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WS-17-525 e ppe Miami Shores Village " Perms ))?# Indo� htrs 10050 N.E.2nd Avenue NWWerk 0assft �� r�Rep)l�! r1r [at Miami Shores,FL 33138-0000 hFN � Phone: (305)795-2204 COR'COr" �r � pate:3ftC20 T Expiration: 0 /03/2017 Project Address Parcel Number Applicant 9338 NW 2 Avenue 1131010150280 BRUCE BARBAREE Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell BRUCE BARBAREE 9338 NW 2 Avenue (561)855-4052 MIAMI FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 1,747.04 J&G CARPENTRY INC (561)333-5042 Total Sq Feet: 0 Type of Work:CHANGE OUT DOOR NO SIZE CHANGE Available Inspections: No of Openings:1 Inspection Type: Additional Info:CHANGE OUT DOOR NO SIZE CHANGE Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-3-17-63106 DBPR Fee $2.00 03/01/2017 Check#:24249 $50.00 $79.20 DCA Fee $2.00 Education Surcharge $0.40 03/07/2017 Check#:24360 $79.20 $0.00 Permit Fee $110.00 Scanning Fee $12.00 Technology Fee $1.60 Total: $129.20 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 ceri fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction 1n zo ' ottiermore,I authorize the above-named contractor to do the work stated. March 07, 2017 Aut rized Signature:Owner / Applicant / Contractor / Agent Date B l Department Copy March 07,2017 1 HoREs 5 C.1932 G Miami shores Village ` , Building Department 5..1: NJ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 LORIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Jo►W es ev/1:5 ualifier/Owner Signature Date Print Name AQPs Miami Shores Village Building� Department,. �,,, ,10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 !t INSPECTION UNE PHONE NUMBER:(30S)762-4949 FBC 201q BUILDING Master Permit No. VN S PERMIT APPLICATION Sub Permit No. 21B,"UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP 2 AiCONTRACTOR DRAWINGS ��]]32 JOB ADDRESS: `INib') � Ave ' _ City Miami Shores County' Miami Dade Zia:1. /SID Folio/Parce2W) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: -� OWNER:Name(Fee Simple Titleholder): �ro r Q 1 ioQ a P Phone#:2 Address: QI 3.3 &I(n) Ayp - r a City: M('01M I lS State: 'i'L Zip: 35 5-0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �� 'c !�-slN ff.`s 1'�'�. �-�j Phone#: Address: n�a`�LC l C City: 1 PcA f"r': 'c.1 . State: -F Zip: 3 23 "j Qualifier Name: � )(�r-" 1 J �_!.) Phone#: l a i _;?S157t �an State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ t' 1oq Square/Linear Footage of Work: Type of Work: F-1Addition ❑ Alteration El New U Repair/Replace ❑ Demolition Description of Work: c� �j .jA ri(j r no 5 I (- Gla®te. - Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State rp 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. "WARNONG 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 n be approved an reinspection fee will be charged. Signature Signat&]�;: \ OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —1444' day of II��'FQ bow rtt, .20_1-1 by e2.'i day of re- .20 tby who is personally known to lnmp C - Dayi �, ,who is personal) known to me or who has produced as rr�,�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: A ig .Print Ng A ul: Print: (� Seal: ,;�ti� y�;,, MARY ANNGRAULICH MY COMMISSION Y FF 138724 Seal: o PRv Pia.^ ANGELAYOUNG �., a_ EXPIRES:August 9,2018 = ? A4Y COMMISSION t FF 951069 BorWed ?:�` Thru Natal Pub k Urrderrwhm ' * Rf�t � EXPIRF_SAp 12.2020 Ftp pyo Eonaed Thru Eucyet Notary Ssrnce� APPROVED BY t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.niianiidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:262017 Property Information Foilo: 11-3101-015-0280 Property Address: 9338 NW 2 AVE Word Shores,FL 33150-2209 Owner CRAIG BLAND BRUCE T BARBAREE AIleiiln 9338 NW 2 AVE ... '?. 9 Address �MIAMll SHORES.FL 33150 USA Primary Zane 0800 SGL FAMILY-1701-1900 SO P.Ino y Land Use 0101 RESIDENTIAL-SINGLE FANALY:1 UNIT Beds/Baths/Half 3/2/0 7 Floors 1 ` Living Units 1 Actual Area 1,370 Sq.Ft Lig Area 1,352 Sq.Ft Adjusted Area 1,358 Sq Ft Taxable Value Information Lot Size 7,500 Sq.Ft 2016 2015 2014 Year Built 11940 county Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $237,560 $99,620 $98,433 Year 2016 2015 2014 School Board Land Value $164.862 $122,049 $100.962 Exemption Value $25,000 $25,000j $75,000 Building Value $119,721 $94,517 $92,072 Tamale Value $262,560 $124,6201 $123,433 XF Value $2,977 $2,394 $2,399 city AAar art Value $287,560 $218,9601 $195,433 Emmpt]on Wus $50,0001 $50,000 $50,000 Assessed 1 $W,5601 $149,MF $148,433 Ucabie Value $2V,5Wj $99,620 $98,433 Regional Benefits Information Exemption Valu $50 000 $50,000 $50,000 Benefit Type 2016 20151 2014 1 Taxable ValueI :-- L_ 1 $237,5Ml $99,6201 $98,433 � Reduction Our Homes Assessment $69,3401 847.000 Sales Information Homestead Exemption $25.000 $25,000 $25,000 Previous Prise OR Qualification Description Second Homestead Exemption $25,000 $25,000 $25,000 Saleale Book-Page Note:Not all benefits are applicable to of Te able Values(i.e.County,School 03124/2015 $399,000 29567-2135 Qua]by exam of dead Board'City,RegiaW. Carectiee,tax or OCD;min 12/29/2014 $100 29445-0318 consideration Short Legal Description Financial Instar"In Lieu of ODELL MANORS PS 41-57 05/152009 $73,000 268814790 Foro tial in stated LOT 4 BLK 3 Corr -,tax ar OCD;min LOT SIZE 75.000 X 100 04/13x2009 $100 26881-4787 consideration OR 12000.181812831 COC 26144168211 2007 3 The Office of Me Prop"Appraiser Is continually editing and updating the tax roil.This website may not reflect the most current information on record The Property Appraiser and Alarm-Dade County assumes no rmbft,see full disclaimer and User Agreement at tatpJAvww.miamidade.govfffd&ciscleimerasp Version: 1 32" X 80" LLJ � � J770000 ® \ G i ••• 0000 0000•• T7 N' .. .. .. .. ...... a • 0000 :..••: • • •.•• 0000 0000. L- � • • L. 0000•• • . 0000• ® w CIDw • • 0000•• Li J •• 00 • 0000•• U) z G • _ 0000•• • • --i • • • • E 0- • • • 0000•• � z REPLACE DOOR IN 1 OPENING ONLY. • .• ...... ® I= OU C • • • • • 0000•• w a. 0 • 0 Lu NEW DOOR TO BE IMPACT RESISTANT- 0 0 0 U HURRICANE SHUTTERS NOT REQUIRED. 9 0 �^ u O �- 2017 M U'. L OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 I32 80 17.78 1 4 39.0 1 -42.4 FL14569.1 60.0 1 -60.0 UTILITY/LAUNDRY ROOM-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT < 13 FT 4 IN BARBAREE RESIDENCE 9338 N.W.2ND AVENUE DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 06/30/2015-2:46pm gabdels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175+MPH MRH15 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(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: ' Roof _ Tributary Area(S Ft - ��,� Roof Tributary Area S Ft) 1.TABLES ARE INTENDED TO PEPICF-THE�WORST CASE'PRESSURES.'WORST CASE'IS DEFINED AS THE C OhlprflON''OF�1N1(;ON�tS�_IO WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 3 SO fight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO N6_REQUIRED FOR USEaNITH THESE TABLES. 43.4 42.4 1.6 41.1 40.6 :29 8 -39;5 39.3 53.6 -51.5 -50.0 48.9 47.9 47.1 46.4 45.8 -45.2 2.TABLES VALID ONLI(`F0. BIZILUI�VGS QF <�EA,Af ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +40.1 +39.0 38.2 +37.7 +37.2 +3�(.8-+36;4 3�i +35�9i 0-15 ft �1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3.TABLES VALID FQQQR L�RQOF TYpE$&S�,OPFS.APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA L;IL BE D BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 16 ft -04'0 -42.2 -41.6 -41.1 -4Q.71=-40 4".� .1 39.8 16 ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE BFtfj'ILINGM�AIV,tAVERI\f,E)RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 +�7.3--k3&.9-+36.6 +36.4`�.. �, +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI ED MSE-T11E PEAK ROOF HEIGHT. 44.6 -43.5 -42.8 -42.2 -41.7 -41:3 -40.x-x`=40. -4 :3` -55.1 -52.9 -51.4 -50.2 �L9.2 -48.4 -47.6 -47.0 -46.5 S.ALWAYS ROUNDII'JP,ROOF�kIELs 'T,O�JJEXTS�$LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft �P 17ft 6.CALCULATE THE TRIBUTARIr_AR'FJ-OF THE OPENING IN QUESTION(HEIGHT WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37 4'+32j�=+36.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)MOL`TIP,.j=I[ED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -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(HEIGHT2/3).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 +39.1 +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.S -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 +4D.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 46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 0.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft 1+42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +35.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 ft -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 21 ft -57.6 -55.3 -53.7 -52.40.6__ -49.2 ..48,6 8.READ OFF INACCPOSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL C MUNICIPALITY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 +41.1 +4`07r' 39.5 +39A, +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 -Slot�t5 J1 rY 50 3 ;4.6 -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 +,0.81- 39.9 44*." {39.2 +38.9 GENERAL NOTES, Z-47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 58.7 -56.4 -54.7 5 SIi S):5 50:8 0.1 49.523ft 23ft l� 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 1.2. 40.3 +39 J';,A 5 +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- ]`- 0 `=5�{2=50 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41.1'�4_n6-x+40.2 +39.9 +39.6 2'DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND -1 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 2 25 ft -48.4 -47'2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR NOT VALID FOR HILLY TERRAIN. NTERNAL PRESSURE COELAT TERRAIN S ONLY. ESE TABLES �Dp +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH CD 48.8 -47.6 -46.8 -46.1 -45.6 -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 Tn 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +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. 0 -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -525 -51.8 -51.2 3•THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY M VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. Z 27 ft +45.3 +44.1 +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� USE OF THESE TABIFS AND CORRESPONQING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.41 -45:J•^44.$_ 8 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 COEFFICIENTS LISTEAUIER.EIN SHALL-BE 6TC°t`ATEDLAND VERIFIED BY THE GOVERNING m +45.7 +44.5 +43.6 +43.0 +42.4 +N2;0-"`.4r6 +41.2 +40.91--., +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTMgNT-AN.O:pERMILHOLDER:N, NTY FOR APPLICABILITY OF TABLE rT7 -49.9 -48.7 -47.8 -47.2 -46.6 Z I X45.8-'-4..� -45.1 4; -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER D REl' '%_, i �7 29 ft -it 29 ft S.THIS SPECIFICATX0 ISNOT-'INTENDED TO'0 ER ANY PRODUCT APPROVED z +46.0 +44.8 +43.9 +43.3 +42.7 4.31.+4g 9-;+41.5 +4L�7/ +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 CERTIFICATION. RE Ff ER TO^AX)LSEPARATELY`5U MITTED TEST CRITERIA AND OTHER G) -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 =�61 $'.7 45'.4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE551G •&,INSTApATION INFORMATION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +4I2.6I-+42-2,J 41.8 141,5^�, 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS TO'B VE$IFIED BY OTHERS,I"CCORDANCE WITH GOVERNING CODES. m 6.ADHERE TO ALL IlodJ C`IMP.ACT.PROT�ECP,I_ON,.SYyyTEM ORDINANCES. > -51.0 -49.7 -48.8 -48.2 -47.6 -47:1=_467-'-Y46 4 +4s�' �y� -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7,NO CERTIFICATION'IS;OEFE"(2'@D,FOR,TOE INTEGRITY OF THE HOST STRUCTURE. I- 32 ft +47.0 +45.7 +44,9 +44.2 +43.6 +43.2 +42.7'=F4i�4:.+42.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8•EXCEPT AS EXPRESSLY PROVI(2E.{�EREIN,NO ADDITIONAL CERTIFICATIONS OR 51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -S4.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +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 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +49 2 +47 9 +47 0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 EAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 H H 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 HEIGHTO soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 57.1 -55.7 -54.7 -54.0 -53A -52..8 -52.4 -52.0 -51.6 -70.5 -67.7 -650.3 -64..2 -63.0 -61.9 -61.0 -60.2 -59.5 •••• •••• E QAl�L :I •• ®55 ft 55ft +, +4 : +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 +52.7 +51.3 95 +48.9 +484 +47.9 .5 +47.1 a 5 -58.2 -56.8 -55.8 -55.0 -543 538 -53.3 -52.9 -52.6 O O4 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60 ft +53.6 +52.2 +51.2 1+50.4 1+49.8 1+49.3 1+48.8 +48.4 +48.0 •• ••'WAZES•• I METR oREMARKS DRWN CHKD DATE C)o ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE• G EERI1"IG o o mRo m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2 0 • • ��® < a D z REV 2014 FBC DGM TSB 06/10/15 ` •• • •• • loaronA#�orrice! • w W ASCE 7-10, CHAPTER 30 ••• • 4 m z 160 SW 12th AVLMSE, SUITE 106 �. 0 z z �. - DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442 0' D -P MASTER PLAN SHEET >' r THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 p o AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT ••• • • • •CW14 JF 116"#98V z p WRITTEN CONSENT OF ENGINEERING SG KESS.ALTERATIONS. /� • • m 'v gi ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE C C-' 7_10 • • :Q @EI�GINE�RINGE RESS.COM 61 PERMITTED AND INVALIDATE OUR CERTIFICATION. 9 9 V • • G N ER NQE)IPRESS.COM m ••• 0 0 0 000 0 0 Florida Building Code Online 7 'n .,t ' ifs,�V'N��' a u � _ -R„r '"� ..�� i�Y�a 1(R��Y '',a?"'` s, :: r "t;: �s h i �`d•�'Y�^Uitf�1i(e'�4a � h+ � l ".,.�C 3 ggr la�'��. �Ec `r� ,�� .,�.,��,:JtS F � ,P �` ;� F"' : { "�s 4�i� �s��i��u.4�" I , � -• �woi BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff € BCIS Site Map Links Search BU MeProd Professional `+f= USER:PubliAlipproval eguiatiot� product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail p FL# FL14569-R7 0000 t Itiw ,fr Y E d'd ' • • �sR • • 0000 0000•• Application Type Revision •••• • • •• Code Version 2014 0000•• •••••� ••••�• Application Status Approved ••• •• • • • *Approved by DBPR.Approvals by Dia"ahall be reviewed and rat"et% the POC and/or the Commission If Agcarp*ry. • • �� fl�rkf f�?�rsPs 7� i� 0000 00000 � i�r�� "�� 0000•• • • 0000• �iR • • 000000 Comments •• •• • 0000.• f Archived �••�•� • •• �� i ��b ��, ,1' . • • • 0000•• : � �d�) � �t '� ' q ° 0000•• Product Manufacturer JELD-WEN 0000 ••• • �••••� Address/Phone/Email 3737 Lakeport Blvd •• Klamath Falls,OR 97601 s (800)535-3936 fbcl@jeld-wen.com I: Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com , Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. 'r Klamath Falls,OR 97601 � y � �! (800) 535-3936 Made? x�R customerserviceagents@jeld-wen.com �t h4r RPgn��rA 14 t Quality Assurance Representative 54 Address/Phone/Email x{ Category Exterior Doors a Sr j Subcategory Swinging Exterior Door Assemblies 1 4t a,if Compliance Method P Certification Mark or Listing 1 Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 app ' TAS 203 1994 Equivalence of Product Standards I� Certified By h . http://www.floridabuilding.org/pr/pr app tit1.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/20159:43:09 AM] Florida Building Code Online j a k 4 �r Product Approval Method Method 1 Option A Date Submitted 11/11/2015 i Date Validated 11/13/2015 Date Pending FBC Approval I r. Date Approved 11/20/2015 jSummary of Products I FL# Model,Number or Name DescriptionIT ••••• 14571.1 Contours Steel,Wood Edge Full Lite Door, utswing,OWN x• - • • • • Limits of Use Certification Agency Ces6i�ioate ••• •o ••••:• .:. Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ••••: i Impact Resistant:Yes 09/30/2019 •0000• • ••• • ' ' Design Pressure: +60/-60 Installation Instruction&••• •••• ••••• Other: Product must be installed per manufacturer • • ••:••• 1 instructions as stated on drawing 3W0509-03 Verified By: Hermes Nov* 73 78 . • �' ...... ': 3 Created by Independent:W;l:`Party: Yes • •• Evaluation Reports • • • • FL14569 R7 AE PER3A2.ndf' �.•.�� """ Created by IndependentThir.&party: lts • 14569.2 Contours Steel, Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8" •• p � Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO06255,02-R3 Certificate.odf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL14569 R7 IT WO 0 -04 In talla ion.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3343.pdf J Created by Independent Third Party: Yes i I 14569.3 !Contours Steel,Wood Edge Full Lite Door,Outswing, 6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO06254-115 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions " Other: FL14569 R7 II JW0509-01 SS 2015-07-O2.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.odf Created by Independent Third Party: Yes ' J 14569.4Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- ' J Impact Rated Glazed Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIOII062 NI011O62.O1 Certifiicate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: EL14569 R7 II JW032012FL Installation,12df Verified By: Hermes Norero 73778 i Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321,pdf Created by Independent Third Party:Yes 14569.5 i Contours Steel,Wood Edge Opaque Door, Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate !! r; Approved for use in HVHZ:Yes EL14569 69 R7 C CAC NIO11061-RI Certificate.1df http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWIDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] Florida Building Code Online + Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date k Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II 3W072012EL Installation.uddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3322.12df Created by Independent Third Party: Yes a 14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite,W-11"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11082-R1 Gertificate.�df g Approved for use outside HVHZ:Yes Quality Assurance Contract Expiratiop.4ilte Impact Resistant:Yes 08/31/2019 • • Design Pressure: N/A Installation Instructi4i; •' "•' "";' Other: FL14569 R7 II S-2104 Malition.Ddf •• Verified By: Hermes Nomire#3378 •• •• •••••• Created by Independent.Vi"%arty:Yes . Evaluation Reports 000000 FL14569 R7 AE PER3308.�**d?• •0000• • • Created by Independent fA Pd'Party:Yel I 14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,V/dr'w/out SRielites, C Uri i Limits of Use Certification Agency CPrtiRc0.te • { Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-Ri-NIhYi&.01- Approved for use outside HVHZ:Yes R1 Certificate.1df Impact Resistant:Yes Quality Assurance COntfOct MApiratkRibDatre • • f Design Pressure: N/A 08/31/2019 •. 6 1 Other: Installation Instructions j EL14569 R7 II S-2108-01.pdf Verified By: Hermes Norero 73778 ` Created by Independent Third Party: Yes Evaluation Reports e FL14569 R7 AE PER3832.2df t Created by Independent Third Party:Yes a Fig ((; Contact Us::1940 North Monroe 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 u v9address,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., Pr - please click be=. Product Approval Accepts: q securit`"i j u Hi t 1 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW IXNZW IDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] NOTICE OF PRODUCT CERTIFICATION yA�accg � ,y CERTIFICATION NO: NI006255-R7 DATE: 10/14/2005 N CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 104-3 �rEoP REVISION DATE: 05/05/2015 •000 . . 0000 •••• To verify that the"Notice of Product Certification"is valid,please visit wNvw.NAN,IICertificatioof on to assure tliat'lhe ' product is active and currently listed.This certification represents product conformity to the applicall'e speciftcation and "" that certification criteria has been satisfied. A NAMI approved certification label must be applied o sthe produce�' m clai •.• certification status. Please review and advise NAMI if any corrections are required to this document. . • ..•, •.•• 0000 • 0000 COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION• •••• JELD-WEN Series "Contour Premihm Steel Dpar.0. :00* • . . 000. 3737 Lakeport Boulevard Double In-Swing/Out-SwMg Steel WVcjdi • •• Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlayer/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 Expiration Date: September 30,2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 JFIJkWEN@ Steel CONTOURS STEEL DOOR,WOOD EDGE to 6-6 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT M v m m UTILIZING COMPONENTS FROM ODO INC.AND 74" MAX. OVERALL O > v m ENDURA PRODUCTS INC. FRAME WIDTH O m Omm a 37 1/2" MAX. p r m N o FRAME WIDTH 36 1/2" MAX. + n.p W m 35 3/4" MAX. PANEL WIDTH ,mc GENERAL NOTES �` PANEL WIDTH W/ASTw+ ato LL v 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING I ,�m s= x CODE(FOC),INCLUDING HVHZAAID HAS BEEN EVALUATED IN ACCORDANCE S t- co CL LL THE FOLLOWING: m TAS201-99 Y TAS202-94 TAS 203-94 2 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFE � F- 201/2' 20 1/2' LOADS TO THE STRUCTURE. = Z 1/2- d 0 MAX D.L.O. D.L.O.MAX o �x 3.PRODUCT ANCHORS SHALL SEAS LISTED AND SPACED AS SHOWN ON ILS. ANEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL D 9vG 16 D.L.O. a INACTIVE ACTIVE a pQ w 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. 15 xg, O j 0 m O app 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY L. a S C E 0 C HURRICANE ZONE(HVHZ) m Ll L". PRODUCT DOES NOT REQUIRE SHUTTERS ?4, 3 / 4 ,a 4 3 A. 1 4 m o 4�t Vg z � B l —m 0 RESIDENTIAL INS UfATED STEEL DOOR Common to all hams to s o Ld DOOR LEAFCONSTRLICTION: 1 Face sheets.24 GA(0.021'min)thickness.Galvanized steel A-525 commercial quality AKDO per ASTM 620 With average minimum yfe/dto strength Fy(ave)-306U psi. A A A Core Design:Expanded polystyrene with 1.0 to 1.25 lbs der•ily,by Je/d-Wen Inc. 2 4 2 4 2 4 Panel Construction The active and Inactive panels are cansfrucled from 24 GA a (0.021"min)galvanized steel.The face sheets at top and bottom are bent 90°over REF GAL BOLT ITEM # 12 O the top and bottom renis.The tap rail measures 1.0"high x 1.688•wide.The steel _SINGLE O Eff-ING UNIT/XJ DOUBLE OUTSWING UNIT/XX) z bottom rail measures 121'high x 1.688"wide.The sides of the face sheets areroll SCALE- 1/2" =/'—O SCALE.' 1/2" =1"-0„ O ti 2 O formed into the latch and hfnge allies which measure 1.00"high x 1.688"wide.The V)p�In Vi Interior cavity Is filled with expanded polystyrerre.The face sheets are glued to the Z E. expanded p*styrene.fie panels are cut out for the two-piece ODL Aluminum O SIDE E ALLEN frame.Units are glazed with tempered and laminated Impact 1"IG.On FROM THE EXTERIOR E U double door applications the inactive door is fitted with an extruded aluminum ZZ astragal of 6063-75 alloy,manufactured by Endure. TABLE 1 DESIGN PRESSURE RATING W lit W Frame Construction: The frames are constructed of fingerjointed pine jambs IV measuring 4-9116"x 1.114".The head jambs are mortised and buff joinad to PROTECTION FOR WATER NOTES: 0 •4• the aids jambe,and attached with three(3)16GA 7/16'crown x 2'10179 INFILTRATION Is RE011IneD • ••h : tl1� IOR. WOO staples on each side.The threshhold is attached to the side jambs with PosnWE +m.0 PSF • •� —• R•H I N 1L CHOR IN 1 X BUCK OPTION IN three(3) 16t3A 7116"crown x 2'long staples on each side. NEGATNE so.o PSF •• • IMA, SEE SHEET 4 FOR DETAILS. ao 0 Glazing. ODI.insulated life is 1'overall thickness,consisting of one(1) � 9-6 R•1�QT%AIV� OR IN Ix BU tiORT" IN, N pane of 0.725"tempsr�gless;0.5•airspace;two(2)penes of 0.125' TABLE OF C MASONRY COC SEE t�4 FF ` i�'LS. w o 0 m a 0 annealed with.090"PV8 interlayerby Solufia.Alllites are sandwiched SHEETfr DESCRIPTION .` •• '� 6118/1 glazed Into the panels. 1 TYPICAL ELEVATIONS •• • • • •• 7 0 sc&&AS NOTED 2 VERTICAL CROSS SECTION 8 BILL OF MATERIAL s • • • • • • • • k = 0•G on EAG 3 HORIZONTAL CROSS SECTIONS0• i • •• T :w em BYS SAFFEL 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SE67"S • • • ••• • DIMMING ND- 5 ANCHORING LOCATIONS s COMPONENTDETAILS Reaw yslg aed ppoviemresF.Noreho,P.E 34 ' � JW0509-03 7 UNIT COMPONENTS Date 2015.=911:1494 FaPr /ax 28M WiMT 1 of 7 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• 0 0 N.-- 1MIN. Item DESCRIPTION Notarial Q 1' 1 SIDE JAMB 1 f 4 x 4 9 16 FlNGERJO7NTE0 PINE PINE 2 H 1 1 4 x 4 I6 FlNGERJOW ED PINE c MIN. MIN. 19 w MIN. 1• N' 3 4 x 4 BUTT HINGE 12GA .089 MIN) STEEL ? 4 #9 x 1'PHILLIPS FLATHEADSTEEL f.- 19 35 5 10 PHILLIPS SCREW WITH i 1 2 MIN. EM8 N v m 20 6 10 X 2 PHIWPS FlATHEAD WOOD SCREW O r v MIN. EMB. 1/4" MAX 2 7 8 X 3 PHILLIPS FIATEHEAD WOOD SCREW STEEL A C 0 co cm co o SHIM THK. 20 8 1 PH T WOOD SCREW o m 6 \ 2 9 COMPRESSION WEATHERSTRIP LON DS-650 VINYL '� a O co co t1 OUISWING THRESIIpLD ENpURA ALUMINUM Y \ 2 12 ASTRAGAL THROW BOLT. STEEL ROD. 5/16*x 18' STEEL o 1/4" MAX. SEE 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL A DETAIL A ON HEAD IAMB m x SHIM THK. SHT. SEE 26 SEE 14 18 Ga 7116-CROWN x 2 LONG STEEL is a LL DETAIL A 15 KWICSET LOCK SERIES 400 STEEL S E SHT. 7 26 16 KMKSET DEADBOLT SERIES 780 STEEL 10 28 17 RA ULTIMATE HURRICANE ASTRA ALUMINUM Y 1 5 9 ASTRAGAL 80L7 STRIKE PLATE ON B I 2f 1 34 9 28 19 2x WOOD BUCK WOOD 30 p; r' ;'y'•r:i _ NON COMPRESSION SHIM DOW 995 SILICONE SEALANT SILICONE La 30 . e,.t21 (G ASSEMBLY Or ODL GLASS I t 8 TEMPERED Mss I` 21 2 i 24 3 LAMINA GLASS q 5 to 1 z 1 LOCK SOIL x 2 2 LG O 21 0 0 O III TOP RAI LVL O F SEE w DETAIL G E $LQ6 a BOTTOM RAI N 3 cwi§ w SHT. 6 = SEE 28 EXPMo FQT5711 F 1A TG 1.2590 on=N JEW-M q w ; DETAIL G �(TERiOR 29 WM 0WR PANU RI MAIERtAt. 24GA GALVANIZED $ y X 23 o SHT. 6 A-=COAG93 W.Q&ff 0.021'M THCK q cc d� ww _J20} UO 23 3Di LNIq 22 32 LA FlNGER ut 24 22 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL to Om O co 34 3 1 fTW BU0.DFJ(TAPCON WITtI 125 MAT STEEL O cliINTERIOR x�i 24 OP710MAI ix W000 LICK WOOD o a rn 21 ' 21 O 21 U) J m 30 .=':°y,; 21 „\� 21 NOTES: ZZ 28 :~-4 W 30 3� `": ,*. 2T FOR TAPCON MASONRY AND WOOD SCREW ANCHOR -3 N y 29 SPACING (ITEMS #5 & #34), SEE SHEET 5. 27 '' 2B FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN E- z In ' 27 j••`i 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. H. U rn :r W OPTIO 11 yYsl••t SECTION OF HEAD OR JAMB AS LONG AS MINIM M g b m 1 5 11 •• ~•• ••• ••EMBEDMENT IS ACHIEVED. DD o c 1 1 34 •e • • • • • n _ • • • • • ••• • ao�: •• • • • •• ``,11111 i lllllrrfi ... 1 1/2" MIN. EMB. ��SES F• p �p� n o m a d 19 • ••i ••• • • ��Z;' %.�0�: W e6118113 • • • • • • • • •• • • • • r `1 to • •• • • • -* * = z ew-_-- EAG MIN. MIN w �—1' MIN. • •'r" MIN. •• • • : • •e• :. T 7 —AS NOTED • rV`� cicc erS. SAFFEU axalxm No.: 3 ,Q 3 B� VItRTICAL CROSS SBiGIION TYP. �j' JW0509-03 2 WOOD FR"E INSTALLATION SCALE' 6" =1'-0" 2 CONCRETE INSTALLA[lON SCALE• g" =f'Q" •• • • • e • Pane c ane ww 2 of 7 • 4-66 • • • •• •• • • • •• •• ••• • • • ••• • • 1 1/2- 1 1/2- MIN. 1/4'MOL Al - 4-MAX. MIN5 3 4 SHIM SEE DETAIL A 15 SEE DETAIL(:D �1/SHIM SHEET 7 22 SHEET 7 1. MIN. SEE • DETAIL C 9 MIN, 0) SHr. a 30 :.9 a 30 21 31 0 z 21 0 in 0 co N I 23 A" mNo MIN. 6 .,? 00 MIN. - A. ,f2 -j m 33 4 p LL 19 32 25 24 2129 4 E w LL 20 21 3 20 w 1 19 6 A ROOD D&IMOVJI"IJW"rAL-'LAWrIOAl�SCAZe�22Z Lu EMB. 1 4 MIN1.EMB. SHIM I SHIM 'F * r- um @22 1. SEE DETAIL A 28 2@9 SEE DETAIL A IN. IN SHEET 7 15 SHEET 7 DEIAJSEE 9 N. L G SHT.a 30 c" 30 21 23 21 31 MIN. k'. MIN vl* Mm inY6 O QG 19 32 2124 2129 44 34 4 5 20 cn 6 c lOR1ZOXlAL CROSS SAVTJON TYP 6 B 6 COAVRATIV INSTALLATION(=L& r 77--V-) 3 CVAVMrB Mg2TJl"OJVfSCffA-Z=X• C NOTM, 0 JIB 2 17 E>AgrArAL FASTENER SPACM DETAIL F,SHEET 6. (MAL OF 14 SCREWS). f= z LATCH AND DEAMOLT STRWE PLATES MOLWr TO ASTRAGOL WITH ADJUSTABLE NUT PLATES. 2 BOTH PLATES REQUIRE/8 X 3-PHILLIPS FLAT WAD WOW SCREWS tn 2u BUCK TO SUBSTRATE FASIVOIC MAY UTUM OPTIONAL 3116-ITIN ma=VIP�CWON. U FOR TAPMN WASM"AND WOOD SCREW AW-40R SPACNG(ITEMS 15&134) SEE ARTIVE • so 0 "R"RINWX AWIOR IN IX RUCK OPTION IN MASONRY/CONCRETESEE SHEET 4 FOR t OP17MALLY.AWHOR GO BE RACED IN NARROW SECTION ik, AS MWMM EMSEOMW IS ACMM. t N ASTRAGAL ♦ % ME-6118113 -A 0 see as* 9 S W--AS NOTED SCUT 6 7 o am By- EAG % ;;Way-S. S4FFELL see 6 0 6 40* e ld mmmo mo- JW0509-03 020 2 a 0 6 so 40 e ids SHEET_j_OF_Z_ so* 6 6 6 so* o a 1 34 1 1/4' MIN. EMB. 1' .L t'MIN. �— -'{ 1/4'MAX. 1 t'YnJ. 1'MIN. 1• I r SHIM .- MIN. 1. SEE DETAIL A 28 29 . y MDL SHEET 7 18 O m m O M N 22 0 mroc 1 I 9 21 SEE + a O m in 11 d Z Q DETAIL G ■ m J3 23 SHT. 6 Mt w N v a 1' O-+MIN. mtv 1• •a .}•.s .tT�BIOB A r LL 1/4'MAX 2O MIN. SHIM THK. • r.Pl-.t I m d LL 2 `q':d•`M1 :P�' t E SEE 33r�ry�i.t:i•:}.'•e to DETAIL Y SHT. 7 ZB �� •. 21 24 2 !o\/1�DR/.TOXI'AL CR�7S9'SSC}!CW TYP. 32 1 34 8 z8 4 OPBRd4lAC UA7T f%Bf/CX >f:-`-Yi:c OPTION 1N"Somr/l wni f'r 20 :�•°�:.... 21 (Sc" 6-=f•-0") 1 1 t/a• 36 •1-^•.-;.'�' MIN. EMB. p O �3:>•t::++ 1/4•MAX S 4j z ?� 21 ' 1 0� �W 21 E r MN. 0 O lz 1• 3' S zi DETAII�G DETAL 0 9 Q Mtl� Cad c 91T,6 SHr. 6 21 1r I O V 2J n 31 -Jl'O O �z "j�•i a it;}'.yt•:r..•�•:pl,:P:slr.�.iw MIN. • !A��r $I� N �'i%�:�:'M1 .�'i�•�f?P�trilyft�l,".7`"��u �O W X\u `• 2.i;;,r:• >snf t%'1 ':"+"•�``'lx"j�Y'' w 0 c al�i ;4"•.,-:.ir :�rv.{6,-x% ,�r9 Y}F:7:p!^ 2 G 0] n 21 z' 1 1/q• 21 29 q a XU •Y.,..:: MN. 3 34 1 30r'?`'.i EMB q 3S 21 3 19 20 JR7Rl2.ONTAL CROSS S�!ON TYP 28 :i 1 2 31 3 v 4 OPSRATIAV UMT f%AVK 8 V p sa 29 OPTION/N AfASONRY/GIDNCRBTZ 27 `< a RlOB2'11lNOa sX im Lzw AINOs oPR7s1Ta swim V`:�TZ•yM:•' •• •MIN. (SCALA 6 =!'-0 z 1 34 1•MIN. a' \� O 5 .. Q \�� : : • s�FOR WCON e•NSQIIRY AND WOOD SCREW ANCHOR SPACING(ITEMS/s&/34).SEE �fl ° �. SEE FETAL 7A•• •�•f SVEETi6.:•. •• —I 1'MN. 1•MN.� 1•MIN.1-MN. o � \ ON.501T•~• ®AOOPTONOAUA S MINIMUM EMBEDMENT�PLACED CHIE EDtil NARROW ACTION oF,��1�A��Lo(� Z v ``�� .• ' . DIVE:6118113 •,a•• 1/4 �/: r-fA1 vBRTrcAL CA77ss SLL7rON TYP > MAX • ••• ••• • t .O :AS NOTED y 4 OFMUT,rAiG Umr 1%BUCK v SHD1 • • • • • • e • • 7 -DWO.BY- EAG OPfJON LM YASOABP t 1/2 MN. • • • • • • • • ;* _ /$DAZATSPS • • • • • • • • • (SCALE tr=f'-0"J •• •• • • • • • p* c OPTIONAL MASONRY/C �ICRETE INSALL • • • • : =�u.` DPAWING M: NRY � � JW0509-03 BY CROSS SECTION OF H D OR JAMB OTHERS N mw 4 OF 7 • • • • • • • f • • • • • • • • • • • •• •• • • • •• •• SEE DETAIL 9 2 2 SHEET 6 0 m SEE DETAIL 8 r SHEET 5 M v® a' SEE DETAIL A 1 SEE DETAIL 8 o m c m N io J 6' 16- to SHEET 6 is 6" --{ 12 1/2" TYP. 6"—{ SHEET 5 A 0 ao Lo O co ID o� _ O-jmunW) wo5 5 ° za n�►r- Ra 1LTYR SEE DETAIL D M "' E A TYP r °rAi iV SHEET 6 ° rY\ tC Ci°00 TYP. n ° w _ O �z�r oC3 SEE 6"I— �95— SHL A 6" I---x-12 1/2- TYP. 6°—9 SEE DETAIL A �i 37 1/2- SHEET 5 to 74" o y 11ALL DOOR DELS WE VIEWED11 18 a FROM THE ME R N J SEE DETAIL ESHEEP 6 O ci 0 0 rn 3:in to OKUw ANCHORING LOCATIONS ANCHORING LWA7l0 DOUBLE E o z OUTSIYIMG SINGLE UNIT XJ OUTSWING UNIT (XX SCALE.• f e =/--o- SCALE. 1/2" =f'-0" U In �ZS�W92 S2 Q '�il 2 d •• ••• • • • • • •• 1 • • • • • • • • • 111111 / N`}'N •• ••• •• • • • •• ,`,till if ' � F. O �iw Um a Z 11 ��: ••:P�'� o�6 18 13 • ••• ••• • • • _ S% AS NOTED • • • • • • • • tk . 'w ay; EAG • • • • • • • • • • • •• •• • • • • • 't T T f'4�= cm gr.S. SAFFEU 14 ••• • • • •• • GRAM NO.: DETAIL A Df�jj[, '�� `` JW0509-03 SCALE 3" =f'-0" SCALE 3" =f'-0" F�� f� %W 5 OF 7 • • • • • • • • • • ••• • • • ••• • • 4 9/18" ANCHOR ® EXTERIOR SIDE 0 3/4° 1 1/4' 2 EXTERIOR 13 7 34 2 0 B 5/8 O> `0 0 3 1/2" om OMN m q ' O0 co co O 33 o 2! O 33 34 m � ►�tl1vv ME'R 135 1/2, • 5 1 2" o-+ a+�ninDRILSTRAC�L / 17 �,;�a LLRELT HOLE THRU FRAME/MASONRY 33 34 33 ,E, 6 x 1-3/8" DEEP Y DETAIL B DETAIL C DETAIL D DETAIL A -HINGE l/OUNTING DETAIL THROEBOLT STRIKE PLATE FOR HEAD STRIAr PLATES TO JAAfBS STA/XB PLATJTS TO ASTRAGAL w SCALE 3 SCALE- 3" =1'-0" SCALE. Sle =1'-0" SCALE.- s/B" =1'-0" pat M a o ° DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8' DEEP o 1/2' x 1/4" CU-D SPACER aoc7 YON } ° 0 30 21 LM1' a 1/8' TEMPERED GLASS J 1/2"AIR SPACE O 3O O W NN i' 0.090" PVB Z U NTERLAYER BY Q z 18 ^ EXTERIOR SOLUTIA < aw 11 � � 1" —� s/8" G 21 tr ° •• ••• • • •BITE• • •• 1/8"ANNEALED O • • •• • • • • • ao mea DETAIL E DETAIL F- ENDURA ASTRAGAL • •• • • •G•_ SD a ASTRAGAL RATAINER STRIAE PLATE FOR SILL FASTENER SPACING USE 8x1 PPH AS ••• ••� ••0 �G—�• {e��ISULATED SCALE• 3" =1'-0" SCALE.• NTS SCALE 6 =1'-0" ��,fcS F. ,�: • 'PO's oruE:6/18 13 i •i• •i• ••• •• ••• 7•. —AS NOTED • • • • • • • `* , gy EAG • • • • • • • • • • • •• •• • • • • �p T T 3 cm erS. SAFFELL 77�' JWO509-03 •• FB00 0 PME 0 2 O sim 6 of 7 • ••••• • • • • • • • • • • • • •• •• 000 0 0 0 000 0 • 4" 0 4 9/16" 'v +0 0m 9116 N 0 F", e 0 0 + socaNnOO N m 0 co m 2 t0 3/16"--1 1/16" (Min) raj o m uvi Anti " 1FLWXRMIATED PINEI o 1Li!!1L'LiLN E 4a4x1E CA. / n 1CodfPRESSlOXEATXERSTRIP (ENDpRAI `h E a LL SCALE.• 6" =1'-0" '� SCALE. 6" =1'-0" QBS-650 SCALE.• 6" =1'-O" SCXW.-/s�\OUTSIPIXC THRESHOLDY 10 2 2 1/2" 1 1/4" fD M w 0 � CD 3 ;/8" 1 3/16"�-{ .�{1 11/16" i 6,P.t,z I I I r y a p OLT& � 11/16- UM t/16" 3 p �. OO SWfbRT a Ig O etocx 26-.I 1 11/16" 5/16"TOP RAIL �o 31!!INCE STIP LJ VLJ NW R�lL o 13 17 2�1�G'X BiocX- IYooD LATCH STILE(LLVL �,�7•EEL. HA " CALK. m m SCAM. 6" =1'-0" SCALE. 6•' =1'-0" SCALfi.• 6" =f'-O" '3 Z SCALD s" =1'-0" SCALE.- 6" =1'-0" $ 2 112- 13/4" Zmoo e N (n fn ASTRAGAL BOLT AfAT.- C/A STEEL ROD •• ..• • • • ATj L SILL ��ODL ALLEN FRAAfE W c 1/ 2�ZI1VC YELLOCHROA/ATE • • • • • •j( J� RIl�'�pLATE /rn�ALUMIM/Y 6068 T6 SCALE. 6" =1'-0" •s •i • i i '• �i 6" =1'-0" OD-< • • • • i • • • • N N 3/16" C-SINK. E- NOTE �J �E9 F O I' 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMB DU ��`� r'• �0'� DUE 6118113 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBSF�f • ••• •• •.• 7 Z —AS NOTED 2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING IN}0 MRILLIONS. • • • • • 'ik , '*_ on•OY; EAG 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMB96. f • ;• S Sq E WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE "SIDELFE SILLS.* • •• • m+nlnrx:ra.: DETAIL• A - COUNTERSINX DETAIL �� `� JW0509-03 SCALE.- 1/4" • • revs faae sir 7 of 7 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop Dania Beach, Fl.33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit 0000 . . 9 0000 0000.. for • 000000 0. .. 000000 0000.. Florida Product Approval 0000 .... ::0--0: 0000 0000 90609 Deport No. 3392 60%.0 6..699 0 0 0.• Current Florida Building Code0000.. 6 6 6•••' 9 . . 0000.. .. 6 00. 9 Method: 1 —A(Certification) •• Category: Exterior Door Assembly Sub—Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Wood/24 Ga.Steel Product Dimensions: 74"x 80.75" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97641 gVT . Prepared by: 'Hermes >\orero, P.E. : O Florida Professional Engineer#73778Date:01/26/2015 �4 Contents: Evaluation Report Pages 1—5 � NAI- Digitally signed by Hermes F.Norero,P.E.1 1-111y He re o,P.E. Reason:I am approving this document Florida No.73778 Date:2015.02.0911:15:53-05'00' A BUILDING DROPS Date: 01/26)2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge (Impact) 74"x 80.75" 0060 0 . . 0000 0000.. Scope: This is a Product Evaluation Report issued by Hermes Norero,P.E.(FL#73779)#or JELCrWEa Inc. .• based on Method 1a of the State of Florida Product Approval,Florida Department of Badness and*... • Professional Regulation-Florida Building Commission. •6.66• 0 a • 0000 0000 :0000: 0 . . 6 Hermes Norero,P.E.does not have nor will acquire financial interest in the company mariufacturin�:• • 6666. 6 6 . ... or distributing the product or in any other entity involved in the approvaLg%coss of tbe"uct •••66 named herein. 6..6666 6 6 6 6 0 660000 00 . This product has been evaluated for use in locations adhering to the current Florida Ba0iid0in.g Code:6 G 6• 0* * 606 6 6 6 See Installation Instructions JW0509-03,signed and sealed by Hermes Norero, P.E. (FL#7-Tn8)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 01/26/2015 Certificate of Authorization:29578 Report No: 3392 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 off* V Y Referenced Data: • 000. 0.00•• •. . Y . • 0 • 0 0 • • •• 00•.0• 1. Product Testing performed by National Certified••q•s•;�Laborato•ry•,Inc.0 • (FBC Organization#TST1589) •••••• 0000 0000 . . Report#: NCTL-210-3195-1, Report Date:01IW2013 '*000 a •••' •0:0 Report#:SJW2011-070, Report Date:06ft-RIe11 :00.:. 0.0.0 .. .. • 00.06•0 2. Quality Assurance •0 National Accreditation and Management institute 0 .0.0.• 000000 (FBC Organization# QUA1789) •••••• • 3. Certification Agency • National Accreditation&Management Institute,Inc. (FBC Organization#CER1773) 4. Material Certification Miami-Dade RER—Product Control Section NOA Eastman Chemical Co.—Saflex HP Interlayer S. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution In Every Drop Date: 01/26/2015 Certificate of Authorization:29578 Report No: 3392 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 *see • • 0000 0000•• After review of the above mentioned referenced standards and editions,it has been Und the no significant• technical changes have been made to the test standards that would affect the refdltS°all refereAced .... • standards have been found to be equivalent.All materials test results meet minirSi mTAquiremeAs of the..... 0000 goes • . current FBC including HVHZ provisions. • • 041 •.•• 000• .•••. .0000• . • 0000. • • .0000• Installation: 1. Approved anchor types and substrates areas follows: ...... .' Through Frame Installation: .°. ° :••.•; A. For 2x wood buck substrate, use#10 Wood Screw type installii ion anchol?of Afficient • length to achieve a minimum embedment of 1.50" into the wood substrate. g� B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero,P.E. Florida No.73778 Page 4 of 4 �hPage 1 of 11 No. H6322 40358 SPECIAL SERVICES 6 • • • it V610E MARI 'W/ ------------------------------------------------------ Q � Store 6322 N MIAMIlBISCAYNE ; on •(305) 981-295 i 12055 BISCAYNE BLVD 1$ person: LMM4LI -Y: MIAMI, FL 33181 eu ewer+SBBOAD ' l . .,... [N,t,ne..Rg , ,.. _J., ,.,y. , , , Phone1 REPRINT ABAREE BRUCE • •�• •�• ' (786) 564-3279dre338 NW 2ND AVE Phone2 • • • • • • • o pan? ame es iany MIAMI SHORES ••• ••• Ula Vg DOOR INSTALL-FL#14569.1 2017-02-06 12:45 state FL Zip 33150 c°�"h MIAMIDADE INSTALLER. DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY We reserve therse i ht to limit the quantities of merchandise sold toREF# 101 STOCK MERCHANDISE TO BE DELIVERED: REF# SKU QTY UM DESCRIPTION' P1 TAX PW.AI EXTENSION R02 1001-753-960 3.00 EA 1X6-8FT PT GC WEATHERSHIELD/ A o $5.57 $16.71 R03 1001-753-877 3.00 EA 2X6-8FT#2PRIME PT GC WEATHERSHIELD! $6.47 $19.41 R04 0000-252-677 21.00 LF 1-1/4 X2 PFJ WM180 BRICK/ N $1.63 $34.23 R05 0000-339-044 24.00 LF 1/2 X3-1/4 MDF LWM713 BASE/ A N $1.07 $25.68 R07 0000-938-860 1.00 EA 32"X80"LH PREM IMPCT 1 LT OSNB/ A N1 $559.00 $559.00- 8 $655.03 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION#101 AT TIME OF TION. 0 INSTALLATION #1 REF# 101 0 ESTIM ALL BEGIN DATE: 02/06/2017 ESTIMATED INSTALL END DATE: 03/08/2017 MERCHANDISE TO BE INSTALLED: REFA#+ SKU QTY DESCRIPTION R02 1001-753-960 1X6-8FT PT GC WEATHERSHIELD —CONTINUED ON NEXT PAGE— Check AGE—Check your current order status online at www.homedepot com/orderstatus * Indicates item markdown Page 1 of 11 No. H6322-40358 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE*Cp jinLZed:•: O6;Pame: BARBAREE Page 2 of 11 NO. H6322-40358 • . ••• • • . • ... . . . . ... INSTALLATION #1 (Continued) • • • • •• •• Sao • • REF#107• o o • R03 1001-753-877 3.00 EA -8FY#2P9lMj: T G THERSHIELD R04 0000-252-677 21.00 LF 1-1/4 X2 PFJ WM180 BRICK R05 0000-339-044 24.00 LF 1/2X3 a/4 MQF LOW7gl,l B E R07 0000-938-860 1.00 EA 31I 81Ji MEA I� OCT TLT OSNB 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 QTY UM TAX PRICE EACH EXTENSION - 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT GLASS UP TO 36"WIDE X 96" HIGH/ 1.00 EA N $90.00 $90.00 26 STUCCO WORK IN EXCESS OF MINOR CHIPS AND CRACKS (SINGLE DOORS UP TO 1.00 EA N $145.00 $145.00 36"X96"I CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 BUCK PREP 1.00 PA N $150.00 $150.00 2 TRIP TO RETURN TO INSTALL CASING. 1.00 PAI N $75.00 $75.00 INSTALLATION SITE NAME:I BARBAREE,BRUCE INSTALL LABOR CHARGE: $762.00 ADDRESS: 9338 NW 2ND AVE TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE:1 $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.001 TAX: Merchandise- N LABOR- N ® ® $762.00 PHONE: 786 5643279 ALTERNATE PHONE: 786 5643279 BASIC INSTALLATION LABOR INCLUDES: *PRE-INSTALLATION JOBSITE INSPECTION EXTERIOR TRIM/BRICKMOLD OF THE NEW DOOR WHEN THE *DELIVERY WITHIN 30 MILE RADIUS OF STORE CASING/TRIM IS THE SAME SIZE OR WIDER *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 CONTINUED ON NEXT PAGE Page 2 of 11 NO. H6322-40358 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE'6.cYjlAFd:•: •R,lame: BARBAREE Page 3 of 11 NO. H6322-40358 :00 . . see . . . . ... INSTALLATION #1 (Continued) • • • •• •• • * REF#10'h • *INSTALL EXISTING OR NEW CUSTOMER PROVIDE1?QLAI%(9LT, ••• • • • • WITH SIDELIGHTS LOCKSET AND KICK PLATE(IF APPLICABLE)ON NEW DOOR *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 LOG•A•fl&AS••• :•• :•• ••• CARE AND/OR TEST PRODUCT TO ENSURE PROPER OPERATION EXISTING DOOR • • . • • •• • • *INSTALL NEW CUSTOMER PROVIDED INTERIOR CASIA8 ANb • • • • ••• •• 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 SYSTEMSM/1RING 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 INTO COMPLIANCE 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 REPAIR DAMAGE FROM WATER, *IT MAY BE NOISY DURING YOUR INSTALLATION TERMITES,ELECTRICAL OR PLUMBING PROBLEMS,THERE IS AN ADDED *THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE BEFORE COMPLETING THE INSTALLATION.AIRBORNE DUST IN OTHER CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE *CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING RESPONSIBILITY OF THE CUSTOMER. SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES *AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE *REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND 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#1 CONTINUED ON NEXT PAGE�* Page 3 of 11 NO. H6322-40358 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE;CQntin*L d:•e Wame: BARBAREE Page 4 of 11 NO. H6322-40358 • ••• • . . ... . . . . ... INSTALLATION #2 qEt##j8• • BASIC INSTALLATION LABOR: '.' '.' '.' .:. .;• • SKU DESCRIPTION I QTY I UM ITAXI PRICE EACH I EXTENSION 0000-114 BUILDING MATERIALS PERMIT FEEaNATI, •• ,•• •• 1.00 EAJ N $0.01 $0.01 -442 go 0 OPTIONAL LABOR SELECTED INCLUDES: OPTION I DESCRIPTION QTY I UMTAX PRICE EACH EXTENSION 7 1 PERMIT FEE/ 330.001 EAJ N 1 $1.00 $330.00 INSTALLATION SITE NAME:I BARBAREE BRUCE INSTALL LABOR CHARGE: $330.01 ADDRESS: 9338 NW 2ND AVE TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33150 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMIDADE SALES TAX RATE: 7.001 TAX: Merchandise- N LABOR- N ® ® $330.01 PHONE: 786 5643279 ALTERNATE PHONE: 786 5643279 INSTALLER SPECIAL INSTRUCTIONS: FL# 14569.1 BASIC INSTALLATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). OR INSTALLER.IF DELIVERED TO INSTALLER,THE INSTALLER WILL FEES,ENGINEERING,WIND LOAD CALCULATIONS,RECORDING, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE *ALL FEES ASSOCIATED WITH OBTAINING PERMIT(MUNICIPALITY *DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, SPECIAL NOTES: *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 Page 4 of 11 NO. H6322-40358 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE--SVjinGL d;-; •Name: BARBAREE Page 5 of 11 NO. H6322-40358 40 ... TOTAL CHARGES OF ALL MERGHAKDISE &6SERVICES Policy Id (PI): �• •� •� •• ®" ' • $1 747.04 . . ' • ' A: 90 DAYS DEFAULT POLICY; "' "' ' SALES TAX $0.00 TOTAL $1747.04 .. �• �� BALANCE DUE $0.00 'The Home Depot reserves the right to limit/d4ay 44174 Midst Aw t1hretum policy sign in stores for details.' •• • • • i • .•• •. END OF CORDER No.H632240368 Page 5 of 11 NO. H6322-40358 Customer Copy