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WS-15-2723 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246554 Permit Number: WS-10-15-2723 Scheduled Inspection Date: December 10,2015 Permit Type: WindowstShutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PINE, EVAN AND MARIKA Work Classification: Door Replacement Job Address:90 NE 104 Street Miami Shores, FL 33138-2027 Phone Number Parcel Number 1121360130860 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Building Department Comments CHANGE OUT 2 DOORS NO SIZE CHANGE. IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 09,2015 For Inspections please call: (305)762-4949 Page 14 of 44 I E'f7i?ft C�. -10-15-27,2- 3 at Miami Shores Village Pe'tM t 7ypw WindowShutter*- 10050 N.E.2nd Avenue NE Ytafict€1 :,Door,i + placement "'• "'""' Miami Shores,FL 33138-0000 P Permit 5tett;S;APPRt—P °'ems Phone: (305)795-2204 . FExpiration: 05/01/2016 tssue late:111312015 Project Address Parcel Number Applicant 90 NE 104 Street 1121360130860 EVAN AND MARIKA PINE Miami Shores, FL 33138-2027 Block: Lot: Owner Information Address Phone Cell EVAN AND MARIKA PINE 90 NE 104 Street Miami Shores FL 33138-2027 90 NE 104 Street Miami Shores FL 33138-2027 Contractor(s) Phone Cell Phone Valuation: $ 4,057.66 J&G CARPENTRY INC (561)333-5042 __..,,_ __ ... ........ ..... . ...._ Total Sq Feet: 0 Type of Work:CHANGE OUT 2 DOORS NO SIZE CHANGE. Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-10-15-57556 DBPR Fee $2.00 DCA Fee $2.00 11/03/2015 Check#:21056 $91.00 $50.00 Education Surcharge $1.00 10/26/2015 Check#:20965 $50.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $141.00 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 forego' a' n is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I autho' t v ed contrac r o do the work stated. November 03, 2015 Authorized Signature:Owner / plicant / Contractor / Agent Date Building Department Copy November 03,2015 1 Nji ) Miami Shores Village L' _—AL ii °�� �� Buildin De artment 6 2015 � g p10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q BUILDING Master Permit No. TTZ3 PERMIT APPLICATION Sub Permit No. QtUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q0 C CJ S7 - City: Miami Shores County Miami Dade Zip: 33/3 0 Folio/Parcel#: 3 io-6(3 08-6o® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): M41 / t�C 19 �i�[= Phone#:vow- &C�)• cam!! Address:_9 0 A) 1= 10 Li S City: V`1�'i1 r W� State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: G i C'Lg- Phone#: Address: 1"5Ak-e® '?C4 -L b (11� t _ City: ��L �f �A State: Zip: aJ / Qualifier Name: � ����VS �_` ! A S Phone#: Sze 1 -�'S '4o Q State Certification or Registration#: L rr Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: `` City: State: Zip: Value of Work for this Permit:$ (P Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New i3Repair/Replace ❑ Demolition Description of Work: S 00 hnzi4" Specify color of color thru tile: Submittal Fee$ 115b n- Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ / GD TOTAL FEE NOW DUE$ a . (Revised02/24/2014) e 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 on 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this [6 day oflCC��C l� ,20 S ,by day of C 0 E 20 .by who is personally known to Zcwrve who is personally known to me or who has produced 1'�• ®y �S s m� �—� p � b`00•SYS• as or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign: Print: GUNGPrint: (/ se °4Amur. y ce1' Seal: ,, •�"e �IYCOilA ONEE1®8835 Seal: ANGELA VdUNG 112,2018 •. •�,r EXPIRES Agri MY COMMISSION O EE188W5 •` •• eatvoten+smv�e�" EXPIRES April 12,2018 407)398-0153 , .' ************************************************************ 1407)398-0193 FbddaN **************** APPROVED BY L7"r7 I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ANNE M. G A N N O N P.O.BOX 3353,West Palm Beach,FL 33402-3353 "LOCATED AT— CONSTITUTIONAL TAX COLLECTOR wWWTei:(561)355-2264-PWM,C0M 13461 79TH COURT NORTH Seming Palin Reach County WEST PALM BEACH, FL 33412- Servingy"u. 2118 rME Of allSNESS OBER RMCATI-ON# RECE07 MATE a,11D Wr PAJD 23-M I GENERAL CONTRACTOR C'U*22 $27.50 is document is valid only when receipted by the Tax Collector's Office, STATE OF FLORIDA PALM BEACH COUNTY 201512016 LOCAL BUSINESS TAX RECEIPT J&G CARPENTRY INC 81-107 LBS R Number: 200305504 J&G CARPENTRY INC EXPIRES: SEPTEMBER 30, 2016 13461 79TH CT N WEST PALM BEACH, FL 33412-2118 This receipt grants the privilege of engaging in or managing any business profession or occupation Bill 14 a III III III I I If 19 131411111 to all it 11116411 within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. .......... ACORO® DATE(MM/DD/YYYY) �.... CERTIFICATE OF LIABILITY INSURANCE 10/26/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions LLC ID: (Essential) CNAME cT Jennifer Hau er c/o Essential HR, Inc. dba first Star HR PHONE 972-404-0295 FA No: 4455 LBJ Freeway, Suite 1080 E-MAIL Dallas, TX 75244 ADDRESS: 'ennifer.hau er firststarhr.com INSURER(S)AFFORDING COVERAGE 14AIC# INSURERA: SUNZ Insurance Company 34762 INSURED INSURER B: Aspen Re-London-Best Rating"A" Essential HR Inc FirstStar HR INSURER C: Catlin Syndicate-Lloyds-Best Rating"A" 4455 LBJ Freeway INSURER D: Brit Syndicate-Lloyds-Best Rating"A" Suite 1080 INSURER E: Dallas TX 75244 INSURER F COVERAGES CERTIFICATE NUMBER: 27047449 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER MM/DD/YYYY MM/DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 1-1OCCURDAMAGE ( RENTED PREMISES Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ PRO LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LUIBOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCPE0000018403 10/1/2015 10/1/2016 �/ STATUTE OERH AND EMPLOYERS'UABILITY Y/N WCPE00000184 02 10/1/2014 10/1/2015 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If as,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Coverage provided for all leased employees but not subcontractors of:J 8r G CARPENTRY,INC.13461 79 CT.NORTH Effective date:10/1/2013 Lincense CGCO22831 CERTIFICATE HOLDER CANCELLATION 66200008 Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Miami h 2 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Avee 33138 ACCORDANCE WITH THE POLICY PROVISIONS. ,y AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 27047449 1 1 Master Certificate I Todd Trowbridge 110/26/2015 10:11:47 AM (CDT) I Page 1 of 1 BRO ARD COUNTY LOCAL U1 I ES �t RECEIPT _ __.". _... _......._ 115 S.Andrews Ave.,Rm.A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1, 015 THROUGH SEPTEMBER 30,2016 DBA: R@Cei}9f :GEERALCCONTRACTOR (G ERM, Business Name:J & G CARPENTRY INC Business Tyge:Co14TRACT©s). Owner Name:DAvas JXMES D/QUAY, Business Opened:02/24/2012 Business i ocation:13461 79 CT N StatelCounty/Cert/Reg:CGCO22831 PALM BEACH COUNTY Exemption Code: Bushms Phone:5 6 1-33 3-7 7 0 4 Rooms seats Employees Machines Professionals 1 For Ve WW9 Business Only Dumber of Machines., Vending Type: Tax Amount Transfer Fee NSF Fee Pen;ty Prior Years Collection Cost Total Paid 6 27.00 0.00 O o0 1 0.00 1 0.00 27.00 THIS RECEIPT DUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt aloes not indicate that the business is legal or that it is in compliance with State or local laws and regulations. icing Address: e S & G CARPENTRY INC Receipt 41083-14-00009871. 13461 79 CT N Paid 08/06/2018 27.00 WEST PALM BEACH, FL 33412 2015 - 2016 c:' i OFFltx" t ,Al 2 CA 30" X 80" ' —0 36" X 80" 1 REPLACE DOORS IN 2 OPENINGS ONLY. a NEW DOORS TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. OGT 2 6 20`15 OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 4 38.2 -41.6 FL15210.4 75.0 -75.0 FRONT ENTRY-LSMI 2 30 80 16.67 4 39.0 -42.4 FL15210.4 75.0 1 -75.0 DINING ROOM-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILD I-Aiarni S,1101-es lfipel-7,j NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. +� "Toy EWS ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH- [14 ICONC ETE r)ATE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCTAPP,R.QYAPL_DOC JMENTS. ••• ••i i i�gl; I tTi��� L�f'I_IANCE Iti'ITH ALL FEDERAL SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OArpNINQ 3'R��lj� . . f DESIGN PRESSURES OF PRODUCT MEET OR EXCEED S% IFIL dP9�l�it;-Q �``� -) �-�F �' MEAN ROOF HEIGHT 11 FT 9 IN • ••. . ... l.� S e 3 • •• • • • • • •• PINE RESIDENCE 90 N.E. 104TH STREET ';' •;• DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA • • . .. . . • . .. .• 06/30/2015-2:48pm gabdels VAProjectsl 2014-MPS1400 Wind Charts\ Reference100-MPS14 400 Series CBC(Current).dwg 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 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES PS -ZONE4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area(Sq Ft �'��. Roof Tributa Area Ft) 1. TABLES ARE INTENDED TO p QRST CASE'PRESSURES.'WORST CASE'IS `� DEFINED AS THE CRIT.LCACGOffil,�UIRE MO OF 1 UIV�'0l WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 -45_ 50 �ight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DJFI OND FOR lI THESE TABLES. -43. -42.4 -41.6 1.1 -40.6 .2j 9&�9 39 3' -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46A -45.8 -45.2 2.TABLES VALID O�CI( I� NS`QA ROOF HEIGHT AS LIMITED ABOVE. `t0-15ft 3 TABLES VALID F R L E5&SL,ORS.APPLICABLE REDUCTIONS FOR ROOF SLOPES +40.1 +39.0 +38.2 +37.7 +37.2 +6,$,-+36-4 143 9. +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 , \ LESS THAN 10 SHA�QL B�PERFOl2MEp BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 16 ft 44.0 41.6 411 T 404 1 39j8 16 ft 54.4 -52.2 -50.7 49.5 48.6 47.7 47.0 46.4 45.9 4,IDENTIFALWAYSY THE Bl]ZL ING-ME AI�,(AVEy{RE RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +3jj.3�-a3�6'9-+36.6 1,36,4'\ +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFIROUNDWEDtU�SE�}1E'FEAK ROOHEICt�iT. -44.6 -43.5 -42.8 -42.2 -41.7 -41:3 90 6[[- -4rfy.3 �`'`- -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 6.CALCULATE THE T B 7TAR.- G-0 F Ok1�E O EN NG NAL UESTION NHEIGHT�*W DTHMPR ON. 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4-- ^+36.8 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)ML)_ 0 D BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -14.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.11+38.6 +38.2 +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 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -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 -41.7 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 +40.0 +39.5 +39.11+38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 46.6 -45.5 -04.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 _-SOX: -4g,2 <Ig,6 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL C 21 ft 21 ft , MUNICIPALITY IN ACCORDANCE WITH CODE. D +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +40 ._ �9` x-39,5 +3 � - +38.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A r 22 ft -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft -58.1 -55.8 -54.2 5�0 `5�J.. F 50 3,/�'J 6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. p +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 +40"8; 3 399 #3915 X39.2 +38.9 GENERAL NOTES' z 23 ft -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -13.6 -43.3 -43.0 23 ft -58.7 -56.4 -54.7 -T�S i 2.�4 -1 5 59;8! 0.1 -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 + ]2{, 03 ,+40,3 +�9 9' 13 +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 -53:9= 9 - 72`=50 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft r � 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -1 +44.2 143.1 2.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 +41.1�44td 4 --40.2 +39.9 +39.6 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY = 22 pp .48.4 70 J& -45.7 -45.2 -44.7 -44A -44.0 -43.7 -59.7 -57A -55.7 -54A -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES �I •T►5`_• +44.6 +43.4 +42.6 +41. +q�1..4 X41.0 +40.6 +40.2 +39.9 25 ft +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(GCpi=+/-0.18)FOR USE D WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -48.8 �l16. -46.1 4445.6 •45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR fTi 02660 +45.0 +46,8 +419 +42. +41.8 141.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. C) 49.2 48. 47.1 46.5 •45.5 45.1 44.7 44.4 60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY rT VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. Z •�ft +45.3 +44.11 +43.3 +42.6 +42'1 •+41.6 +41.2 +40.9 +40.6 27 ft +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. G) -49.5 8. 5 -46.8 •-46 •45.8 -45.4 r �-44.8„ -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CORRESPONQING WIND VELOCITY,EXPOSURE,AND OTHER Z '3 7• • 63 - - �,2g ft COEFFICIENTS L.ISTED.HEREIN,SHALL DTCT`h7'80/IER ND VERIFIED BY THE GOVERNING Tn •�i8 i +45.7 +44.6 +43.6 +43.(b•- t4?2:-- 6 1412 +40:9'^>-, +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM NTAND;PERM HOLDER. FOR APPLICABILITY OF TABLE ITT -49.9 -4 8 -47.2 6 6 -4 .2 j X45 8 -SFS¢ 45.1 ✓ / -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE�D REI - 1(I • • 'j •-`�• J i I�F� / 29 ft 5.THIS SPECIFIC '70 IS[IVOT-1'N'EN4ED�T0ANY PRODUCT APPROVED +46.0 •44.8 +46.9 +433 +42.7 t4 3. +419 +41 +4L2,/ +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. REgER TO-41, Y-SEPARATELYSED TEST CRITERIA AND OTHER z • -50.3 -49.0 .2 -47.5 46.Si-x46.1..'. 7 -4 4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DES{G =&;N$TA1rATION ERS, - CON AND E WITH OF THESE TABLE '� 3(�'P uII + 30 ft VALUES WHICH IST B VERIFIED-BY OTHERS, WITH GOVERNING CODES. +46.3 +45.4 +44.3 +43.8r 30 t4 t,6 X42 2 +41 B +A1,5 ` +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 Qi 6.ADHERE TO ALL LQC`AL=FMI�ACT.PROTECI�ONw``Y�TEM ORDINANCES. iTyT •32 -51.0 -q4 X48.8 48.?0 •6••-47:1­46.77Ati46 4 4 .0"ti -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATION-IS�EF_ERLE�FOR`�T'yyE INTiGFa TY OF THE HOST STRUCTURE. F- • +47.0 045.7 +491.9 +44.2 +43.6 +43.2 +42.7';WZ�4�,-�.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY PRO E�:11EftEIN,NO ADDITIONAL CERTIFICATIONS OR •:3� -51.9 -5 . 749.8 -49. •-48.0 -47.6 -47.2 -46.9 35ft -�'1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +46.7 +45.0 44.5 0,44.0 +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 MRH, PEAK ROOF -53.4 - -5 .2 -50.5 -49.9 -49.4 -49.0 -48.6 -08.3 -65.9 -63.3 -61,5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT I ESS THAN 41%OF LEAST HORIZONTAL HEIGHT 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 ft +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 QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE 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 ZELEVATION ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50ft +51.6 +50.Z +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 Q -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52A -52.0 -51.6 -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60,2 -59.5 455ft 55 ft 5 a+52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1-58.2 -56.8 -558 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71,8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 Q 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.01 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WA LL ZONE FIGURES IS RI Ay o REMARKS DRWN CHKD DATE INR ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING a O 0 0 m� m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRESS° \ A� m REV 2014 FBC DGM TSB 06/10/15 lb( a, � q _ _ _ ASCE 7-10, CHAPTER 30 conoonnTeorrrce, w �m z 160 SW 12th AVENUE, SUITE 106 �, z t-. - DESIGN LOADS FOR COMPONENTS&CLADDING y 0 0 z z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m p THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z p AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT o fO RTNCONSEi0FFVGERIGEXPRESSALTRT0N5, E:HEO@ENINEERINGXESS.COMADDmONS,OROTHERMARKINGSTomISDOCUrWARENOT AJ C 10 P d -p ® PERMNTTED ANO INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM in `lLda Building Code Online t 4,4 m BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Business . Professional pUSEP b�User Approval r r�iiC:a �:odai Mt Tlu>Prodocl or Anolica ion„SSenrch>Actulicauwl List>Application Detail FL# FL15210-115 Application Type Revision Code Version 2014 Application Status Approved i Comments Archtved Q � ➢� F+ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. r y , LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969 9773 Ext 18 scottiohnson@plastproinc.com �r r Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ti ronoconneli@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies yrs i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional x Engineer ft Evaluation Report-Hardcopy Received Lyndon F.Schmidt,P.E. Florida Engineer or Architect Name who developed the L , 9 P Y t l Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date •• ••• V/3a1/2018 • • •• Validated By Ity�a].ICInII, . " • • lLI WaMdallonsChecklist•Hardcopy Received Certificate of Independence FL15210 RS COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) • •e Standard• • • •• Year 000 • *ASTM 0929 • • 1996 ASTM D2843 1999 000 0 r r4S=M 463 •• • • 1998 Go* i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d[6/29/2015 3:06:50 PM] Florida Building Code Online t ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Eauivalencv Of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 ,,summary of Products (FL lNodel,Number or Name Description j- - -- -- - 15210.1 ta.Smooth/Wood Grain/White Wood A 16'8"Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass I Configuration) Door _. ---. -- -- --- -- ------ 'Limits of Use L IInstallation Instructions Approved for use in HVHZ:Yes FL15210 RS II Inst 15210.1.�df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes j Created by Independent Third Party:Yes i Design Pressure:N/A jEvaluation Reports j Other:See INST 15210.1 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.1.adf j limitations,installation instructions and product particulars. Created by Independent Third PartyYes 115210.2 lb.Smooth/Wood Grain/White Wood 6'8"Impact'Opaque Fiberglass Single Door with Sldelite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass I Inswing/Outswing(OX or XO,OXO-Configurations) Door _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI 15210 R5 H Inst 15210.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any additional use i FL15210 R5 AE Eva[15210,2.odf limitations,Installation Instructions and product particulars. 1 Created by Independent Third Party:Yes 15210.3 ^c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass I Inswing/Outswing(XX;OXXO-Configurations) Door jLimits of Use Installation Instructions Approved for use in HVHZ.Yes FL15210 R5 II Intit 15-110,3,pclt I Approved for use outside HVHZ:Yes j Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any additional use ELI R5 AE Eva[15210.3.ndf limitations installation instructions and product particulars. Created by Inde endent Third Party:Yes 15210.4 d Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door --_- _— ___-_ 1I units of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R5 tI Inst 15210.4.odf j Approved for use outside HVHZ:Yes •• 000 • • • Verified Bw iLyndon F.Schmidt,P.E.43409 Impact Resistant:Yes •• �i Cteatd;y Independent Third Party:Yes Design Pressure:N/A • •• • • • •'Em3kptioib Reports Other:See INST 15210.4 for Design Pressure RaUrvi'a"CddRi%r0I AS•j 4 AE Eval 15210.4.odf limitations,installation Instructions and product particulars. Crdependent Thtrd Party:Yes !e.SmooEH7Wooa Gral-nMlte w000 b15"impact" aze erg ass Single Door with Sidelite or 910elites-- Grain/Rustic/MahoganY,§eites O Figergl%sl•1 Inswing/Ou.wing(OX or XO)0X0-Configurations) _ Door • • • • • •: • • Limits of Use - •• • • •• • jIr�st�laponstructions Approved for use In HVHZ:Yes • •• • • •'FL15i106 RS ,,.Inst 15210.5.odf Approved for use outside HVHZ:Yes ••• • •• • ;VerifieE By:L9ndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A jEvaivation Reports Other:See INST 15210.5 for Design Pressure Raifa*,any additiorial 4se•kFj1S210 R� AE Eval 1 5?10.S.udi limitations,Installation Instructions and product palliculaft. • • • •Created by independent Thlyd Party Yes 0"o -- --- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fnQBUw%3d%3d[6/29/2015 3:06:50 PM] Florida Building Code Online r _----------- ______._.__ ------ 15210.6 _._15210.6 f.Smooth/Wood Grain/White Wood 16'8"Impact"Glazed Fiberglass Double Door with or without Sidelltes- Grain/Rustic/Mahogany Series O Fiberglass I Inswing/Outswing(XX;OXXO-Configurations) Door - - - - — _� J --- -- --� -- — --- --.__.._ -- Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL15210 R5 Il Inst 15210 6 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any additional use FL15210 R5 AE Eva)15210 6.L)df .i limitations,installation Instructions and product particulars. Created by Independent Third PartyYes _. _. - ------ - - --- --- --- 15210.7 g.Smooth/Wood Grain/White Wood T8'0"Impact"Glazed Fiberglass Single Door-Outswing(X-Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 it Inst 15210J.odf j Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A ;Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.7.odf limitations,Installation instructions and product particulars. I Created by Independent Third Party:Yes 15210.8 h.Smooth/Wood Graln/White Wood (8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Sidelltes- Grain/Rustic/Mahogany Series 0 Fiberglass I Outswing(OX or X0;OXO-Configurations) Door Limits of Use {Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.8.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes j Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any additional use EL15210 R5 AE Eval 15210.8.odf limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 115210.9 I.Smooth/Wood Grain/White Wood 18'0"Impact"Glazed Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(XX;OXXO-Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes EL15210 RS II Tnst 15210.9.0df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A ;Evaluation Reports Other See INST 15210.9 for Design Pressure Ratings,any additional use I FL15210 R5 AE Eval 15210 9 odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes .. ---- —_=_------ 45210.10 --- ------ - 15210.10 - ---_____— - �l ;].Smooth/Wood Grain/White Woad 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X-Configuration) Grain/Rustic/Mahogany Series 0 Fiberglass Door ;Limits of Use �Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A iEvaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any additional use i FL15210 R5 AE Eval 15210.10.odf limitations,installation instructions and product particulars. ;Created by Independent Third Party:Yes 115210.11 Ik.Smooth/Wood Grain/White Wood 18'0"Impact"Opaque Fiberglass Single Door with Sidelite or Sidelltes- Grain/Rustic/Mahogany Series 0 Fiberglass 1 Outswing(OX or X0;0X0-Configurations) Door Limits of Use ___- Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.11.odf - Approved for use outside HVHZ:Yes i Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A lEvaluation Reports Other:See INST 15210.11 for Design Pressure Ratings,any additional use 1 FL15210 R5 AE Eval 15210.11.odf limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15210.12 - I.Smooth/Wood Grain/White Wood 18'0"Impact"Opaque Fiberglass Double Door with or without Sidelltes- { i Grain/Rustic/Mahogany Series O Fiberglass Outswing(XX;OXXO-Configurations) ( Door - l.------------- -- -- --- -- -- ---- --- imits of Use Installation Instructions Approved for use In HVHZ:Yes EU5210 R5 Il Inst 15210.12.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes {Design Pressure:N/A lEvaluation Reports Other:See INST 15210.12 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.12.odf 1 limitations,Installation Instructions and product pariikula_s.. Created by Independent Third PartyYes 15210.13 m.Smooth/Wood G=ain/WhiteVo1% Ilrnpatt"Opaque Fiberglass Single Door with Surface Bolts-Outswing Grain/Rustic/Mahogapy Serl@%O 6154gli;s:11 i{on%pration) _ _-......__ t_Door - --- -a••�s�--�••i�� • • •_ ..... _. _.. Limits of Usemeta Ia on Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210 l ,.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes • ••• • •••1 Createli by IrWspendent Third Party:Yes Design Pressure:N/A • i i ••iEvaI jati§n Rjports Other See INST 15210 13 for Design Pressure%:ting3 anyraddllfdhaNuse Fa15*14 R5•1E Eva]15210 13.odf limitations installation Instructions and produ%t4p&rtic4K • • • CreaTe by I 1pendent Third Party:Yes 15210.14 n.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Bolts on Active Grain/Rustic/Mahogany Series 0 Fiberglass Door panel-Outswing(XX-Configuration) {Door Limits of Use • • • ••• �nstt:llatio tInstructions • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2finQBUw%3d%3d[6/29/2015 3:06:50 PM] FloridaFBuilding Code Online i Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.2df Approved for use outside HVHZ:Yes Verlfled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports j Other:See INST 15210.14 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210.14.odf limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15210.15 o.Smooth/Wood Grain/White Wood 18'0"Impact"Glazed Fiberglass Single Door utilizing the WINDSERr"an { Grain/Rustic/Mahogany Series 0 Fiberglass operational window insert-Outswing(X-Conflguration) Door — Limits of Use -� - - ---- - -- --------- —.. - --- -- — Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 iI Insr 15210 15 odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any additional use FL15210 R5 AE Eval 15210 7 5.odf limitations,installation Instructions and product particulars. j Created by Independent Third Party:Yes Contact Us::1940 North Monme Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 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: 5l'CUr:tY'.i r_I 3at ' a a •• ••• • • • • • •• •• • • •• • • • • • • •• ♦ • • • • •• • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d[6/29/2015 3:06:50 PM] R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt,P.E.do 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 in the accompanying Florida Product Approval. Lyndon F. Schmidt,P.E. FL No.43409 April 1,2015 . .. . . . . ... . Soo 669 see .. ... .. . . . .. . .. . . . . . .• WkAdmin Docs\FBC Templates\Certificate of Independeneo.do o 0 0 0 •'eghcst 1 oW • • • • • • • • • • • % •• • • • •• •• ••• 0 0 0 ••• • • R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Boa 230 Valrieo,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23, 2015 To Whom It May Concern: FL-15210 Equivalency of Standards ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that ASTM D 635-98 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5`"Edition (2014) Florida Building Code. ASTM E 8405 Equivalent to ASTM E 8409 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc.that ASTM E 84-05 is equivalent to ASTM E 84-09, which is the reference standard and year that has been adopted by the 5" Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants, Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 511' Edition(2014)Florida Building Code. Lyndon F. Schmidt, P.E. "' ' • FL No. 43409 •• ••• :.;•• . . .. CA No. 9813 Gee 000 •••. ......... .. . . . . . .. . •• . . . . . . . . . . . .. .. . . . .. .. plastpro 5200 W. CENTURY BLVD. 37.50"MAX.OVERALL � g•., •��. �s,�"' LOS ANGELES, CA 90045 FRAME WIDTH ............••• •••••• H 1it11 o Smooth / Wood Grain / White Wood Grain o z Rustic /Mahoganyj > E. �a` W Eza 16 Series O Fiberglass Door �� � �� m a a T INSWING/ours WING oz �t ui 'IMPACT' (� Za GENERAL NOTES z 3 v3 2 w 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code z0 w z (FBC)structural requirements including the"High Velocity Hurricane Zane"(HVHZ). z o z 2. Produci.MhorsShall be as listed and spaced as shown on details.Anchor embedment to base materia W o ••••i shall be�beyonnd wall dres:ngp1s!Wco. :�m 81 ••o8o•When used n A%:"HVH7'tjifs product complies with Section 1626 of the Florida Building Code and does n J625 •• require an rpact resistor:jcLen o o •�4�•When�edjrTdrgas ou'de*&TO QHVHZ"requiring wind bome debris protection this product complies with a a ••�••Section 16(19.1 rP of the 20"R @rad does not require on impact resistant covering.This product meets �orm •••••missle le)A"D"gpd includeA VV Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. `o_ •••5•;For 2x stut conIt4uction,antflbfit of these units shall be the same as that shown for 2x buck masonry •constructidli. •••••• • o N •• 6.•Site COIR l ions that deviate from the details of this drawing require further engineering analysis by a licensed z • w o _....- ••••engineer or registered art1'rtv"• m • • N W 7. Outswingcont*gurations meet water infiltration requirements for"HVH7'. All other configurations do not o meet the water infiltration requirements for the"HVH7'and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of a a canopy or overhang to sill is less than 45 degrees. Z u TABLE OF CONTENTS 8 MAX DESIGN PRESSURE(PSF) a` SHEETS DESCRIPTION SWING FRAME 5 1 Typical elevation,design pressures,&general notes DIMENSION POSITIVE NEGATIVE \a 2 Door panel detailsn _ z 3 Lite frame details and glaang details37.50" z q INSWING x +75.0 -75.0oronacrosssecn 2/16 12 i 5 Vertical cross sections -- 82.00" scar: N.T.S. 9 6 3 point lock details 37.50" Dwc.W JK m 0 7 3-point lock details _ _ OUTSWING x +75.0 -75.0 CHK.BY: LFS 3 8 Buck and frame anchoring 81.13" ow mKc m.: 9 Components FL-15210.4 ro 10 Bill of matedals See sheets 2&3 for hardware and lite frame design pressure limitations N SHEt 1 or 10 0 ,%% t .. 07 2.8' * �{ � EXTERIOR Gt G2 — 0.41, TOP RAIL `��.� �' m 0.4" l f `(COMP.) y�r m o. INTERIOR ��141 Iiq�� z N m z CAP(PVC) CAP(PVC) « HINGE STILE(LVL) LATCH STILE(LVL) E z o 0 �1 HORIZONTAL CROSS SECTION N e o 9 d o a e° \ 4. N c m �C o ILd o o ^K' qq v v J S. v ve: 35.75"DOOR HARDWARE TABLE o Q LL MAX:DESIGN c m • •• § • • • MANUFACTURER MODEL WIDTH PRESSUREJ w • • ••• • • •• KNOB: SIGNATURE SERIES Gl 10 KWIKS �•••••• $ • • • y •• Er DEADBOLT: SIGNATURE SERIES(980) ±75 G2 S W a • •••• am � B•:••• -- -IN • • SCHLAGE KNOB: °F'SERIES(P51) ±75 • • • DEADBOLT: °B'SERIES(B60/62) o F • o IN••• • • PAMEX : FL3B SERIES• LEVER + IEXTERIOR INTERIOR a s a ••• • i d i • Y DEADSOLT: FD7 SERIES 75 4 • Tr U - --- --- ----- --- m so$ ••• • • • • O HOPPE MULTIPOINT LOCK: 3-POIW TONGUE ±50 g 3 •• • 16 W R P MULTI-POW LOCK: TRILENNIUM"3000'SERIES +75 0 N 4 co, so I• X so v, • O • See sheets 6 and 7 for multi-point lock details. '<3 w c •••l • • ` ` N • • • SEE HARDWARE x FlBERGLASS SKIN TABLE 10.125'MIN.THK.) °' a a % o K FOAM CORE i SEE HARDWARE (POLYURETHANE- .•a m $ TABLE 1.9 PCF MIN.) a rnQ � 72 a _T M O m z N ' O O Z ju BOTTOM RAIL DATe 02/16/12 z z (COMP.) SME: N.T.S. D a M.BY: JK m DOOR PANELCHK.BY: LFS � � VERMAL CROSS SECTION Z DRAWD76 NO, N a FL-15210.4 0 N SHEET_,L DF L(] V 24.22'MAX. .``.0: ••••. FRAME WIDTH Q; �L i in 20. MAX. 12 3 5/8 GLASS BITE n n D.L.O..WIDTH 13 12 z° �•' �� dm I"OVERALL GLASS THK. %V'• •�!� � u�,� V 1IT ANNEALED GLASS c°D 1.86" 1.86" �11 *1.. ....... > W O 0.090"SAFLEX®PVB �!!h �I�p�Oo n 10 0 - - INTERLAYER `^ U N d 1/8"ANNEALED GLASS \ E, z mcdi o _ AIR SPACE v 9 0`o a 3a = 5 __�_ 1/8"TEMPERED GLASS \ 4 N a m d a o ) ALUMINUM SPACER 3 EXi FRAME 4 INi.FRAME \v` E o z 40 5 12 p INT. gra Gl GIAZiNG DETAIL o o •• Zp oZ LL • • �•• p� W S000 • ••JJ • UTE FRAME TABLE g w w s91 •••• (T� ����I • MANUFACTURER PRESSURE GN a c- o z • QaL LITE FRAME:•i••i ¢ ODL 75 o ••••s •PRAME WIDTH ••••• RSL 6O 7 m •�.ZSiMAX. •••• E D.L.O.WIDTH • • • • •• f••• g ••• • ••• •••�• EXT. N _ •• •••• 1/2"GLASS BITE w o o ••••• • •• 2• 1-1/4"OVERALL THK.GLASS 15 N o ••• 1/8"ANNEALED GLASS 13 13 o Of = = o.o90"sAFLE0PVB w 0-1 vINTERLAYER 1.59" i d (TYP-) 1/8°ANNEALED GLASS- m $' O 1.06" W a a ^ AIR SPACE P' _ o o o 1/IT'TEMPEREDGLASS i w Pn 1/2 NON GROOVESWIGGLE ° z w/DELCHEM#80POLYSULFIDE 17 } DATE:02/16/12 °z_ 1/6 BACKFlLL 16 6 1'� SCALE: N.T.S. 105 n DWG.BY: ,JK m - INT. EXi FRAMEIM:FRAME SCREW CAP 3 0 4" G2 GLAZING DETAIL 15 16 17 CNK.BY: LFS O. 1"P) DRAWING NO.: /ryN RSL WE FRAME FL-15210.4 0 N SHEEP_L OF 1O s' \\,���1 1 2 EMB.ITYP. �� ;��•` W 5 5 ,�. X11 a A G Cal d 2 1 n `� 41 \Y• U V N .z o 0 •Z� INTERIOR ° ° KZ 9 oa X ° \� � •° mar maa� ® 2 7 ° ° e `Z 0 4 o O 4 I cLj 0 3`d a 3 4 1z O U O N g • • • ° ° ° O V) U • ••• • • •• OlD: IM U • •• ' ' • EXTERIOR H •••s•• E ' 4 P 27 am •• �e: 2 1 3 4 5 EMB.FYP.) o 0 ° o ••••• • �• • B • 5 5 5 2 1 _ • •d • C HORIZONTAL CROSS SECTION p a a ••••• •••• •• •• 4 wnw/1Xsub-buck IS' B I O1 ' O.1S' C'SINK C o O • • • �I I_—C'SINK (TYP.) Otto: U .. d• .• (1YP.) ° 1 m • • • L ° o ,&. .••. •��• • � INTERIOR N ° •• • / • •..•• • INTERIOR ° ° d z _ w o a •.•• • • • 7I 404:see: Ln f d40 W ° O e 1 ° W V ° ° z �Z v DATE:02/16/12 z A 11 9 EXTERIOR EXTERIOR 27 SCALE N.T.S. 9 ° —- -- E DM.BY, JK m o CNK.er: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECflON 1-1/4"MIN. 4 Outswing shown-inswing 4 Outswing shown-inswing DaAwwc No.: N EMB.(Tl P.) also approved also approved FL-15210.4 SNEEf 4 of 10 N K ° E a ° z a A �J f ��1411* n`1411* 11% o n m z° d.Sm ��. U N Z E z� a — ` 40 G 1 2 �~ (0 aa.a`.. 7 b4 . CZ Ne a +?a EXTERIOR INTERIOR Cn 7 1 2 EXTERIOR INT IOR 0 •' O U EX=ERIINTERIORNN �21 VERTICAL CROSS SECTION i•i • 5 Shown w/1 X sub-buck } �+ ego*: � 1���VERi�AL IQSS SEC710N a g m '• • •✓OutswinR shown•inswing QQ W J ••••• •i• • • 8 40 0_�� U • • • — o • • •.•••• 29 p A •.•• •••••� •••••• 'm •:•• EXTJWOR. •••• INTERIOR E a ° EXTERIOR INTERIOR Y a • • • • • ° Poo m • • 40 e a ° d p •••••• 30 31 32 33 34 o z ••• ��VERTICAL CROSS SECTION W 0 • _ ....•• $ Shown w/ADA threshold � � � s 38 0 a / � _i ° nm E W z G 'O ° ° ° ° ° ° e ° M 0 G e ° e m d ° ° ° ° e ° ^ Z FZ a Z U a ° ° DATE:02116112 i a zscuE: N.T.S. VERTICAL CROSS SECTION $ Oulswng confirgurafion VERTICAL CROSS SECTION DAG.er: JK m 0 5 inswing configuration CHK.BY: LFS s DRAWING NO.: � s FL-15210.4 w � o sHEEr 5 OF i 0 N V N) C o -,t,��nnf 411 zo O N Z 0 0 h Ern 9 m 0 O "a m a D.T8 _ ( 21 BUCK 5$ 5 Z Pl n E 0 v° 0 0 I X BUCK H A ��a 0 gJ Q 0 uv 23 • •• zo rn • • • ON Y ' • • • • • •• 2.1T C.] o ••••• _ • • • Ci- • • • • 25 0000• *Too*: • • 2X BUCK $$ a m E o CL •• • • • IX BUCK H o • j• MU •••e•• YZ HOPPE Lfl- TCKSET •• o A•••••• :O••• m •• • 3-Poinf'TonguePOINLOo • a a c 0000• •• 00.0• • �••••• • • B•••• '4q 'm • • • m • 2X BUCK 5$ •••ias 0000 • • 1 • ••••• 1 X BUCK H t 2$ a •••• 0000 0 •00• ® N z • , • cn s 0000 • • � w o • • o = D in ••••moi • a o 0 0- LL x STRIKEJAMS z O °D o z $ w z \a h 'o M o �� o U ZQ OATE:01/16112 z bo ® SCALE: N.7.S. 9 DWG.BY: JK m o CHK.BY: LFS 3 & MULTI-POINT STRIKE PLATE S ULiCH AND DEADIOIi STRIKE PLATE DRAMN0 NO.: d. MANUAL RAISED TONGUE GEAR SYSTEM ronguesystem FL-15210.4 N USHEET 6 OF 10 In, , zomo O M 2 Uod•; .SIS v O x z, Uw 9�coa C; V N m aaI 8 c° oZ 0 O -Vi b 0 • 4 a . • � Y O a • • o � •••.•• � � 0 dW W ,• ••.• • • • • On ao l7 • • ••.••• j O M O 0 F- • • • . • a a NP • • • • • �s •..i • •• •.•• I _ • ••.• • •• W O Z > • • • W O • V N O of H O 0 a 2X BUCK i o � 1X BUCK �{ �w i Q m F o o Z Z U a oaTE:02�16�12 i SCALE: N.T.S. ° m.BY., JK m e W&F Tnlennium 3000 SERIES STRIKE JAMB DETAIL CHK.BY: LFS 3 3 pt.Lock DRAWING NO.: N FL-15210.4 0 SHEET 7 OF 10 N V K 4 \\\ ; y m (TYP.) m 10 (TYP.J _ ; J=a W � * ` M "fill i SEE HINGE L 2X BUCK o N•:z D TYP.HEAD DETAIL(IYP.) NE &JAMBS o (�` 1 X BUCK N g ° TYP.HEAD c 9 o Lo a MASONRY b MASONRY &JAMBS Tri LL a m'a`a OPENING OPENING a z° FRAME z a: O U 0 2X BYCK • + F^O ;z o a • • o c0 • ••• • • •• .— 01 2XBUCK o_in • • � 5. v, �•••• •�••• • • oo m IL cm a ag7 • • • • ••••• • •• •• ( ADA SILL 0 a m • • • • ONLY a a 'ogo ••:•• •J•• •••••• Y} CD • •••• oo • ° a a 3 •••• ••••a ° ° •• ° a•••di'•• _ • N LL • > •••• i BYGtK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB o � 1 :*696 • • • Masonry construction L CONCRETE ANCHOR NOTES: w S 1.Concrete anchorlocations at the comers may be adjusted to maintain the min. o $ edge distance to mortar jotnis. 1 X BUCK HJSHEET a a 2 Concrete anchcrlocafions noted as MAX.ON CENTErmust be adjusted to : u maintain ft min.edge cWance to mortar jotnts,adoliflonai concrete anctxrs 2X BUCK 9 'n 0 may be requbed to erwae the MAX ON CENTER`dfinerdon ale not exceeded. 28 H I X BUCK LH a 3.Concrete anchor table: 1tHMIN.CLEARANCE MIN.CLEARANCE ANCHOR ANCHOR MIN. TO MASONRY r0 ADJACENT 2X BUCK 58 58 BUCK M m F TYPE SIZE EMBEDMEM EDGE ANCHOR 11z owra croN® t/4• 1-t/4• r a• 1x BUCK M D 58 2X BUCK 0211 b/t2 zELCovst-t/4ra^ 27N.r.s.ULTRACON IXBUCK .er: JK m HINGE DETAILK.BY: LFSInswingAW NG NO.:WOOD scREw 1NsraJAnoN NOTES: LATCH&DEADLtOLi DETAIL FL-15210.4 Maintain a Mnhnum 5/B'edge dWanco,1°end dbYance,&I'o.c.spacing of o wood scram to prevent the spRft of Wood. ET 8 OF 1� N B 00,1111.1111 ... 4.56" :�Qm 4.6" 4.56" . `g n . _ II ''''�llllll•ll'11 a M m Z U N C ,f WING THRESHOLD I ��LUTSWING THRESHOLD POLY FIBER JAMB a 8 r g °c w o DLP(gOSRJ (jColumbia High Dom(581) Plastpro a N e 9 d=a � mda� A -- {� F— 4.56"—IE� o Z 4.68io a F !---2.36"--►I- 2.T'� � m • • • w 3 ••••® ••„� W�G iHRES1iQ{D /��\OU►SWING THRESHOLD WOOD JAMB z • �fDe(GOSH)••• � Cdumbla—(5 5)p �— ��m IL 15 ��•••• • • • • ami 00 0 • • • a a o • •• o ••• 5.63" in a 2.088" •••• - 0.57' o N • •••• z s •••• UISWING►TNKSHOLO �ZINSWIMG THRESHOLD WEATHERSTRIP g •• dura(Z-Seri s) Columda Endura Farce 5 ��DOOR BOTTOM SWEEP o U) • • n w o � o Q n d 5.625' 4'56" 8 t v w m 11 z o ® T 4.56" a DA h 02/16/12 z SML N.T.S. ° 36 INSWING THRESHOLD 37 INSWING THRESHOLD 29 ADA THRESHOLD DWG.BY: JK m' Q Endura(Z-Series) DLP USCS) DLP CHK.9Y: LFS 3 a DRAWING NO.: � FL-15210.4 N p SHEET__L OF 1O el 0 BILL OF MATERIALS nEM• DESCRIPTION MATERIAL ••• :$f v M _Z �n A IX BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE STEEL ''',�I... T I I•.. `` Z>�° D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI Y $ .;Z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 0 0 G 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E Z z x z cw H 3116'x 3-1/47 PFH ITW CONCRETE SCREW STEEL a 'm a ao a. a. 16 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v L #8 X 2-1/7'PFH WOOD SCREW STEEL `0 Z M #8 X 1-1/7'PFH WOOD SCREW STEEL ' ra 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM, ~ 5 #7419 X 1,$,(4"PPH SELF-DRILLING SMS STEEL ?o •6 #1 3/'rPPH WO D SCREW STEEL 0 V)J **4 • •07 WEATHERSTRIP • • • FOAM m nes 8 DQ M SWEEP-0 • VINYL g W N o •• •9 4"X r BUTT}TINGE • • STEEL a m m • 11 #9 X 3i4"PFH WOO STEEL o S•••••J 2 NQN ST U TURAL SEA SILICONE o c •• 13 STRUOiURAiISWCINF•( 101 ) SILICONE a a �• • 15 EXT. (BY ROY NGS) PVC x} t '• 6 I %WME•(BY ROYA*MOYLDINGS) PVC •17 SCREW ZIA9 (BY RO DINGS) PVC m ---•22 3 POI T"TONGUE' TI-POINT LOCKSET(Mfg.BY HOPPE) STEEL '` ,..23 MULTI-POINT STRIKE P GUE SYSTEM) STEEL - 25 IATQ DEADB LATE(TONGUE SYSTEM) STEEL N • 27 LAT R STRIKE PLATE• •• STEEL o 0 •• 028DEADBOLTCTRIKE P TESEC mr) STEEL n 29 ADA THRESPOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD a a 33 OUTSWING THRESHOLD ALUM/COMP 8 34 OUTSWING THRESHOLD ALUM/WOOD i 36 INSWING THRESHOLD ALUM/COMP ° a 37 INSWING THRESHOLD ALUM/WOOD € 38 INSWING THRESHOLD ALUM/COMP Z D a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILSZ ° DATE:02/16/12 55 #10 X 1-1/7'PFH SCREW STEEL scALFN.T.S. ° 57 BACKING PLATE STEEL DM.BY, JK m a 58 1#8 X 7'PFH WS STEEL CHK.W: LFS 3 e 60 MULTI-POINT STRIKE PLATE STEEL DRAWING NO.: � 62 LOCK ASSEMBLY STEEL FL-15210.4 N n o a SHEET 10 OF 10 O e . R W R W Building Consultants, Inc. B Consulting and Engineering Services I'm the Building Indusm, C P.O.Box 230 Valrico,FL 33595 Phone 813.659,9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Eli= I / Product Sub Category Manufacturer Product Name —Category Swinging Plastpro,inc. Smooth/Wood Grain/White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.959.9773 Inswin /Outswin -"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E. (System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile levet"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.4 require further engineering analysis by a licensed engineer or registered architect. 7. Qutswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company) 13-0114.05 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15210.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance •• 000 • • • • • •• • •• • • • • ••• • so see 'ies 000 • • • • • • • • • •• • • + �. •0. Lyndon F.Schmidt,P.E. FL PE No.43409 4/24/2015 ..• $deet toof•l • ••+ • • • •• •• • • • ••• •• ••• • • • ••• • Page 1 of 5 No. 6322-321026 SPECIAL SERVICES CUSTOMER INVOICE _ _ _ _ _ _ _ __ _______________, Store 6322 N MIAMVBISCAYNE Phone:(305)981-2959 12055 BISCAYNE BLVD Salesperson:JXJ263 MIAMI, FL 33181 Reviewer: ^' Ham Phone REPRINT PINE MARIKA (305)807-7218 Add'• 90 NE 104TH ST Work Phone ' company Nmne My MIAMI SHORES lob Oe wOOn JELDWEN DOORS ' 12015-10-0111:19 Seo FL ZIP 33138 c=ty MIAMIDADE the MRC HAN D I S E AN D SERVICE SUMMARY sold toc stomer ht to lim E it�e quantities of merchandise REF# 102 STOCK MERCHANDISE TO BE DELIVERED T. R05 0000-155-400 6.00 EA 1X6-8FT PT WEATHERSHIELD A o .47 32.82 R06 0000-225-556 48.00 LF 11/16 X3-1/4 PFJ LWM445 CASING 1.15 $55.20 SIO-MDSE TO BE DELIVERED OMNI REF#S01 ESTIMATED ARRIV 10/28/2015 P O.#22513675 S0101 0000-743-573 1.00 EA NA/37.5X80.5 FIBERGLASS SINGLE DOOR UNIT LE/37. A N $977.08 $977.08 FIBERGLASS SINGLE DOOR UNIT LEFT OUTSWING S0102 0000-743-573 1.00 EA NA/(CONTINUED)/37.5X80.5 FIBERGLASS SID UNIT LEFT A N $0.00 $0.00 OUTSWING S0103 0000-743-573 1.00 EA NA/31.5X80.5 FIBERGLASS SINGL IT LE/31.5X80.5 A N $1,13Q. •• $1„1Q��5 FIBERGLASS SINGLE DOOR U XTSWING S0104 0000-743-573 1.00 EA NA/(CONTINUED)/_31 GLASS SINGLE DOOR UNIT LEFT A N •• •. $0 a..$peo OUTSWING •••• o • 2.1W.45 DELIVERY INFORMATION: DELIVERY DATE:INS LL SCHEDULE -sees- 00"' INSTALLER WILL DELIVER MDSE TO: SIT N LLATION#102 AT TIME OF INSTALLATION. 00:00:a::* s e• 0 9 0 0:• . . . .. .. .. . ...... NOTE: UPON RECEIPT OF ALL SIO M C E-INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL ...... 0• DATE. . . Check your current order status online at v wnr.homed9W.comlorderstatus Page 1 of 5 No. 6322-321026 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: PINE Page 2 of 5 NO. 6322-321026 INSTALLATION #1 REF# 102 ESTIMATED INSTALL BEGIN DATE: 09/30/2015 ESTIMATED INSTALL END DATE: 10/30/2015 MERCHANDISE TO BE INSTALLED: REF# SKU OTY UM DESCRIPTION R05 0000-155400 6.00 EA 1X6-8FT PT WEATHERSHIELD R06 0000-225-556 48.00 LF 11/16 X3-1/4 PFJ LWM445 CASING S0101 0000-743-573 1.00 EA 37.5X80.5 FIBERGLASS SINGLE DOOR UNIT LE S0102 0000-743-573 1.00SEA ONTINUED S0103 0000-743-573 1.001.5X80.5 FIBERGLASS SINGLE DOOR UNIT LE S0104 0000-743-573 1.00ONTINUED BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION I CITY I UM ITAXI PRICE EACH I EXTENSION 11 1 MULTI DOOR DISC-EXTERIOR DOOR UP TO 36X96/ 1 1.001 EAJ N 1 $240.001 $240.00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION OTY UM TAX PRICE EACH EXTENSION 1 IMPACT 2.00 PA N $90.00 $180.00 2 STUCCO 2.00 PA N $145.00 $290.00 3 CUT STUCCO FOR BUCK PREPARATION 2.00 PA N $15Q.00 $300.00 4 1PREFINISH 2.00 PAI N $120b " $2 INSTALLATION SITE NAME:I PINE MARIKA INSTALL LABOR EHARGiE: • $1 54-.b0 ADDRESS: 90 NE 104TH ST 111F CHARGV: 0 ••$O.UO CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPO�I'T SURE: :0$QA COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N ® $1,491,Q0 PHONE: 305 807-7218 ALTERNATE PHONE: 305 807-7218 •••••• •••• 09:000 00 INSTALLER SPECIAL INSTRUCTIONS: CUSTOMER WILL HAUL AWAY DOORS, FL#15210.4 " '• •• 0000•• BASIC INSTALLATION LABOR INCLUDES: :09:6: 0 00 t°•" O HUED NEKT PAd •V&`0 0 0 0 0 . . 0. 0 000 . 0 'Page 2 of 5 NO. 6322-321026 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: PINE Page 3 of 5 No. 6322-321026 INSTALLATION #1 (Continued) REF#102 *PRE-INSTALLATION JOBSITE INSPECTION OF THE NEW DOOR WHEN THE CASING/TRIM IS THE SAME SIZE OR *DELIVERY WITHIN 30 MILE RADIUS OF STORE WIDER(CUSTOMER PROVIDES) REMOVAL OF EXISTING DOOR UNIT *INCLUDE NON-COLORED STUCCO PATCH TO REPAIR MINOR CHIPS *INSTALL NEW SLAB OR PRE-HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR(FOR LARGER *INSTALLER TO PROVIDE NECESSARY FASTENERS,SHIMS AND STUCCO REPAIR,SEE OPTIONS) CAULKING 'PRE-HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS *INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF WITH SIDELIGHTS APPLICABLE)ON NEW DOOR(CUSTOMER PROVIDES) 'FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION 'ADJUST DOOR TO ENSURE PROPER OPERATION *FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON 'DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR INSTALL NEW INTERIOR CASING AND EXTERIOR TRIMBRICKMOLD UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL MORTISE LOCKS ON WOOD DOORS(CUSTOMER PROVIDES) INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING REPAIR CARPENTRY TO EXISTING OPENING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT PLASTER,DRYWALL OR SIDING WORK ELECTRICAL WORK STUCCO PATCH GREATER THAN 4',PAINT AND STAINING WORK ON SUNDAYS OR HOLIDAYS INSTALL ALL AMERICAN DOORS INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT SPECIAL NOTES: `IF YOU HAVE AN ALARM SYSTEM,YOU MUST HAVE IT `ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO DISCONNECTED BEFORE THE INSTALLATION BEGINS.ALSO,IT COMPLETE THE JOB AND/OR BRING THE INSTALL INJO COM tMANOL• 000000 WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. WITH LOCAL AND/OR STATE CODES • • • • •ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA *IF UNFORESEEN LABOR IS NEEDED TO REPAQ D"GE FRgq YVTER, ••••i• 'IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES,ELECTRICAL OR PLUMBING PROBLg4jTkiERE IS AN JADDED *THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOT BE AVAILABLE FROMJJWE DEPO=.SO THE ;••••0 BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR OWN CONTRA&CP.T.d MAKE:'Ht.P.E!PAIRS.••••• PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE 'CANCELLING APPOINTMENTS WITH INSTALLERS Q&MISSING••• 00000 RESPONSIBILITY OF THE CUSTOMER. SCHEDULED APPOINTMENTS MAY LEAD TO AD®ITJGNAL CHAF0I}S: •••••• `AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE *REFER TO PRODUCT MANUAL FOR SPECIFIOPWARRANTY AND • • CON'T'INUED PAt3L+'�•- • .. • ••• • 'Page 3 of 5 NO. 6322-321026 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE-Continued Last Name: PINE Page 4 of 5 NO. 6322-321026 INSTALLATION #1 (Continued) REF#102 DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE MAINTENANCE INFORMATION. INSPECTION(WHEN APPLICABLE),DELIVERY AND INSTALLATION *THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR *ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED PROFESSIONAL OPINION IT SEEMS UNSAFE,IN VIOLATION OF STATE FROM THE WORK AREA PRIOR TO INSTALLATION OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS *CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA END OF INSTALL INSTALLATION #2 REF# 104 ESTIMATED INSTALL BEGIN DATE: 09/30/2015 ESTIMATED INSTALL END DATE: 10/30/2015 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY I UM ITAXI PRICE EACH I EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 EA N $0.01 $0.01 -442 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY UMTAX PRICE EACH EXTENSION 7 1 PERMIT FEE/ 365.001 EAJ N 1 $1.00 $365.00 INSTALLATION SITE NAME:I PINE, MARIKA INSTALL LABOR CHARGE: $365.01 ADDRESS: 90 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.000 TAX: Merchandise- N LABOR- N • ® $365.01 PHONE: 305 807-7218 ALTERNATE PHONE: 305 807-7218 :00 % BASIC INSTALLATION LABOR INCLUDES: • *ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY OR INSTALLER.IF DELIVERED TO INSTALLER,.TKjW!jTALLEIkAI�6• • FEES,ENGINEERING,WIND LOAD CALCULATIONS,RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND&Wrs WITH CUSTQMER. • • POSTAGE AND ADMINISTRATIVE). *DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, • •• • •• ••••• • • PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE ••:••i •'•:'• ""' SPECIAL NOTES: •••••• —'l'cONTINUED GN NIrDCT PA6Ie-W-• .. • ••e Page 4 of 5 No. 6322-321026 Customer Copy SPE�IAL SERVICES CUSTOMER INVOICE-Continued Last Name: PINE Page 5 of 5 NO. 6322-321026 INSTALLATION #2 (Continued) REF#104 *CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT.ONCE IN FULL.NO REFUNDS ON PERMIT FEES AFTER 72 HRS.OF PAYMENT. THE PERMIT IS PAID FOR,WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY.CANCELLATIONS WITHIN 72 HRS.WILL BE REFUNDED END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES • • - • $4 057.66 Policy Id(PI): SALES TAX $0.00 A:90 DAYS DEFAULT POLICY............................................................................. TOTAL $4,057.66 BALANCE DUE $0.00 'The Home Depot reserves the right to limit/deny returns. Please see the return policy sign in stores for details.' END OF ORDER No.6322.321026 sees:* .. . ease • • • • ee4ee• •e64 •••sae • 466.0• • • • sees •• • • • • 06e04• see• sees• •• •• •• • ••6aa• • • • :..a:. • sees•• • e • • • • • •asses 00 0 • ,,Page 5 of 5 NO. 6322-321026 Customer Copy Vroperty Search Application- Miami-Dade County Page 1 of 1 WZ AP 0 0 ROPERTY APPRAISER FFICE - F THE P , Summary Report Generated On:9/30/2015 Property Information Folio: 11-2136-013-0860 ' Property Address: 90 NE 104 ST EVAN REID PINE Owner MARIKA E PINE e h' R - .. 90 NE 104 ST Mailing Address MIAMI SHORES,FL 33138 e Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths I Half 2/3/0 Floors 1 Living Units 1 A r Actual Area 2,129 Sq.Ft Living Area 1,989 Sq.Ft � r Adjusted Area 1,970 Sq.Ft Taxable Value Information Lot Size 12,951.9 Sq.Ft 2015 2014 2013 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $215,054 $212,951 $209,066 Land Value $230,107 $216,571 $122,862 School Board Building Value $137,112 $133,566 $133,566 Exemption Value $25,000 $25,000 $25,000 XF Value $2,573 $2,605 $2,638 Taxable Value $240,054 $237,951 $234,066 City Market Value $369,792 $352,742 $259,066 ,066 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $265,054 $262,951 $259 Taxable Value 1 $215,054 $212,951 $209,066 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,0001 $50,000 $50,000 Save Our Homes Assessment Taxable Value $215,054 $212,951 $209,066 Cap Reduction $104,738 $89,791 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Price ORBook- Qualification Description Prev Note:Not all benefits are applicable to all Taxable Values(i.e.County, Page School Board,City,Regional). 03/16/2012 $339,000 28039-0945 Qua[by exam of deed • 2008 and prior year sales;Qual by 04/01/2004 $395,000 22445-3004 exam of deed Short Legal Description •: •�: : : :+: �• MIAMI SHORES SEC 5158 t!t7 • • 00 08/01/1995 $120,000 16888-4332 2008 and prior year sales;Qual by LOTS 1 &2 BILK 123 exam of deed LOT SIZE 105.300 X+12 3• • • 96# +• 9:0 07/01/1984 $80,000 12205-0445 2008 and prior year sales;Qual by OR 16888-4332 0895 1 • • • • • • • exam of deed •• • • •• • • + • • COC 22445-3004 0.4,)04 • • • • • + •• The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade Countyassumes no liabili6y,aeei lhdisclaimeiand User Agreement at http://www.miamidade.gov/info/disclaimer.asp U • • • • • • • Version: • • • • • • • • • • http://www.miamidade.gov/propertysearch/ 9/30/2015