7 +42.1 -44.6 +4(0 - 43.8 +40.2 -43.2 +39.6 - 42.7 +39.1 -42� +38.7 �g +38.3 ;( +38.0 +37.7 20 ft -46.2 +42.6 - 45.0 +41.4 -44.2 +40.6 - 43.6 +40.0 - 43.1 +39.5 - 42.7 +39.1 - 42.3 +38.7 - 42.0 +38.4 -41.7 +38.1 21 ft -46.6 +43.0 - 45.5 +41.9 -44.7 +41.1 - 44.1 +40.4 - 43.6 +39.9 - 43.1 +39.5 - 42.8 +39.1 - 42.4 +38.8 -42.1 +38.5 22 ft - 47.1 +43.4 - 45.9 +42.3 45.1 +41.5 - 44.5 +40.8 - 44.0 +40.3 - 43.6 +39.9 -43.2 +39.5 - 42.8 +39.2 -42.6 +38.9 23 ft -47.5 +43.8 - 46.4 +42.7 -45.6 +41.8 - 44.9 +41.2 -44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 24 ft -48.0 +44.2 -46.8 +43.1 -46.0 +42.2 - 45.3 +41.6 - 44.8 +41.1 -44.4 +40.6 - 44.0 +40.2 - 43.6 +39.9 -43.3 +39.6 25 ft -48.4 +44.6 -47.2 +43.4 -46.4 +42.6 - 45.7 +41.9 - 45.2 +41.4 - 44.7 +41.0 - 44.4 +40.6 - 44.0 +40.2 -43.7 +39.9 26 ft -48.8 +45.0 -47.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 +41.8 - 45.1 +41.3 - 44.7 +40.9 -44.4 +40.6 -44.1 +40.3 27 ft - 49.2 +45.3 - 48.0 +44.1 -47.1 +433 - 46.5 +42.6 - 45.9 +42.1 - 45.5 +41.6 - 45.1 +41.2 - 44.7 +40.9 -44.4 +40.6 28 ft 29ft -49.5 +45.7 -49.9 +46.0 - 48.3 +44.5 - 48.7 +44.8 - 47.5 +43.6 - 47.8 +43.9 - 46.8 +43.0 - 47.2 +43.3 -46.3 +42.4 -46.6 +42.7 9.• -50.0 „y j � ,_ ' " ; ''" r ' raj - 30ft -50.3 +46.3 -49.0 +45.1 -48.2 +44.3 - 47.5 +43.6 -47.0 +43.0 +39.6 • (- rt..,, ` , _�• 32 ft - 51.0 +47.0 - 49.7 +45.7 -48.8 +44.9 -48.2 +44.2 -47.6 +43.6 35 ft -51.9 +47.9 -50.7 +46.6 -49.8 +45.7 -49.1 +45.0 -48.5 +44.5 r 1 411` +40.6 -50.8 +40.3 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 - 49.9 +45.7 -49 +45.2 44**q. -51.8 +40.9 -51.2 +40.6 45 ft -54.8 +50.5 -53.4 +49.1 -52.5 +48.2 -51.7 +47.5 -51.1 +46.9 -50.6 +46.4 -50.2 +45.9 49.8 +45.5 -49.5 +45.2 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -53.4 +48.9 -52.8 +48.4 -52.4 +47.9 -52.0 +47.5 -51.6 +47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 Mean Roof DESIGN PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 5 right 10 15 20 25 30 35 40 45 50 0 -15 ft -53.6 +40.1 -51.5 +39.0 -50.0 +38.2 - 48.9 +37.7 -47.9 +37.2 47.1 +36.8 -46.4 +36.4 - 45.8 +36.1 -45.2 +35.9 16 ft -54.4 +40.6 -52.2 +39.5 -50.7 +38.8 - 49.5 +38.2 - 48.6 +37.7 - 47.7 +37.3 - 47.0 +36.9 - 46.4 +36.6 -45.9 +36.4 17 ft -55.1 +41.1 -52.9 +40.0 -514 +39.3 -50.2 +38.7 - 49.2 +38.2 - 48.4 +37.8 - 47.6 +37.4 - 47.0 +37.1 -46.5 +36.8 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 +416 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 s. 19 ft -56.4 +42.1 -54.1 +41.0 -52.6 +40.2 -51.4 +39.6 -50.4 +39.1 49.5 +38.7 -48.8 +38.3 -48.1 +38.0 47.6 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 49.3 +38.7 -48.7 +38.4 -48.1 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 a>r , • 49.2 -48.6 21ft +43.0 +41.9 +41.1 + - . : +38.5 58.1 -55.8 -54.2 :r` a .6 -49.0 22 ft 443.4 +42.3 +41.5 �o o w. j ' 9.2 +38.9 -58.7 -56.4 -54.7 SS a ®� • �_ 0.1 49.5 23 ft Al; +42.7 +41.8 *a • a a +39.2 59.21 -56.9 -55.2 -5 2 9.• -50.0 24 ft +43.1 +42 2 +41.6 +41 '.2 +39.9 +39.6 25 ft 59.7 +44.6 -57.4 +43.4 -55.78 +42.6 ° 9° �' 9 ' �.6 e. 4 9.9 26ft -60.2 +45.0 -57.8 +43.8 -56.2 +42.9 -54 +42.3 a� +41.8 ' ° d +4(3 °S'� +40.9 411` +40.6 -50.8 +40.3 27 ft -60.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -52.5 +41.2 -51.8 +40.9 -51.2 +40.6 8 ft r ft -61.2 +45.7 -58.8 +44.5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -533 +41.9 -52.6 +41.5 -52.0 +41.2 30 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 32 ft -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -56.2 +43.6 -55.3 +43.2 -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 `5 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 - 63.0 +48.2 - 61.6 +47.5 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +45.5 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 55 ft -70.5 +52.7 - 67.7 +513 - 65.8 +50.3 -64.2 +49.5 -63.0 +48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +47.5 -59.5 +47.1 60 ft -71.8 +53.6 -69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -613 +48.4 -60.6 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE 1. TABLES ARE INTENDED TO • -y *Iy DEFINED AS THE C s �.•',���..► a USE OF CRITICAL CO 2. TABLES VALID 0 a I a• 1 3. TABLES VALID F a a LESS THAN 10• SHA 4. IDENTIFY THE B CANNOT BE IDENTI ' L 5. ALWAYS ROUND ;+ ` 6. CALCULATE THE TRH' THE SPAN LENGTH (HEIGHT) MI THAN ONE -THIRD ° SP • �.. OPENINGS ONLY- AREA OF AN OPE BE USED, ALWAYS ROro.,(� USE: MRH <_ 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT L5 VALUE OR CONSERVATIVE ASSUMPTION. E OP ING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE I FSS )._,THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH B + H •,' :° ' '� ' GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH °ALLOWABLE STRESS DESIGN METHODOLOGY° PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 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 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 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. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR • 'ING WIND VELOCITY, EXPOSURE, AND OTHER N �� �- - •?- t�r_.�_• .; D VERIFIED BY THE GOVERNING RRANTY FOR APPLICABILITY OF TABLE COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR D VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO~' 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER NATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. ADDITIONAL CERTIFICATIONS OR a= 10% OF ...VI. lie' iii $ ' 111,, ' r 6 RH, WHICHEVER IS SM r ,zv„✓!` ) F LEAST HORIZONTAL DIMENSION OR 3FT (1 0 °' Sa QUESTION CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a SAVE I_t. ROOF HEIGHT 0 ISOM PEAK ROOF HEIGHT MEAN ROOF HEIGHT WALL ZONE FIGURES 9 m rn m y a r m z -I N O O 8 r v REMARKS [NIT ISSUE DRWN CHKD GSS TSB DATE 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDRIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354-0443 WWW.ENGEXP.COM CERT OF AUTH #9885 FloridatBuilding Code Online Flor Busine Profess' Regulation fe Page 1 of 4 BCIS Home Log In ± User Registration l Hot Topics Submit Surcharge 1 Stets & Facts Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Us; > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Emall Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method FL15210 -R1 Revision 2010 Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969 -9773 Ext 16 rickw @rwbldgconsultants.com Vivian WHght rickw@rwbIdgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969 -9773 Ext 16 ronoconnell@plastpro.com Exteror Doors Swinging Exterior Door Assemblies Referenced Standard and Year (of Standard) Ev a Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2014 Ryan J. King, P.E. 121 Validation Checklist - Hardcopy Received FL15210 Ri COI Certificate of Independence.pdf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 Year 1996 1999 1998 2003 http : / /www.floridabuilding.org /pr /pr app_ dtl. a. spx ?param= wGEVXQwtDgv3yVVKJZ1Q... 9/11/2012 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R1 Equiv of STANDARDS.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/22/2012 06/25/2012 07/03/2012 08/07/2012 Summary of Products FL # Model, Number or Name Description 15210.1 a. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door - Inswing / Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any addttt al use limitations, installation instructions product pa iculars. installation Instructions FL15210 R1 II INST 15210.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.1.odf Created by Independent Third Party: Yes 15210.2 b. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing / Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings,1 any additional use limitations, Installation Instructions and product particulars. Installation instructions FL15210 R1 II INST 15210.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 Ri AE EVAL 15210.2.pdf Created by Independent Third Party: Yes 15210.3 c. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, installation instructions 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing /outswing (XX; OXXO - Configurations) installation Instructions FL15210 R1 II INST 15210.3.pdf Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 any additional use limitations, and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.3.odf Created by Independent Third Party: Yes 15210.4 d. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing /Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, Installation instructions installation Instructions FL15210 R1 II %NST 15210.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.4.pdf Created by Independent Third Party: Yes http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDgv3yVVKJZIQ... 9/11/2012 Florida Building Code Online Page 3 of 4 and product particulars. 15210.5 e. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing /Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15210 R1 II INST 15210.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.5.pdf Created by Independent Third Party: Yes 15210.6 f. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Side lites - Inswing /Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. installation Instructions FL15210 R1 11 INST 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.6.pdf Created by Independent Third Party: Yes 15210.7 g. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation instructions FL15210 R1 II INST 15210.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.7.pdf Created by Independent Third Party: Yes 15210.8 h. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. installation Instructions FL15210 R1 1I INST 15210.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.8.pdf Created by Independent Third Party: Yes 15210.9 I. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation instructions FL15210 R1 II INST 15210.9. df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.9.odf Created by Independent Third Party: Yes Bads Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees 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 if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDgv3yVVKJZ1Q... 9/11/2012 Florida Building Code Online Page 4 of 4 http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx ?param= wGEVXQwtDgv3yVVKJZ1Q... 9/11/2012 plastpro 5200 W. CENTURY BLVD. LOS N ELE , CA 90045 Smooth / W s ®'' d Groin Rustle / Mahogany S f' s 0 Fiberglass Door ING / OUTSWING GOMM NOTES C has been evaluated and ts6ticompliance with 1 Code (t1te) struclutal helthang the 'High Velocity Hurricane zone iflvti4. 7S 37, MAX. FRAME t°d1D1H 7[7 p Q 115.5°f .O 3;.s Secton 1626 of the Florida But ing Code and does not require an 0 ci When used isr oftto"HVH 1409.1.2 of the 2010 f0C and does not require an Wades Wind Zone 4 a defined in ASTM E1996arc compiles with Section atsmbsgelevel 11 and TH .1.2 4 of these wits shag be osa adsihat far 2K from the defogs of roomy consteaction. by a licensed englneer qoutsmiterlastpa. vAng toaaflons ploteated k — Is less Man 45 d : \A- Projects \Project Folders \proj 1501 - 1600 \PF 1596 \D. RWBC Drawings \2010 \FL -1521 CAP (PVC) 35.75 MAX O.A. WIDTH 0 t7 x 0 HORIZONTAL CROSS SECTION 2 ODOOR PANEL Fiberglass SEE HARDWARE TABLE KWIKSET KNOB: SIGNATURE SERIES o�VEAD6 : SIGNATURE SERIES (980) ± 75 SOILAGE KNOB: `EADBOLT: ? SHIES (F51) °B" SERIES (B60 /62) ± 75 PAMEX LEVER arnica DEADBOLT: FD7SERIES ± 75 HOPPE MULTI•POINT LOCK: 3-POINT TONGUE ± 50 W &F MULTI-POINT LOCK: TRDENNIUM 3000'SERIES ±75 See sheets 9 and 10 for mutt -point lock details. INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.125' MIN. THK.)--'` EXTERIOR BOTTOM RAIL (COMP.) °VERTICAL CROSS SECTION a m 0 Z z 0 Dry: 02/ 6/ 2 scom N.T.S. owo. er JK aec at LFS DIMING NO. FL- 15210.2 sse r 2 OF 14 z 3 i 0 9 c 0 a N : \A - Projects \ Project Folders \proj 1501 - 1600 \PF 1596 \D. RWBC Drawings \2010 \FL- 15210.dwg, 32 SUE (LVL) 0 HORIZONTAL CROSS SECTION 3 35.75° DOOR WIDTH 0 0 0 OSIDELITE PANEL INTERIOR FIBERGLASS SKIN (0.12T MN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) C)VERTICAL CROSS SECTION ; 0 z 0 cc cc O z we 02/ 6/ 2 ALE. N.T.S. DWG BY: JK auc. DY: LFS DRAWING Na.: FL- 15210.2 r 3 OF 14 3 c LL 0 5 F 2 2 a. 0 a.. •O a 'o SU!' N 20.50" MAX. D.L.O. WIDTH 24.22" MAX. FRAME WIDTH 20.75" MAX. D.L.O. WIDTH (TYP 1--I I--T ODL LITE FRAME 24" MAX. FRAME WIDTH 0 x 0 0 o RSL LITE FRAME 5/8" GLASS BITE EXT. 1° OVERALL GLASS THK. 1 /8" ANNEALED GLASS 0.090° PVB INTERLAYER SAFLEX BY SOUITIA 1 /8" ANNEAL GLASS AIR SPACE 1 /8' TEMPERED GLASS G)GIAZING DETAIL u EPRAME �v :B , x ,.. C ODL RSL ± 60 EXT. 1 -1/4" OVERALL THK. GLASS 1 /8° ANNEAL GLASS 0.090"PVBINTERLAYER SAFLEX BY SOLUTIA 1 /8° ANNEALED GLASS AIR SPACE 1 fir TEMPERED GLASS 1/7' NON - GROOVE SWIGGLE w/ DELCHEM#80 POLYSULFIDE 1/8' BACKFILL INT. 1 /2" GLASS BITE ALUMINUM SPACER INT. G2 GLAZING DETAIL lq 1.86' OEXT FRAME O W. FRAME 15 EX . FRAME C 6 TNT. FRAME SCREW CAP O z DATE: 02/16/12 s N.T.S. MO. Br: JK CHIC ar LFS DPAVANO Na: FL- 15210.2 seEr 4 of 14 ri I a 5 m re ET 0 N 0') O 0) 2 0 0 LL a. 0 m 0 LL 0 m 0 v vv ICI / \ / / \ ICI / \ ELEVATION (XO - OX) vv v ICI / )G x [1 / \ / 4 irk v °v e v to z 0 M1E: 02/16/12 scAlE: N.TS. DM. BY: JK tam tn: LFS DIMINO NM: FL- 15210.2 SHEET _5 of 14 2 0 n 0 3 0 rc N 0 0 0 O m O /0 i ■ \ lig ° 00 0 0.15' 1-1/4' MIN. O O CSINK EMB. (1YP.) Tom'•) 6 QHORIZONTAL CROSS SECTION Outswing shown - Inswing also approved NOTE 1. Spacing for item K: 6' from ends and 7 more equally spaced along sldente (9 total). EXTERIOR INTERIOR 0 SEE NOTE 1 DHORIZONTAL CROSS SECTION Shownw /lXsub -buck cpHORIZONTAL CROSS SECTION Outswing shown - Inswing also approved EXTERIOR INTERIOR 1 -1/4" MIN. EMB. (TYP.) 0 00 / OMNI EXTERIOR SEE NOTE 1 0 INTERIOR �N 1r 00 OHORIZONTAL CROSS SECTION 6 Outswing shown - Inswing also approved 21 z OU oagi 0 O z 0 stn Ctl a1E: 02/16/12 N.T.S. I. B'r: JK ax sr: LFS DRAWING P. FL- 15210.2 SHEET 6 of 14 N 0 u_ o_ • 2 0 a 0. 0 v 0 0 0 m 0 a ott EXTERIOR EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing shown - Inswing also approved INTERIOR g ()VERTICAL CROSS SECTION Outswing contfrguratfon OVERTICAL CROSS SECTION Shown w/ ADA threshold CI VERTICAL CROSS SECTION Shown w/1X sub -buck EXTERIOR f —_- p \ ��� 0 CIF r, INTERIOR CROSS SECTION ()VERTICAL Inswing confirgurafion O 11. a m z 0 0 d z Din: 02/16/ 2 sue. N.T.S. mro. ar: JK aoc. DRAWING No., FL- 15210.2 snow 7 orb CDVERTICAL CROSS SECTION OutswIng shown - Inswing also approved EXTERIOR 01/ INTERIOR Q®® i © 0 ♦0 SEE NOTE I �4 �! C)VERTICAL CROSS SECTION Outswing shown NOTE I. Spacing foritem K: 6° from each end and at center8ne. SEE NOTE 0 pi .7MI 1111 N © re MI SEE 1 ©� 00 EXTERIOR / INTERIOR C)VERTICAL CROSS SECTION Shown w /IX sub -buck INTERIOR D O 0 ii. 0 Is a�1 L1 \,\ \ oi 0 EXTERIOR 0 O00 D $ 4 VERTICAL CROSS SECTION Inswing shown O z GATE 02/ 6/ 2 J. N.T.S. rm. er: JK c er. B: LFS DRAWING I$ FL- 15210.2 Sir 8 OF 14 MANUAL RAISED TONGUE GEAR SYSTEM OHOPPEMULTI- POINTLOCKSET 3-Point longue° OMULfl- POINT STRIKE PLATE O D 0 ; LATCH AND DEADBOL T STRIKE PLATE Tongue system STRBLFJAMB ce d' U' a. as 1 3 -POINT LOCK OETNLS z 0 N 0.' 0 a DAZE 02/16/ 2 SCALE. N.T.S. owo. sr: JK cHL. er: LFS DRAWING No: FL- 15210.2 sew 9 of 1600 \PF 1596 \D. RWBC Drawings \2010 \FL- 15210.dwg,10.2 W & F biennium 3000 SERIES 3 pt. Lock STRIKE JAMB DETAIL 8 OC cc kS aE 0. a 0 Z MUE:02/ 6/ 2 WU. N.T.S. ral er JK dx sr: LFS DIM INO NO.: FL- 15210.2 sue* of j4 z 0 0 z n 0 3 c ro 0 BUCK ANCHORING OX CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a differentsuppfer may have dfferent edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarJoints, additional concrete anchors may be required to ensure the MAX. ON CENTER° dimension are not exceeded. 3. Concrete anchor table: BUCK ANCHORING OXO cx0 ❑Q� m 0 a 0 z 02/ 6/ 2 SCALL N.T.S. avo. ar= JK MK sr: LFS ENO: FL- 15210.2 sir 11ajj ITW 1/4 14/4" 2 -1/2" S" ELCO IJ4" 1 -1i4° 1" ...„-_ 4` 1 BUCK ANCHORING OXO cx0 ❑Q� m 0 a 0 z 02/ 6/ 2 SCALL N.T.S. avo. ar= JK MK sr: LFS ENO: FL- 15210.2 sir 11ajj SEE HINGE DETAIL (TYP.) HINGE JAMB FRAME ANCHORING OX SEE HINGE DETAIL (TV.) STRIKE MUWON HINGE MUWON CONCRETE AlsICHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center dhtance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER° dimension are not exceeded. 3. Concrete anchor table: ITV/ 1/4" 1-1/4" 2-1/2" 3' MN 3/16" 1-1/4" 1-1/4" 2-5/8" 7' 3. 04F4 -"-- 01'FJ — •.'.:'''..••••• ..:. ';''' : ' PifJ f.. •... • .. II i 1 2X BUCK OIXBUCK TYP. HEAD & JAMBS _ 41 MULLION TV. SILL II I I I 4t t ^ < LATCH AND DEADROLT Details FRAME ANCHORING OX0 HINGE DETAIL Inswing 1X BUCK 2X BUCK 3, (TV.) STRIKE MUWON IX BUCK 2X BUCK re 0 FRAME ANCHORING fi) 0 EWE: 02/16/12 SOLE. N.T.S. OWO. BY: JK ow. sr: VS ORO= NO.: FL-15210.2 SHEET 12 OF 14 OWSWING THRESHOLD DLP (QOSR) 32 OUTSWING THRESHOLD D1P (QOSH) 5.62" 0 OUTSWING THRESHOLD Endura (Z-Seders) 5.625° 36 INSWING THRESHOLD Endura (Z- Series) OLRSWING THRESHOLD Columbia /Ugh Dam (581) 6-41) OUTSWING THRESHOLD Columbia (575) OINSWING THRESHOLD CoMnbta L! 4.56" 2.44" –I- 2.15 O POLY LTBER JAMB Plasipro 1 OOUISWING =EWE ADAPTER OWOOD JAMB - 4 i ro cr __i_ 16Tb‘ 7 WEATHERSTRIP Endwa Tone 5 0 39 INSWING SIDELRE ADAPTER — 2. 0 8 8 " - - - - ODOOR BOTTOM SWEEP 4.56" �{ 37 OINSWING THRESHOLD 29 ADA THRESHOLD DLP (!SCS) DLP a 1 ,§ 0 am a g 8 m 0 D am 02/ 6/12 scam N.T.S. owo. ter) JK cm B LFS DIUNIM3 FL- 15210.2 weer 13 or 14 Phone No« 8137689.9187 Florida Board of Professional Engineers Certificate Of Authorrbaton No. 9813 Lyndon F. Schmidt, P.E. No. 43409 BILL OF MATERIALS 58 #8 X 2° PFH WS STEEL Isms it DESCRIPTION 'ARTERIAL 60 MULTI -POINT STRIKE PLATE STEEL A 1X BUCK SG >= 0.55 WOOD 62 LOCK ASSEMBLY STEEL B 2X BUCK SG >= 0.55 WOOD 88 2X REINFORCEMENT SG >= 0.55 WOOD C 1/4 MAX. SHIM SPACE - D 1/4' X 2-3/4" PFH ELCO OR fIW CONCRETE SCREW STEEL E MASONRY - 3,192 P5I MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4' X 33/4 PFH ELCO OR I1W CONCRETE SCREW STEEL H 3/16° x 3-1/4" PFH IiW CONCRETE SCREW STEEL 1 1/4 X 1-3/4' PFH ELCO OR lW CONCRETE SCREW STEEL L #8 X 2-1/7 PFH WOOD SCREW STEEL K #9 X 2-1/7 PFH WOOD SCREW STEEL I POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED NNE FRAME WOOD PRODUCT: PLASTPRO INC. FIBERGLASS DOOR 0 o 3 EXT. FRAME (ODL) ALUM. 4 INT. FRAME (ODL) ALUM. 5 #7 -19 X 1-3/4" PPH SELF DRILUNG SMS STEEL 6 #10 X 1 -3/4 PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4 X 4 BUTT HINGE STEEL 11 #9 X 3/4 PFH WOOD SCREW STEEL 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SIUCINE (DOW 995) SIUCONE 15 at FRAME (BY ROYAL MOULDINGS) PVC 16 INT. FRAME (BY ROYAL MOULDINGS) PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC I I R VISIONS 22 3 POINT 'TONGUE° MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM /COMP 34 OUTSWING THRESHOLD ALUM/WOOD 35 OUTSWING SIDEUTE ADAPTER VINYL 36 INSWING THRESHOLD ALUM /COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM /COMP 39 INSWING SIDEUTE ADAPTER VINYL aue 02/ 6/ 2 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - SCAM N.7 S 50 SIDEUTE PANEL - SEE SIDHJTE PANEL DETAIL SHEET FOR DETAILS - MO. FM JK 55 #10 X 1 -1/7' PFH SCREW STEEL mac or. LFS 57 BACKING PLATE STEEL DRAMS NO, FL- 15210.2 SHEET 14 Of 14 NOTICE OF COMMENCEMENT A RECORDED COPY 1:41 MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO %J' I TAX FOLIO NO. /1 -JdZ c) 17 - 03°16 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111 CFN 2012R0648244 OR Bk 28268 Ps 4690; (fps) RECORDED 09/12/2012 13 =18 t O8 HARVEY RUVIN. CLERK OF COURT MIAMI-DADE COUNTY. FLORIDA LAST PAGE (J L �J� Space above reserved for use of recording office 1. egal description of property and reet /address: 1/5-6 14 r c1 i I't is tom( 61i r es t L 3 3't 3 Q trtak,m, Sj7OecS 5g C oZ to 17 Zb .$ 1 w t a o LOT y a ik .S'/ 2. Description of improvement: 1 rti5%4.LJbt 1 1 %O'1 �-� X15e r 3. Owner(s) name and address: john k e..tl t ()'toor 3-0 Alt Q't S4' Ptte,rtt ,5'2t °r e5; F 33( 34J Interest in property: 0,A set Name and address of fee simple titleholder: N A 4. Contractor's name, address and phone number' tiio/ i ��, CJ-g t n.d e w . 5a d..1. t a k,. ro..(m b aLk 6-4(1t$ ( >�c 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: N FA Amount of bond $ 6. Lender's name and address: J`) 11 7. Persons within the State of Florida designated by Ow Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: /3 P ,t,t- 3 (10 —'4'340 33 't18 8. In addition to himself, Owners designates the followin 713.13(1)(b), Florida Statutes. N ,n Name, address and phone number: yet 1 A,otefiemiTlycaryttikpay be ser a; prtwided by 1 HEREBY CER17FY thst Viftin a copy n to • • Origins! A! K- 1 P6 ! .e.c on O A y .701 p4' is Notices of Czahly Courts 4.411. D.C. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT: Signature(s) of . er(s) or Owner(s)' Authorized Officer/Director /Partner /Manager Prepared By l''krv' Prepared By Print Name `"Ce.l.r,.. A . (VICO r f Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this _� day of 3 VnE'_ zt;` By ' co \(\ i(%)t e.- ❑ Individually, or ❑ as for ' 3 Personally known, or U1 produced the following type of identific Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. - i ,1HIMII,,, LEIV I n ENESES '7A INY COMMISSION # EE 193887 `'_ Bonded Thtu Notary PuMc Underwriters writers Signature) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner/Manager who signed above: �.-'vL k By 123.01.52 Pl4E 3 3/10 By