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WS-12-211
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 169685 Permit Number: WS -2 -12 -211 Scheduled Inspection Date: March 13, 2012 Inspector: Bruhn, Norman Owner: COIRIN, CATHERINE Job Address: 140 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1121360130770 Phone: (561)333 -5042 Building Department Comments CHANGE OUT 2 DOORS NO SIZE CHANGE Passe0A/�� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 12, 2012 For Inspections please call: (305)762 -4949 Page 7 of 18 c} - cdIK BUILDING PERMIT APPLICATION FBC 20 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) (`a e., n g CO . c ,r. Phone # 3C) S — ?3.3 Z 03-) Owner's Address / L f State 0'"� l�,%1 C Av /// 0 -1 S f City GL'1I.,L .54 Orel Zip 33)3F, Tenan /Lessee Name Email RECEIVED FEB 0 8 2012 Permit No. (( �"p` �' Master Permit No. Qv 5 Phone # Ct p . (WY) Job Address (where the work is being done) Jt(o iv /Q City Miami Shores Village County Miami -Dade Zip ) 3 no PLEASE CALL 954- 540 -1665 Whim Ready FOLIO / PARCEL # (f _ 2,./ 3 b - 0/3- 0) 77> Is Building Historically Designated YES NO Flood Zone Contractor's Company Name „ , _, Phone #,36 3 3 j )12Y. Contractor's Address _(3 Y (, ( '�G) 64.4 x,) State Qualifier Name �1' r. ✓ D 1 g,U /j Phone # 3 3 3 2) Of State Certificate or Registration No. (6 t 0 2_ -Z e3 I Contact Phone/ 6'I —.Y.4 U— It, t' ,5- t1.4.4 //t L E- mail /2e 46/ m om Zip 33 Y/2 PLEASE CALL • isi 51b4- 540 - t6bb When Ready Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ l k85—' Type of Work: ❑Addition ['Alteration Describe Work: Square / Linear Footage Of Work: ❑New `""Repair /Replace ❑ Deruolition 0 S O ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees * * * * * * * * * * * * * * * * * ** CO Submittal Fee $ Permit Fee $ /1 Notary $ Training /Education Fee $ Scanning $ Radon $ CCF $ DPBR $ * * * * * * * * * * * * * * * * * * * * * * ** CO /CC $ Technology Fee $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Ij See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a 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 approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me thisj.4 day od (flLIQry ,20 /2 -,by ( Yi✓) ��.�:%. Ct3i'- i who is personall wp�to l or y�1io has produced Ft- D ( _ s entifrca�ttiion and who did take an oath. NOTARY PUBLIC: Print: My Commission Exp * * * * * * * * * * * * * * * ** APPROVED BY 40"116"d6416.11611116.116416.11116■60111r I. /I 64 s' FILOMENA ANTONIELLO Notary Public State of New Jersey 4 Signatrfe, Contractor The foregoing instrument was acknowledged before me this36 day of . 0 / 2,J33, rwe'��1 [��v 1, S who is personall wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sigri: Print: ' a-r- 9t,i0„ J Pi'b6i My Commission Errs; .`0I Y11 'soardxa = �, go ac aolssiunuo3 3 — i (tlt ii eNT VQIDI0'Ld dO aLYLSOrigt)d A2IVIAN ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked J DEED ZONING DEPT BLDG DEPT 1 VE .ge BY DATE SUBJECT 1"O CCIVIPI.IANCE WI f'ri ALL FEDERAL STATE AND GC,UN 1Y RULES AND REGULATIONS FEB 06; 'L REPLACE DOORS IN 2 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. II 1� 34" X 80" 2 30" X 80" REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE AND /OR 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 SCREW WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUME SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 3 IN COIRIN RESIDENCE 140 N.W. 104TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) POS. NEG. 1 34 80 18.89 5 45.2 -59.8 FL14569.1 60.0 -60.0 LSMI 2 30 80 16.67 4 45.2 -49.2 08- 1015.05 66.7 -70.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE AND /OR 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 SCREW WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUME SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 3 IN COIRIN RESIDENCE 140 N.W. 104TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 03/02/2009 - 5:01 pm troyb F:103 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area 'Sq Ft) 35 40 45 50 25 30 0 15 ftI - 50.4 +46.5 ■ -49.2 t, 452 8.3 +44.4 -47.6 +43.7 47.1 +43.1 -46.6 +42.7 - 462 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft -51.1 +47.1 -49.8 +45.9 -49.0 9.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46.5 +42.5 -46 -46.2 +422 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.8 -47.3 +432 20 ft '53'5 +49.4 522 +48.1 51.3 +47.1 50.6 +46.4 50.0 +45.8 49.5 +45.3 49.1 +44.9 48.7 +44.5 48.4 +44.2 22 ft - 54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +48.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 - 552 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +48.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 - 56.6 +51.9 -55.9 +51.3 - 55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -58.6 +51.9 - 56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 +51.9 - 562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 - 58.6 +53.7 -57.9 +53.0 - 57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55,1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 -61.7 +56.7 50.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 - 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 -80.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 +53.1 50 ft - 64.9 +59.9 - 63.4 +58.3 -62.2 +572 -61.4 +56.3 - 60.7 +55.8 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft 55.5 +80.4 53.9 +58.8 -62.8 +57.6 51.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -68.0 +60.8 -64.4 +592 -63.3 +58.1 52.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 59.6 +54.5 56 ft 58.5 +61.3 -64.9 +59.7 -63.7 +58.5 -82.9 +57.7 -62.1 +56.9 - 81.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft -67.5 +622 -65.8 +60.6 54.7 +59.4 -63.8 +58.5 - 63.0 +57.8 -82.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 G1 m 0 A a z 0) C Tn REMARKS NR ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 ----. ----. 15 ft -622 +46.5 - -59.8 -58.0 X452 +44,4 -56.7 +43.7 -55.8 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft 53.1 +47.1 -58.8 -611713 5 +45.9 +45.0 -57.5 +44.3 - 58.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53 -53.2 +422 18 ft -64.6 +48.3 -82.1 -60.3 +47.0 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 58.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 -64.1 +49.9 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 57.1 55.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 51.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 -662 +51.6 +50.6 - 64.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 - 67.1 +52.3 +51.3 55.6 +50.6 -84.3 +49.9 532 +49.4 52.3 +48.9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 - 86.5 +51.3 -652 +50.6 -64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +552 - 71.0 -68.9 +53.7 +52.7 57.3 +51.9 -68.0 +51.3 - 64.9 +50.7 - 64.0 +50.2 - 63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -88.1 +52.5 -68.8 +51.9 -65.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 - 70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -68.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -83.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +67.7 -742 -72.1 +562 +55.1 -70.4 +54.3 -89.0 +53.6 -67.9 +53.0 -66.9 +52.5 -86.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 +53.5 - 67.5 +53.0 -66.6 +52.6 -85.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 - 71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -72.2 +58.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -89.3 +54.9 60 ft - 83.3 +622 -80.0 -77.7 +80.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +50.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDmONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMHTED AND INVALIDATE OUR CERTIFICATION, WIND VELOCITY =146 MPH EXPOSURE 'C MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL 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 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. C}-1 ® 1-10 I ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ETRIC ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 B0S Home Log In User Registration j Hot Topics I Submit Surcharge Stets & Facts Publications 1 FBC Staff BCIS Site Map j Links Search roduct Approval ER: Public User CPI Products Approval Menu > Product or Application *earth > Application List > Application Detail FL #, Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email FL14569 -R1 Revision 2007 Approved / *App ed by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com TechnicaI Representative JELD -WEN Corporate Customer Service Address /Phone /Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents @jeld - wen.com Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing 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 TAS 203 1994 Equivalence of Product Standards Certified By http:/ /www.floridabuilding.org/pr /pr app dtl. aspx? pararn= wGEVXQwtDquxTVBjriRcYg %o2fDEHW1... 10/20/2011 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 09/22/2011 10/13/2011 10/20/2011 Page 2 of 2 Summary of Products FL # Model, Number or Name Steel, Wood Edge Door Description 6` -0" x 6' -8" , Full Ute, Single or Double Door, Outswing - LMI 14569.1 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be installed per manufacturer Instructions as stated on drawing JW050903 Certification Agency Certificate FL14569 R1 C CAC NI006255- R4:PDF Quality Assurance Contract Expiration -Date 09/30/2013 Installation Instructions FL14569 R1 II )W0509- 03.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 R1 E PER 1398 6-13- 11.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida Is an AWEED employer. Copyright 2007 -2010 State of Florida :: Privacy Statement •, Accessibility Statement :: Refund Statement Under Florida law, a -mall 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 mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.fl.ue. Product Approval Accepts: IN R3 El http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquxTVBjriRcYg %o2fDEHW1... 10/20/2011 TFLW YN Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6.0 Oursweia SPTOLE OR MATRIX BOORUNIT tfIlLSONG COMPONENTS FROM Ofd`INC. AND ENDURA PRODUCTS INC. GENERAL NOTES ►, Tb S PRODUCT IS DESIGNED MOWRY MQt7t. INS d NT &ORM TIINDAG t E SASEOTTINES2#A;DANoSE4tEODATE: INGIONES NAV AND fr4S SEENEVALITA'TTE M ACCOMANCE THeR34.1.0vala TA 201-9* AST 4E.34La AS111OWNS mazes! AST 4E331-03 A5TUEt94A$ TAS%a3-94 AST14F28,41' EINVOVUESS SIMMERS. M1J$T8E ANCHORED PRCt?ENLY TO TRANSFER LOOS TO THE STRUCTURE. 2 PROAUCTARC110fd$$ALL SEASUSTED AND SPACEDASSHOWNOY DETAR.& ARCM EMEZINNSIT ►D EASE dtATERNL SHAN SE BEYOND WALL DRESSING ORSTB = 4. OFSIGNEDERESSLRE RA SEE TABLE L PAGE I. A THIS PRODUCT EMTS1 W W A T E R R I TS Fon BMT1i VELDCTrt NuN TiCANE ZONE 019,12) B. PRO= XES NOT REQUIRE SNUTTERS 1 RESE?ENTIAL INSULATED STEEL DOOR (CO MM to all tome conegtanst DOOR LEAF CONSTRUCTION: Fate sheets: 24 GA (0.021`mfn} Thickness. GaNanized steeEA -525 torerneeeki qu- etyAKDO per AVM 620with average retreinurn yid strength Fy(avejaipsE Core Deem: Speeded polystyrene Wlde La To 12523 Gamily, OP dam wen Panel Criss n: The save and sleeve panels any constructed from 2404 f0.021* Ogri)gotkaNN4 stNeLTtmtee sheets aWe and bottom ere bent t ° Over the tap BIN b:d mrte. The rtpISJ Me8SUIao 1ONOtx tsar vvide. The steel baffiamrat measures Tar Nana 1.6811' wide. Its etweeafOteSee t eaarerma tanned Ina athetalch ndtameablea which r oeLore x1:6 via The eBattitarogyie Wed ten wended pdysl►rer* The face sheets ea glued to Me The paneb No cutout-tat-2v two-Om CEO Main= ALLEN ftsie etbT1s eta 'glared wee tempered sAd1 7N8d On gout* eteet the Inacleadanjst ion an ealudefavraMarn astr�atai t 1 afe by Eras= Frame Consaucrar The hams ateex of liegelehred panetarrebs wee serbg44'( x1 -114`. The bead Jambs ate 6 BO and beltjoaredtb Pre spa jrtda and attached wtlta tfaae 1311604 7ft6' pawn xZ tong staples= Oath Bide. The hh Wte atraelel to the sda S e OOP 0) TWA 7116 • crovalx Y Staplees ease Nelda Glazlea:, CDL&aulated Re Is rev rovereq, thickness, RgotNIeTN pee or alar winpered¢fass:OX erspa a two(2)paredsofal,2,i' aftneieee e- ear PVB tyc.,t * APNesAAT sande9d9RV `plazeal We dre panels. 6 74' MAX. OVERALL FRAME WIDTH 36 1/2' I&tlL WVANN RAGAL EF ASTRAGAL BOLT iiEU # 12 zone�yva uurr 1xg1 SCAM ! �f —0- e `.is ,. °.ea • 0a;lm 7 , 1.1 ...1127101P111, TABLE 4 EEG NPRESSURERAINS WI PTV OMURA !!►►4 NAGOWE moo'''' SHEET TABLE OF CONTENTS TYpicoiL 2 3 4 6 " te11DAI. SECTpN &' Mu OF MATERIAL 1f41'Ff F3t1T CHOSSSEC16INS OPT10NALYX BUCK IN MASONRYA ETE VROS$ 8ECTiCN S 41426201101.0cAnoNt; CETAIL4 O ChithialtY -Signed by Alex Sp3trou Reason: I am approving this document Dam 201110.07 09:01:48 - 04 NOTES: -- ALL VIEWS FROM EXTERIOR. 2 - FOR HORIZONTAL ANCHOR IN 1X BRICK OPTION IN �iASONf Y 0EdICRETE- SEE SHEET 4 FOR DETAILS. 3 — FOR + + OR IN 1X BRICK OP1014 IN w T , SEE SHEET 4 FOR DETAILS. Ho ;or Cam°• �fl M(T "I 3./24, i .'4.**"ORt94 /m.1 6 HEAT,@ • i F .44/$ Nsiaa>m T w. EAG ma. anS. SAFFEU. MONO 00. .H0509 -03 see 1 Q - A C4ir N. is 80 3/4" MAX. OVERALL FRAME HEIGHT s O .i e , 62 5/B" MAX. O.L.O. 04 1 It ► r r ' 0e0 A a eh 0 0 0 1 rah as 5 0 e 0 0 A A f3 0 4 0 0 e 1 min. 80 3/4" MAX. OVERALL FRAME HEIGHT • �1 w EMB Q %Pm $ . 0 T e °j. IL Ai ' ' A nip � 1 -r 62 6/e MAX. D.L.O. 1-- '� �i�, -,•,„ 0 0e0 O©A ®aO 11e` � .. _ u • • el AA 0 1 ® ® 0 0 0 0 ' 9 r . 99 9,7917,4- FT 7,- .,.:., .44,4?", .4. •••. r '" -, • -! • licriv4 1 ,:i ' KS n. c e":44.1. r -1 li.:„.....::,,,it,::t.,,,,..,,,,..:,:!„,,,,,,,,,,,,,,,,,,,,,,,. .,,ry i ' h . ^ � . rt'a:o p"� m6 flt fps .. r, 3 I '"i i(i ". (j`t. t, y rC ., ue if 1 C ~[ ii >i 'ji f 1 1 }� f� w i '114 .. r �!� t� ' 11 kki s , ii iioj ri ',It 14 ,., , A.!, pitisi 2 21 ml .7 C. :A 9s .4�g�g K ,.. 1�tw HV II, 'ri'A. 1 >. t x w l , 1 � , # § li i g a � 1�tOtIUCi;WOOD EDCE IkPACT rs qtO �E i ' $$ JLITALFLP Nagle (.��'�: YitEll STEEL ODOR 6 —B Otl;SK7NG �rtxn'�ttt mo+s' �7t±Zi��ua C31F SINGLE OR DOUBLE 3737 lakePak Blvd. ilEfL9L 7•? 3 r'1R.,_ eE ] Zi?� prgr �[ As ueLw: Klamath Palis, Oregon 07 801 _ �:i(t A��%L' :A ____ 3`iF?i _ r VERi1CAL CROSS SECTIONS Ph. (541) 882 -3461 {`.Q° 5i i7 9111. OF Rt4TERML Paz (1411) 860.2809 SEE DETAIL A SHT. 7 uddi:idl: f/4 MM. SHEA WIN. SEE DETAIL A SIT. 7 1• ME. T' MIN, SEE DETAIL GG SHT. 6 Ida .1.: .r f UE a-.ir'ATApl'Y.CA IXTTA Ik�C~F,'_7 2 1(11F IERYA N177.'.3 te: MITIEMF717117.1107;7Z111111 mummer 1[111 .1011Mii=1EITIMI:72,17.11611111r.711131.M E l l a r O a 7 d Z : 1 1 7av; xi ir. C;, -E l ;:s ue allow rrz1 1ar11=11111tiq11111 I.R3=Rc 7f 71d?+i...r'J LI. SiiEsi3?;4111111' Walt iLI6%Z JiT7f ° 1F46 I I alt . ^z wZ y�. ryar;1 L - 1 _:-' 1 [ TAP. EI , x ..•1 1 calm',a aalT E tfijIK = nra,pcnvzt�� tizi1.1.1111111111111M., _3.. F7ltti +E II➢@a! rt.111 ELI at,: i LA N' E reg ilEiras411 -3Ei� MIL Dot. <<f raitztpiewitreArJ;CV,T,;.%,:z.,:pmumummumimmoimmirrail mi Ear ..fariEIM..,-,Wilir.,Kladt:tilAANI-1 PYJ!' i # i•rlts a sf tr.'V I�� � EDIM tL tuna L .S:A.il7iMAIL' : aa� ?- .a3.tl 1i NOTES: rn FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (nEMS 68 & #34). SEE SHEET S. FOR VERTICAL rd ANCHOR 1 X RUCK OPTION in MASONRY/ CONCRETE SEESHI ET 4 FOR NARROW OPTIONALLY, BS SCTION CF1 ANCHOR AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. p � aid / !1' AORkCOATAL CROSS Ste�,TIVN TYP. HOOD IASTdLLA17ON (SCAM ` 1/4 MAX. r SEE O£11141. A 7 1/4 MMA1L SIG/ 11/4' 133. OAT. DETAIL C SKIT. 6 SEE CETAtL A SHEET T 1 1- NAL 1N4 COAESUOITE MST (SCALE` 6 .1 -O' e 3 HORIZONTAL GADSS SHOTIIN TTh maws 1t4STALLITlON (1V8Si r -r -p'J NOMA C> AWL& FOSTERER SW OEM. F. 9 8. (11706 Or t4 ). a> LAM He OiAl1w me PRATES NOWT TO FSEA146. MTIt WOW= = MIT FtAIS OOMM LUTES aroaaa tear b FIAT 161p ma sews (I> st wax W owner MOM M Y MIL OPILVOL J/tr RN SWIM TAPCON. rry FOR TitPPCON 144SOMVY ARO ROOD SCREW MOW SPCA; (lTEUS j3 3 04). SEE ANGIOR El 1X OttaT OPTION EE Ii T/CIPCRE7L. SEE SHEET 4 FOR (T trENW.I MOM ita► Kt 00 (.za"S"-R.V Reviewel ade SECT1011 OF row OR AVE AS tart No 4.3433PIIK0 raawwosalc.aea tAerMd3T6 11MRItPAMK.RE 1=0 wpcmnOfaunciiSX 4 we 2/5/08 gum AS NOTED OHL 1711 OIL MS- SAFFEU oxalis war J70509-03 SKIS a7 !V Or ifigt 0 t I/r WMC 1/4' wa Dom& .2/5/08 sc$ S NOT D E��G�ALL oft eta Cedeaft 1+tiod ttEST.-RV A h /<� /ir fcMAWS (2) XC'AL& Y/z" -r-o^ istA1L A sow 8" ,pgrAIL B SCAL S" -1 ONS SUtiTC SCAM: 1/r .13 Mt Ali 04 z RANIDAO WOO smcv+1.aof.w Oa® ram 2/5/08 SAS N07FP ova, mr EAG one: SAFFELL oMo ta: J 08-03 sox A_ cam. Date Revteive& Cedifitice 0 eta• ?Noy - CYrt r-2 3 /1e- -.J j —1/16' arm) J L.J L. 0 0 WOOD IAMB PIM:ERJOINTED P /A'E SCALE .1 -0" 2 1/2" —1 0 CD TRACAL STR/RE PLATE SCALE 6' ?-0 9/16' RF.W!A 47l0 Z CA. r) BPRESSION WEATHERSTRIP QDS -650 X4L8? r SCALE' 6" =1 -0' r-- 3 I /8' ---1 17 anvRA ALUMIN SCALE 6- UM .1ST *C0" @ s ,. WOOD 3/16' -F—� L I --I1 106" TOP RAIL avA) MRCS STILE LYLJ H STILE LTL SCALE. 6" -1' -O- 1b TRRESRDLD (ENDUR.f) SCALE 6- .1 "-0" 18' AW Apr- STEEL ROD R YELLOW CHROMATE SCALE r -r-r 3/18" C -SI '"; 1-1 SE O WOOD INSTALLATION SCREW W/ 1 1/2' MIN. EMBEDMENT �,i WHEN AL1N G INTO WOOD SUBSTRATE AT HEAD ac JAMBS. 2-USE �8 x 2 1/2" PFIr WOOD SCREW W1fEtu INSTALLING INTO MULLIONS. 3-USE 3J78 t1W TAI ANCHOR W/ t 1/4 MIN. EMBED. I 0 WHEN INSTALLING INTO SUMMATE AT SIDELITE SILLS. UEFA!!. A - commonly, Aron SCALE" / Miens WWII x21/21 5/16' RACAL RjRE L,fTh Yw•��GE/Vct, MI NIdt. CALM SCALE. 6- .1.-0' 1 3/4- �-- —1 1' 1-777 MIL ALLEN PRAMS MIMA/ I,9t 6063 TO SCAM 6` -0" 0 0 p o La LL �mmo or� ° r � ft aK oCAm mo ■ 0 as c0 te giumssmou- ►qa 1100. .0004110000.41L40 mit" 001/ attt 2/5/08 ins NOTED 010. EAG Oft WS, EIFFEL! 00/00 ea JWOS49 -O3 Mar CertWorks ... It works FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PI-I 407.644.2366 FX info @certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74"x 80.75" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 & 6 <<ti4‘suur�r� 9� SPtl,,, `• �v,y�G E N 3F•. G .• 41' No 0 *; • .. • `. TATE OF 1v4 rst`5',GNA s- •% Digitally signed by Alex Spyrou Reason: I am approving this document '' _ 'fi Date: 2011.06.13 15:37:29 - 04'00' Alexis Spyrou, P.E. Florida No. 68101 4/441\ CertWorks ... ft works FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Manufacturer: Jeld -Wen Inc. Product Category: Exterior Door Assembly Product Sub- Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope; This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for leld -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company- manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limits of Use: This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1., This product has been evaluated and is in compliance with the 2007 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 2007 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. Alexis Spyrou, P.E. Florida No. 68101 Paget of 5 CertWorks ... It works FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date; 6/6/2011 Report No: 1398 Quaky Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330-02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: NI006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested In accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 4/11\ CertWorks ... It works FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date: 6/6 /2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" Into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 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 Negative Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 CertWorks ... It works FBPE Certificate of Authorization No. 28520 FL*: FL14569 Date: 616/2011 Report No: 1398 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door 16" r- ... I 1) i v ...'-',- .,?... 2 i N ! rn - — — U f. _ 6" 12 1/2- TIP I I I I I 1 6" TYPICAL 6" TYPICAL 74 " P. Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 ---r -- NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006255 -R4 10/14/2005 Sri u tu.l JELD -W0 J-104-3 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertifzcation.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD -WEN's "Steel Wood - Edge" Double 3737 Lakeport Boulevard In- Swing/Out -Swing Entry Doors Klamath Falls, OR 97601 w /ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: I0- 0.125" Temptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass . Frame: W- 6'2" Panel: W- 3'1" DLO: W- 1110" H- 6'11" H- 61" H- 5'4" 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 (Structural/ Impact)/ NCTL- SJW2011 -070 Expiration Date: September 30.2013 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 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildingcode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I., APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Isdge Opaque Outswing steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of A MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 08- 1015.05 Expiration D ate: August 15 , 2012 o' lit ri tog Approval Date: December 12, 200s Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11 /01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11/11/2001, signed and • • y R. •• esh Patel, P.E. (Submitted under NOA# 02- 1211.18) E -1 Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, Inc. (OR), NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 C—?1.4:4C Jaime D. Gas on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 JELDWEN® Steel 6L0' WOOD EDGE OPAQUE STEEL OHISW/NO QIPACTDOOR UNITS W ITH&WRNOYI'TSiDEUTES OENERALNOTES 1. MSS PRODUCT IS DESIGNED TO COMPLY NTH THE CURRENT FLORIDA BUDDING cos AND HIGH VELOCITY HURRICANE ZONE EMU' REWREMEVTS. 2. WOOD BUCKS BY coos MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USIED AND SPACED PER ANCHOR LOCATION DRAWINGS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEE[S THE WETTER REQUIREMENTS FOR HIM¢' ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SNEUIES. 8. SDEUTES ARE AN OPTION AND CAN BE USED iN A SINGLE CR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Contrrosn to ail trarne cardroro) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.0201 minimum thickness, Galvanized Steel A -525 commercial quality - AI(OQ per ASIA 620 with average minimum yield strength Fy(ave.)=24,600 Psi. Cam rr Expanded polystyrene with 1.0 to 1.25 ibs. /cf dencity, by JEID -WEFT, NC. Door Panel Construction; The active and inactive panels are constructed from 24GA. (0.020' min.) galvanized steel. The fate sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67' wide x 1. 042' high The steel bottom rail Is roll formed 0.021' galvanized steel measuring 1.67' wide x 121' high. The sides of the face sheet we roll formed onto the LVL latch stile and Ponderosa Tire hinge stile which measure 1.67' x 1.0'. The Inferior cavity is tied with polystyrene. The face sheets are glued to the polystyrene. Fixed tile Conet; The each Is constructed from 2460. (0.020' min.) galvanized steel. The edges of the face sheet are bend 90' over the polystyrene core and glued to iL The mdeRe panels are routed to receive the CC. Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed w/ QSD glazing compound on the exterior. Frame Construction; The frames are constructed from Ponderosa Pine jambs meamNng 1.25' wide x 4. 5625' deep. The door and sidefte head jambs are mortised and butt Joined to the side jambs and attached with (3) 16GA, 2' x 7/16' crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041' deep x 1.0' high The threshold Is attached to the frame with (3) 16CA. 2' x 7/16' crown wire staples. TABLEOFCONTBVTS SWI DESCRIPTION 1 GENERAL. NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS J .875' TIP. 74.5' MAX. 0A1 FRAME WIDTH T .125' 38.625' MAIL OA 3• MAX OA VADTH PANEL AGAL Patna. WIDTH W /ASTRAGAL El Pi n INACTIVE ACTIVE •- v v 80' MAX. OA PANEL HEIGHT 8125' MAX. OA FRAME HEIGHT 0.625' 37.75' MAX OA MAME WIDTH 875' TYP. 38° MAIL O.A. PANEL WIDTH 80' MAX OA PANEL. HE NN 81.25' MAX. 0A FRAME HEIGHT 0.625' IGOUBLE DIMING IMPACT UNIT (XX) EIEWED FROM EXTERIOR OGLE OWNING IMPACT UNIT (K) MEWED FROM DT Et .75' TIP. 80' MAX. OA PANEL HEIGHT 8125° MAX OA FRAME HEIGHT 70.25' MAX. OA FRAME WIDTH .75' MULL BAR TYP. .875' 36' MAX OA TYP. PANEL WITH ®® v 15.5' MAX. 0.4 SIDEUIE FRAME WIDTH 14' MAX. OA PANEL WIDTH 0.75' -' 0.625' 107' MAX. OA FRAME WIDTH - -- .125' 75' MULL 36.625° MAX. OA BAR rfB. PAM. WIDTH 36 MAX. OA W /ASTRAGAL PANEL ®® ACTIVE 6' MAX. OA D.L.O. IWIDT H 63.125' MAX OA 01.0. HBENT SINGLE OL?HG iMPA„ri UNIT (0X01 WI NON - IMPACT SDELIES MEWED FROM EXTERIOR 15.5' MAX OA SIDEUTE FRAME WIDTH 14' MAX. 0.4. PANEL WIDTH 80' MAX OA PANEL HEIGHT 6125' MAX. OA EWE HEIGHT 0.75' 9)OIE OOIR MOT (6 O L EL 0XO) 87 Ps1 -70 psi I ;/WO 1@1 -OBACT SUES .- 6' MAX OA D.LO. WIDTH 0.625 PR 1 CT:REVISIM7 a amai rlvR evNdt IFS Fkaidw B°.uid:EECods Artsa No •'' - D -0$ Eva= ,.,„. Division 61125' Max. OA D.LO. NEiGIff Q pOUBLE OUTSWING IMPACT UNIT f0XXO) WI NON - IMPACT $IOELRES MEWED FROM EXTERIOR a2-1 • zmagi � NORZ' N to SR in s Florida Erlo lEolson P. E No. 41323 'o tape e.meee of wowaesrm re. mean Prepared By: ArnIII PTO; L C Phouat 321 -690 -1788 Fare 321- 690 -1789 cue 9- SCALD N.T.S. cwa. en JWJ sac er: S: SAFFELL DRAWING NO.: S-2104 sew 1 of 8 1.50" MIN. 0.25° afa MAX. SHIM CONCRETE/ MASONRY BY OTHERS EE DETAIL ON SHEET 5 81.25" MAX. O.A. FRAME HEIGHT 1.75° MIN PANEL THK 80.0° MAX. . O.A. PANEL HEIGHT SEE NOTE 9 ON SHT. 4 1.34* MIN. EMB. .625" 1.75' .50° 1411144 CONCRETE/ MIN. EDGE DIST. 1AASONRY BY 017-1E0 VERTICAL CROSS SECTION \..g/ WITH HIGH DAM THRESHOLD mAsONCONCRREITTI 1.50" BY OTHERS MIN. 0.25° l• ingloodill MAX. SHIM ) ON SHEET 5 EE DETAIL SEE NOTE 6 ON SHT. 4 SEE NOTE 3 ON SHT. 4 1.75" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 81.25" MAX. O.A. FRAME HEIGHT 0.125" MIN. GLASS THK. ihn.2 SEE GLAZING DETAILS. SHEET 7 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHE 4 SEE NOTE 8 ON SHE 4 80.0 MAX. O.A. PANEL HEIGHT SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON T. 4 1.25° MIN. EMB. .75 .50° MI MIN. EDGE DIST. VERTICAL CROSS SECTION V.1 AT SIDE:UTE SASH CONCRETE/ MASONRY BY OTHERS lI 0RCRIPTION AIM& I DOOR STEEL FACE SHEET 240A. 0.020"Mal.) NM. 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB (FINGER OENTED PONDEROSA PINE) WOOD _ ° • ;1.11 1 • t •;.. ,.._,?; w. ......awo.laaLoAaca..2:G. DOOR LATCH STILE LVL OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM BRAD TRIM NAIL 160%. X 1°_(FOR MULUON CAP) STEEL I COMPRESSION WEATHERSTRIP FOAM DOOR TOP RAIL LVL It) IMIrlariElEF4 .1... DOOR HINGE STILE FINGER J NTED PONDEROSA PINE PFH WOOD SCR .II.n•• LOCK BLOCK FINGER JOINTED. PONDEROSA PIN WOOD • 3/18" ITV; TAPCON ANCHOR W./ 1 1/4" MN. EMBED. = EXPANDED POLYSTYRENE (1.0 to 1.25 Ibld DENSITY) BY JEW-WEN NOT USED - • 2x WOOD SUE. BUCK • WOOD • SHIM (0.25" ott. MK. HIGH DENSITY PLASTIC OR GREATER) - - STZEL., KWIKSET 400 SERIES KNOB: - . ' .. FarrENIEFEWAL_ 24 KWIKSET TITAN 70a 2. ES' 0 ' 'sou NOT SHOWN El_ STEEL. STEEL •ii,031rosi, LITE FRAME1111■11111111111111.111 's x 2 PFH WOOD: SCREW 25 .6 x 2 1/2" PFH WOOD. SCREW 26 #10 x 1" PFH WOOD SCREW (IMPERIAL. ASTRAGAL TO DOOR) STEEL STEEL WOOD 27 #10 x 2° PFH WOOD SCREW 28 MULLION CAP 29 SILICONE CAULK (CR LAWRENCE 33 C) SILICONE • GLAZING COMPOUND • 0 BY ODL SILICON TRIM NAIL 18GA x 3 4 FOR 3 8 QUARTER. ROUND. STEEL FIBRAD 3/8" QUARTER ROUND SIDEUTE STOP WOOD STA CORNas :..1_, A- JP ' 42 •...R ;,• #2,.. - MOP GLASS SCHLAGE oe SET 0•J■1■11111=11111111111g11 SCHLAGE DEADBOL .'=EMETTATIMIIMIIMIIIIMINIMEigTilll. I IESSIDELTTE a. FACE 381igleAr0.020 M .smaillIMINIUNAMI 1 8 TEMPERED GLASS BY-PPG' " — ' • 'DL UTE FRAME SG (SPARTECH POLYCOM PPS= C13) POLYPROP. PRESSURE TREATED • BAR 3.4"x 4 9.1. x 81.1 4 T. ,m, pi ALUMINUM EXTRUDED - . .. - BY IMPERIAL . WA E911.9111.2.11f.leilLa):11111,3 In311tQL4Lrealk-14.24,111=1.1■1010 ASTRAGAL .S7R1 • PIA : . I ,PERiAL laill IN Sit 7 FRAME KAM SILL AND • ,.- FINGER JOINTED . PONDEROSA PINE) tiooti 44 45 UTE FRAME BY TRINITY FOR 1/2" LOU. POLYPROP. 46 1/2° INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 47 n az_k. :,, at, k 1.• ;. " :.-1.- POL.G6t. . GLASS 48 1 I . LA D '3-34 e -,. IlY TRINITY AMPAC 49 UTE FRAME SCREW ;6 x 1 1 2 LONG PANHEAD BY TRINITY 0._ 50 GLAZING COMPOUND DOW 1199 SILICONE 51 #10 WOOD INSTALLATION SCREW W./ 1.50" MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE • STEEL PRODUCTREVMMD mcoollyhtandhenft* 13,124:zaC253 • S•05 fly 2.12241 Divisicm PRODUCT REVISED escomplyingwawiththeFlaitda sadug Accep2o22N907-0 _ • - H 8 r21. C1 0 02 Edo & alZ19 FIerEtto P. & No. 41523 1535 Coominteit. 5.59 4:25 Rooktate. flortdo 32955 ROE &Mob Sattedzallas • UM Prepared Ety: MINAIWINSE4111111 41.111.1, PTC, LLC Phone: 321-69D-1788 Fax 321-690-1789 11Ale 9- 1-0 SC&& N.T.S. .BR ,89J CH& frfs a SAFFELL mumttoteJ S-2104 si*Er or_8_ eecos ® O© o e e m e rv�e L, the F!®ida 1.75' MW. PANEL TTIC 4k1; SEE DETAIL 5 ON SHEET 5 SEE DETAIL 5 ON SHEET 5 CONCRETE MASONRY BY OTHER 0.25° MAX. 1.50e MM SHIN ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK JIJ. SH1 V,1 OH T. {. ASTRAGAL THROW BOLTS (2) TOTAL, (1 EACH) 0.31' O 4 x 9.0° W. AT TOP & BOTTOM • • ///////////[/ .' / //% • / %� i Iiil 1.75 MIN PANEL THK SEE NOTE 1 SHE 4 ASITNALIME▪ ILL▪ AITACIABI NOTE ITEM 24 NOT SHOWN THIS NEW FOR MARRY. PRODUCT REVISED a paying with the Fhmlda Bending Colo Acx°,rann No is - 01 oS s - Sly _... .. M1YbYai Dirsioa Prepared By: rEN HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL C7T8) Perks P. C. tip. 41323 1635 ComplIFCCittritt Suite CM 1'2 ORBeab of 1Wma9e0m I. a-M PM LW Pitons 321- 690-17B8 Fax 321 -690 -1789 Glee sues N.T.S. ax BE S. SWELL DRUM o axis 3-2104 aBET sT tmA_ L. .1, ),Afy,....;/:./...,:..,.... //////////////////5.. - . •+• `• • • . ..1 • SEE NOTE 1 SHE 4 ASITNALIME▪ ILL▪ AITACIABI NOTE ITEM 24 NOT SHOWN THIS NEW FOR MARRY. PRODUCT REVISED a paying with the Fhmlda Bending Colo Acx°,rann No is - 01 oS s - Sly _... .. M1YbYai Dirsioa Prepared By: rEN HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL C7T8) Perks P. C. tip. 41323 1635 ComplIFCCittritt Suite CM 1'2 ORBeab of 1Wma9e0m I. a-M PM LW Pitons 321- 690-17B8 Fax 321 -690 -1789 Glee sues N.T.S. ax BE S. SWELL DRUM o axis 3-2104 aBET sT tmA_ 00s t2 Q8 'Me NJIZe■ 1.75• 11I4. PANE. THUG SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHT. 4 S NOTE 2 ON Sift. 4`y SEE NOTE 6 014 SHT 4 qtg ltH SEE NOTE 5 ON SHT: 4 SEE DETAIL 5 ON SHEET 5 0.75' SEE NOTE 5 ON SHL 4 HORIZONTAL CROSS SECTION 4 AT SIOELITE TO LATCH JAMB NOTES; 1. SPACING FOR HEM 126 THE 110 x I" PEI SCREWS ATTACHING THE OWPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN &THE BOTTOM UP,' 10" _ 2.5; 4.0; 5.5; 13.0, 18:0" & 2 &0 ". 2. SPACING FOR REM 123 THE 18 x 1 1/2• PIASCREW IS AS FOLLOWS: TOP & ROTTOM. HORf70NTALLY. SITF.UTE PANEL: 3E.• 114 FROM EACH CORNER. gitaftEgLAVRMILL21LIELSOWILEAKIA, 3.O", 13.0 2&01,. 39:0: 52.0" & 63.0'." 3. SPACING FOR ITEM 131 THE 16GA x 3/4 BRAD WRlM NAT. ATTACHING THE QUARTER ROUND TO WE SIDEHJTE'AND ITEM 19 THE MCA. X 1" BRAD TRIM NAIL. ATTACHING THE MULLION. CAP 10 THE MULLION BAR VERTIC4L Y, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROWWNOJ 1.25" al FROM EACH CORNER WITH (1) NAIL MID- SPAN • ON DE SIDES CALL( Mx BOTH 3/8" QUARTER ROUND & MULLION CAP): 1.25'• FROM EACH END & SIX MORE EQUALLY SPACED ON THE 4. WIE11 ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACIUNG THE STRIKE PLATE TO THE JAMB AND SIDEUIE JAMB AT THE MULLION USE ITEM 124, A 18 x 2- PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH MCAT. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEIJTE PANEL IS SECURED INTO THE SIDt11TE JAMB W/ REM 129 SILICONE CAULK ON TWEE SIDES AND 3 /B" QUARTER ROUNDS SECURED WDN LIEN 131 BRAD 1ITIM NAILS x 3/4' LONG. 7. WHEN ATTACHNG THE HINGE 10 THE JAMB AND BUCK USE REM 127, A 110 x 2 P111 SCREW. WHEY ATTACHING THE LUNGE TO THE JAM8 AND SIDE.RE JAMB AT THE MULLION 115E ITEM 114, A 110 x 1 3/4" PEN FLOOD SCREW. & SPACING FOR RA! 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME ) 6 AS FOLLOWS: S10ELRE HAEFRAME FROM THE TOP 001114 VERTICALLY: J.25 ; 1&0625. 328125 ", 47.5625" & 62625". SIDELIIE UTEFRAME TOP & BOTTOM. FROM NNE LEFT: ONE (1) SCREW AT 4.4375' 9. ALTERNATE CONCRE7E/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT 0R OWNER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO WroOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN INSTALLING INTO 4.411111016. USE REM 116 WIHEN ISTAL16JG INTO CX TE/MASOMRY SUBSTRATE AT SIDELRE sus. CONCRETE/ BY OTHERS SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION \-5.1 AT SIDELITE TO HINGE JAMB 0 ®0N SHHT..43 OGG 0.75' SEE G1AZNNG DETAILS, SHEET 7 in_O1EUCTt EVISED rs rari bind with Mc Fblida r"DEldirg Coda As'•.Eri DiviAws SEE GLAZING DETAILS, SLEET 7 5 '.��III1 SEE NOTE 2 ON SIT. 4 0.125" MIL GLASS NC. EXTERIOR INTERIOR a SEE NOTE 6 ON SIT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION AT SIOEUTE TO BUCK Prepared Of e U CATS 9- 1 -0 SCAM N.E.S. 0.25 - MAX. SHAT 1.50" MIN. E EIED. Erb e: taf.1`5) Medd P. E. No. 41327 1533 CogalpOPTClibleid, Sibs C25 Recidedge, Florida 32055 1EP3 520556 K kieweiseksa NC. 25235 e 32 Fhsn21 321-690-7788 Foe 321- 690.1719 a JWJ aac sn S. SAFFELL m,1WNxt NO.: 5-2104 suer aP_ft- 81.25" b1A1G O.A,. FRAME HEIGHT lai- r Gem 74.5' MAX OA FRAME MOTH SEE DETAIL. 2 ON THIS SHE 5 SPACES 0 13.85' 111 9' 1YH? 1, ►-C TYP I I Tw ►-3' TYP. 111 SEE DETAIL 5 ArON THIS SHT. ! 1 5.50' I 1 \ / 36.625' 7.375%s r 31' .31' ON ran DOUBI.E DOOR WITHOUT SIDELIfE5 ANCHOR LOCATIONS YIEWED FROM IMEJPIOR QETAIL 2 - 0 HIEAD .MMB ASTRAGAL S1RRE PATE 0E7AR 3 - 0 THRESHOLD ASTRAGAL STR1 PATE SEE DETAIL 4 ON MS mfr. 70.25' MAX 0A FRAME WID1H 81.25" MAY. FRAME HEIGHT SEE DETAIL 6 ON THIS SHf. Imo. 36.625' 5.50' I HINGES 1D JA189 & DOOR J(. r TYP. TYP. --I n" SIR6IE RATES TO ASTRAGAL 7.375' 3 TYP. r TYP. Ski SEE DETAtl. 4 ON THE SHL PRODUCT REVISED ES complying with the Florida _.n ar9 ;R1'k' Tali nlviiaa r 5.50' I 4,01 i;UL. ,1I$(.1); SEE NOTE 4 SHEET 4 STS RATES TO JAMB COUN FRSINK FOR INSTALLATION ANCHORS Ede S. `! "(67 Florida P.E. No. am 1535 CagasslIFirltritaCt. adt0 C25 i08 armed. d AYaefmBm m. Was Prapmed Bp. gaurriCr 321-690-1788 Phone '111788 Fax 321 -690 -1788 9 -11-01 scola N.T.S OM. es JWJ are. ea S. SAFFELL BRAUN No: S-2104 -FAO asa 4012 -S rON _ -.- 11M 3 vs Yea rcMrr aew TIN arcs 10-i1 -6 auto 69Li-059 -175 XD! 99L1 0969 1 mid pamdati al .pmppgr WORM WSJ Viter c9/$061 OD 1d nil CLCN 'ON 3 'd eDleli 4A C !Pt r T -415 ?1011131NI NOW 0314.11A SE55711701:51TEMIMMTERMVIS mamma o�n , etaira OeR- EI SE'SI' 'iop[0:1m4o3ay Ojai 2V{Y Tg aP!mid ram ttrA clam ea aSSIAMI.I.3na nld 133HS NO 4 71V130 33.9 wolsrAKI Io4ua0 smpal, �e Se to /Wald�49 lm4 � aasIAa .urlaoad .if I_ HUM AM YO 7141 Ana. 9 133fS NO_ 9 7W130 33S d01d3l19 ROW 039314 S EMS NO f 71V130 339 ell i 1 1; 1 i 1 :5ZS9.9f } 11 19 0 g ©J it 9 I it , I I 9133HS NO —9 MSG 339 4133HS NO 9 310N 33S ?' dRi PIPP45 11 1 III I.o9 , III 9 dAl (94111111111 I II AI .f — ddl.9 -- VAL .14'ft d L .1191 9133HS NO Z W130 33S 'AL .2 .91, HIM 31Ndi YO "X01 JO! .99'91 0 S30VdS d11 .9 • Aer lane �E_- INTERIOR $LAZING DETAIL j ODL LITE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTECH POLYCGM PP5530 C13 0.250' AIR SPACE X0.50 GLASS BTE SEE NOTE 8 ON SHE 4 C. 31 ; '1,. '7G71 0125 TEMP. .25' x GLASS INTERCEPT STEEL SPACER INTERIOR PRODUCT REVISED as a ply:mgwishhaFlorida Bcflcng Cads Aceatana No • : - 0 By Miami °are , a „ Ccntxol Division OK. 8r: SAFFELL 1.6-r 121. ,-;A 002LIQEMILAIL 24GA (0.0211 STEEL f.64e •0431' O 013162 S E JIMQ3 STEEL101121LM. MOF x 3.0 LONG r1.50.1 062" -1 1.75' ASIR= HAS TWO 93125" DIA. x rLONG BOLTS; 1 Mit TOP, 1 011 BOTTOM —I 1.02* I- ® 808385186344MMIUMINLI11 1.67' - Le' 1_7. • /./* 1.00 /. ' 0 MUM= FINGER 10911U) PONDEROSA 009128,-02121LE ME WOOD LVL 58 0.50' 0.83" comegszbuandose K'Y SCHLEGEL 0-LON CDS 650 1.25" r% 0 al)apaumagfeum (IMPERML 0,125 sTEEL) 11.875" 0.4e OIXOLIOLLE. r_ 1.54° Th Hzo. C ;/2" IA Tom LITE FRAM POLYPROP. 1.74 0.67' L ®14"311451Laa 0.58" 2.14'1.01' I 1 . WSTRLIA1E.TEPIA SHE 1 1 CIA. VARIES WITH HARDWAILE USED ___812120.1012L1= V.:26114081 JOINIED PONDEROSA PINE TJ 1.042' 1.757 -4: 2.52' O. LG. TRINITY LITE FRAME POLYPROP. 0275* 0275" 4:\,3fir QUARTER ROUND V...9 OWE STQ9 erg- t.37e 1-40. (;„N IIIILUON CAP (81.25 LONG) PRODUCT REVISED ,..•• • as complying with WC Flan& Acooponca No • 1015.05 Dolan .1 AMC/ 4.00' Division 1,1oduoiCazcol L040" LI0.00r 1____ (5.) utta utigullaua4.000" ig x 4 x 0.097" TWC STEEL 7,1 a58. I---- 4.041' I —E-1- PRODUCT REVISED as complying with tha Florida Bandiog Coda ByExPludimAtcePumce rSNapil_,,dr: cauto."-IT Division 0.12$ ' I— 1.75' —4 2.62" Cy/8" S.O. 001. LGE FRAME POLYPROP. rJLjL ®21121"A6218221"CLIBBEM.,‘'VaRUDED ALumagr,P • • WITH —woe; PEMKO INSERT 14 8 5 ,es Floridan.% No. 41313 1N31 c� st. liullonsern Ovrelloits or soliodsonoo ma me Prepand MC. LW Phenix 521-690-1788 FGE 321-590-1789 01111 9- 7_0 SCAD 000. 90 JAI DK 011 S. SAFFELL BRAM Ms S-2104 sHEEr -A_ eV 8 ti a i ti 3058995528 » U tit ce A N M N �r- SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE Phone: (305) 981 -2959 12055 BISCAYNE BLVD Salesperson: JMJ675 MIAMI, FL 33181 Reviewer: O I- 0 O J (I) Nacre COIRIN CATHERINE REF # 101 STOCK MERCHANDISE TO BE DELIVERED: None Yhcre (305)733 -2037 Address 140 NE 104TH ST QTY UM Week More TAX PR yj AO EXTENSION Oz rnvaiy rime ati MIAMI SHORES 2.00 EA -km c 'Gwm' GARAGE AND LAUNDRY DOORS N stare FL Zp 33138 -2029 C01nry MIAMI -DADE Page 1 of 7 No, 6322 - 188804 REPRINT 2012-01-24 13:17 INSTALLER DELIVERY #1 weres�vethedghttolimitth equantifiesofiner:handise MERCHANDISE AND SERVICE SUMMARY sold lo«,sromers REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTION TAX PR yj AO EXTENSION R04 191 -209 2.00 EA CASE SET WM327 PFJ 11)16X2 -114 N $13.29 $26.58 R06 155 -400 6.00 EA 1X6 -8 PT APPEAR WEATHERSHIELD 1a $4.97 $29.82 S/0 - MDSE TO BE DELIVERED: REF # S09 ESTIMATED ARRIV -I -'s 141. : 02)1412012 P.O.4 225574T4 REF • SKU QTY UM DESCRIPTION TAX PRICE EACH EXTENSION 50901 665-683 1.00 EA 1 o 32112" X 79 1/4" - D, R.O. / (#1}<> �1 - t BI.t BQIQAPRODUCTCATEGORY =ENTRYDOORS,QAMA 1,1 ` +, • - ER =JELD• WENWINDOWSDOORS- DOORSYSTEMS ,QALOCATION= CORALSPRIN p rStt,, 0, .1 OCATIONPHONENU MB ER _1.800.925.3667,0APRODUCTTYPE- 1,i4, ea •• RS,OAMATERIAL=STEEL ,QASYSTEMCONFIGURATION =DOO -��1 ++ / • RSLA N N I $349.48 S0.00 „ CONTINUED ON $349.48' $0.00 NEXT PAGE *•' S0902 665 -683 1.00 EA / (CONTINUED) / (CONTINUED BS,OAPRODUCTCONFIG _LAR -` NGLEDOORUNIT.QADOORHANDING =LEF T,QASWING= LEFTOU \ I SWING,QACUST•' . r N ' ON= YES (FRAMEJUNITMEASUREMENTS),QADOOR - SLABWIDTH -.• ', v., ETUNITWIDTH= 31112 ",QAROUGHOPENINGWIDTH =321 /2 ",QAD • • -S ; - GHT =771 /4 ",QANE —,(IA Check your current order status on line at www.homedepot.comforderstatus Page 1 of 7 No. 6322- 188804 Indicates item markdown Customer Copy 0 w 3058995528 » c) W N mr- SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: COIRIN Page 2 of 7 No 6322- 188804 INSTALLER DELIVERY #1 tom) REF #101 S0903 665 -683 1.00 EA / (CONTINUED) / (CONTINUED)) N $0,00 $0.00 TU N I T H E I GH T= 78314' . QAR O1J GH O PEN I NG HE I G HT= 79114 ", QA EN ERGYSTAR =Y ES,QAPRODUCTL INE= NONE,QADOOR FINI SHTYPE= NONE,QAOV ERHANGFLYE R= NO, QAPRODU CTSTYL E=6- PAN E LDOO R,QADOOR BOR E =DOU B LEBO R E,QABOR EBAC KS ET = 23/8',QAH I N G EFINISH= PRIMEDWHIT QADOORVIE S0904 665 -683 1.00 EA / (CONTINUED)j1(CONTINUED) WERIKNOCKER- N $0.00 $0.00 INSTALL E D=NO, QAJAM BW I DT H= 49/16" , Q AJ AMBS P EC I E =F I NG ER- JOINTEDPRIMED,QAWEATHER- STRIPTYP E= COMPRESSIONB RONZE,QABRICKMOLDSPECIE=FINGER- JOI NT E D P R I M E D,QA B RICKMO L DT YPE =WM 176, QASI LLTY P E =FI X E D, QAS I LLWI DTH=49 /16 ", QASI LLF I NISH =AL S0905 665 -683 1.00 EA / (CONTINUED) / (CONTINUED) UMINUM,QAKICKPLATE- N $0,00 $0.00 INSTALLED= NONE,OAREORD ER= NO, QASKU= 665683/SFOJWEXTCUSTOMST21 -28D, CHECKSUM= 417001EO!6PSTEEL3080:321/2" X 79 114" - D. R.O.IBMI GENERIC= D601070,GEN_ID= D,GEN_PRODCAT= 6,GEN_CONFIG =01,G ENPRODLINEA37,GEN GLAZING =0,U S0906 665 -683 1.00 EA / (CONTINUED) / (CONTINUED) N $0.00 $0.00 NTY= 003, UNTS= 9,UNTF= B,ACTB =2, PACK= 0,D1:HN DG= L,01:THKN= 7,D1:LKBL= W,D1:WIDH =0206, D1:WPRF =14, D1:HGHT= 0606,D1:HPRF =34,D 1:SPTY= 2,D1:SP PN= 6,D1:SPSH= SK,D1:INTN =1, D1:SWEP =0, D1:FNSH= 00,D1:PTYP =00,D 1 :PLOC= 0000 ,D1:INO1= O,D1:INH1= 0000,D1:MC S0907 665 -683 1.00 EA / (CONTINUED) / (CONTINUED) N $0.00 $0.00 H1= 00,D1:HDW1 =00,D1 J3ORE =0,01: BKPS= 1,D1:LKPS= 440,D1:LKBS= 24,D1:LAP L=10,D1:D1 LK�G,D1:D1 BS= 24,D1:D1 LP =2, D1:D2LK= 00,D1:D2BS= 00,D1:D2LP =0 ,D1: HGHG= 3P,D1:HGSZ-_40,D1 :HGRA =5S,D1:HGTY= NP,D1:HGFN =PR, D1:HGDP = 10,D1:HGP1 =0634,D1:HGP2= 3600.D S0908 665 -683 1.00 EA / (CONTINUED)1(CONTINUED) N $0.00 50.00 1:HGP3=6514,F1: UNTY= 003,F1:UNTS= 9,F1:UNTF =6,F1 ACTB= 2,F1:THKN =7,F1:H DW1= 00,F1:1-iGHG= 3P,F1:HGSZ=40,F 1:HGRA= 5S,F1:HGTY= NP,F1:1-13 FN =PR, F1: HGDP= 10,F1 :HGP1 1634,F1:HGP2= 3600,F 1:HGP3= 6514,1=1 :HNDG= L,F1:JAWD=4 9/16.F1 :JATY =K2, F 1:JS P E =PR. F S0909 665 -683 1.00 EA / (CONTINUED) / (CONTINUED) N $0.00 $0.00 1:JACR= D,F1:JART =0,F1: JAWS =Z,F1 :JASI= DA,F1:JATE =B3,F1:JAFE =PR, F1:JATI = 00.F1:BMSL= NO,PANEL PC= 6P, ST ORENUMBER= 6322,STORESTATE= FL,BYO = 1,MKT = =2,ENTITYLIST= EX- DO -MY -ET ,ENTITYFOUND= NO,MQSENT =DQ, ENTITY =, VERSION= 2.22.1,DATECREATED =J AN 17 S0910 665 -683 1.00 EA / (CONTINUED) I (CONTINUED) N $0.00 $0.00 2012,PRICECODE=6PSTEEL3080 ,REORDER= NOIEM!!BC!PLANT CONTACT NUMBER : 1.800.925.3667!BICICOMMENT- CODE = LOCATION, COMMENT - TEXT= GARAGE SIDE DOOR!EIC1!EC!!EI! 1 BASE 1 CUTDOWN 1 BACKSET 1 HGFN S0911 665 -683 1.00 EA NA I CUTDOWN / `ATT TO f #1) *DOOR CUT DOWN: N 50.00 $0.00 50912 665 -683 1.00 EA NA / BACKSET 1 *AU TO {# 1 }`OUT - SWING:. N $0.00 $0.00 1 *4* CONTINUED ON NEXT PAGE ' Page 2 of 7 No. 6322- 188804 Customer Copy ti M 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: COIRIN Page 3 of 7 NO. 6322 - 188804 INSTALLER DELIVERY #1 (Continued) REF #101 S0913 665 -683 1.00 EA NA / HGFN / *ATT TO #1 'FINGER-JOINTED PRIMED WM 176 BRICKMOULD: N $0.00 $0.00 S0914 933 -166 1.00 EA 1/2 lite 2 pane )1;2 lite 2 panel S/O JW EXT ST IMPACT GL 11/2 lite 2 panel impact glass, unit 35 1/2 x 78 3/4, double bore, std backset, 51/4 pig jamb, right outswing (code c), wm180 brickmold, 51/4 al threshold, quote 6322- 0117ss 2.22.1:: N $622.54 $622.54* VENDOR - SPECIAL INSTRUCTIONS: MERCHANDISE TOTAL: 1,028.42 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE 50901 INSTALLER WILL DELIVER MDSE T• . SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL SIO MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. INSTALLATION #1 REF # 101 ESTIMATED INSTALL BEGIN DATE: 01/1712012 ESTIMATED INSTALL END DATE: 02116/2012 MERCHANDISE TO BE INSTALLED: REF # SKU QTY UM DESCRIPTION R04 191 -209 2.00 EA CASE SET WM327 PFJ 11/16X2.1/4 R06 155 -400 6.00 EA 1X6 -8 PT APPEAR WEATHERSHIELD 50901 665 -683 1.00 EA c> 321/2 X 79114' - D, R.O. S0902 665 -683 1.00 1.00 EA EA (CONTINUED) (CONTINUED) S0903 665 -683 50904 665 -683 665-683 1.00 1.00 EA EA EA (CONTINUED) (CONTINUED) (CONTINUED) S0905 S0906 665 -683 1.00 S0907 665 -683 1.00 EA (CONTINUED) S0908 665 -683 1.00 EA (CONTINUED) S0909 665 -683 1.00 EA (CONTINUED} "' CONTINUED ON NEXT PAGE"' r O Page 3 of 7 No. 6322-188804 • Indicates item markdown Customer Copy .o 3058995528 » C7 w W U SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: CORN Page 4 of 7 No. 6322 - 188804 INSTALLATION #1 (Continued) REF #I01 S0910 665 -683 665 -683 1.00 1.00 EA EA (CONTINUED) CUTDOWN S0911 S0912 665 -683 1.00 EA BACKSET S0913 665.683 1.00 EA HGFN S0914 933 -166 1.00 EA 1/2 lite 2 panel WO JW EXT ST IMPACT GL BASIC INSTALLATION LABOR: SKU DESCRIPTION OTY UM TAX PRICE EACH EXTENSION 523 -672 EXTERIOR DOOR FL- NAT /PRE -HUNG DOOR UP TO 36X96 1.00 EA N 6287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION OTY UM TAX PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)/ INSTALL ADDITIONAL NEW PRE -HUNG DOOR UNIT UP TO 36X96 (APPLICABLE ONLY DURING INSTALLATION AT THE SAME ADDRESS AT THE SAME TIME)/ 2.00 1.00 EA EA N N S15.00 $240.00 S30.00, $240.00 11 INSTALLATION SITE NAME: ICOIRIN, CATHERINE INSTALL LABOR CHARGE: $557.00 ADDRESS: 140 NE 104TH ST TRIP CHARGE $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 -2029 CREDIT FOR DEPOSIT/MEASURE: 650.00) COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N ` INSTALL TOTAL DUE: $507.00 PHONE: (305) 733 -2037 ALTERNATE PHONE: (305) 608 -9505 INSTALLER SPECIAL INSTRUCTIONS: Iaund and side sera .e doors BASIC INSTALLATION LABOR INCLUDES: ' PRE - INSTALLATION AND JOBSITE MEASUR E FEE APPLIED TO ' INSTALL NEW INTERIOR CASING AND EXTERIOR TRIMMRICKMOLD PURCHASED INSTALL OF THE NEW DOOR WHEN THE CASINGITRIM 1S THE SAME SIZE OR • DELIVERY OF DOOR AND ALL JOB RELATED MATERIALS BY 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 ?2X98 INCLUDES DOUBLE DOORS AND DOORS ° INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF WITH SIDELIGHTS •" CONTINUED ON NEXT PAGE •" N M N c Page 4 of 7 No 6322- 188804 Customer Copy 0 "0 3058995528 » W W I[t O SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: COIRIN Page 5 of 7 No. 6322 - 188804 INSTALLATION #1 (Continued) REF #101 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 [NCLUDING INSTRUCTIONS ON 'DRILL H01.E IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE EXISTING DOOR UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE - HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM UTE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS/WIRING PLASTER. DRYWALL OR SIDING WORK STRUCTURAL WORK STUCCO PATCH GREATER THAN 4", PAIMT AND STAINING ELECTRICAL WORK INSTALL ALL AMERICAN DOORS SPECIAL NOTES: • IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT • THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE • AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE RESPONSIBILITY OF THE CUSTOMER. DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE • THE INSTALLER WILL PROVIDE THE MANUFACTURER'S PRODUCT INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION MANUAL AND WARRANTY CARD TO THE CUSTOMER. PLEASE REFER CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA TO THIS FOR WARRANTY REOUIREMENTS AND MAINTENANCE • ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA RECOMMENDATIONS. - IT MAY BE NOISY DURING YOUR INSTALLATION • NO WORK TO BE DONE ON SUNDAYS OR HOUDAYS • CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS WILL LEAD TO ADDITIONAL CHARGES j END OF INSTALL #1 INSTALLATION #2 REF # 108 ESTIMATED INSTALL BEGIN DATE: 01/17/2012 ESTIMATED INSTALL END DATE: 02116/2012 M N M N Page 5 of 7 No 6322 - 188804 Customer Copy I1 3058995528 » I N M N O SPECIAL SERVICES CUSTOMER INVOICE - Continued INSTALLATION #2 Last Name: COIRIN Page 6 of 7 No 6322- 188804 Page 6 of 7 No. 6322- 188804 0 Customer Copy (Cata°ued) 1 REF 8108 BASIC INSTALLATION LABOR: SKU DESCRIPTION _ - QTY UM TAX PRICE EACH EXTENSION 114 -442 BUILDING MATERIALS PERMIT FEE -NAT/ 0.00 EA N $0.01 $0.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION MY UM TAX PRICE EACH EXTENSION 5 PERMIT AND ADMINISTRATIVE FEE CITY X $1.00 / 350.00 EA N • 1.00 5350.00 INSTALLATION SITE NAME: COIRIN, CATHERINE INSTALL LABOR CHARGE: $350.00 ADDRESS: 140 NE 104TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 -2029 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL DUE: $350.00 PHONE: (305) 733 -2037 ALTERNATE PHONE: (305) 608 -9505 IFDEUVEREDTO INSTALLER, THE INSTALLER WILL ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. BASIC INSTALLATION LABOR INCLUDES: • ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING. ARRIVE AT JOBSITE POSTAGE AND ADMINISTRATIVE). ' DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSETE 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 6 of 7 No. 6322- 188804 0 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: COIRIN Page 7 of 7 No. 6322- 188804 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES ORDER TOTAL $1 885.42 SALES TAX $0.00 TOTAL S1,885.42 $0.00, BALANCE DUE END OF ORDER No. 6322 - 188804 M N (NJ M O• ti 3058995528 » 1 N N Page 7 of 7 No. 6322 -1 88804 N Customer Copy