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WS-12-1444f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 178046 Permit Number: WS -7 -12 -1444 Scheduled Inspection Date: September 06, 2012 Inspector: Bruhn, Norman Owner: PAGER, IRENE Job Address: 10070 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: J &G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (786)382 -8091 Parcel Number 1131010210100 Phone: (561)333 -5042 Building Department Comments CHANGE OUT 1 DOOR, NO SIZE CHANGE Failed 92.4/ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 178030. CREATED AS REINSPECTION FOR INSP- 176571. No access. NB CANCELLED BY IRENE. September 05, 2012 For Inspections please call: (305)762 -4949 Page 20 of 26 0. I- 12- klekc. 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 BUILDING PERMIT APPLICATION Permit Type: 1.-TEIMAE. JUL, 31 t FBC 20/0 Permit No. Master Permit No.kAI .I �l —1 LH9 ROOFING JOB ADDRESS: /0 P l� N rn 1 OWL AIL City: Miami Shores County: Miami Dade Zip: 3315 0 Folio/Parcel #: 1,1- 31D) ' 01--( - 01 00 Is the Building Historically Designated: Yes NO Flood Zone: ik OWNER: Name (Fee Simple Titleholder):Z d� T r �i Phone #: % 6l" 3 2--cgbi Address: t 001 O of M laf e- City: Th C a-oti,t-- S h O✓B S State: zip: 331 c7 Tenant/Lessee Name: Phone#: 5U-)><t��cz.�.r�cv� Email: CONTRACTOR: Company Name: � G 1 LL lo l °l q 8,1 13 City: LA)a fur}' PC .- /'o t-oci-. State: Zip: 3 3' t L Qualifier Name: Z/ju' , 64-4-3 Phone#: 1 8555 `-Eu S State Certification or Registration #: �t!i ®2i 5 l Certificate of Competency #: Contact Phone #: J t 255 S a— Email Address: DESIGNER: Ao-chitect/Engineer: Phone #: Il-..c_ Phone #: 855 '103 L Value of Work for this Permit: $ 1 . Square/Linear Footage of Work: Type of Work: ®Addition ®Alteration UNew epair/Replace ODemolition Description of Work:Ch°, J') (-Icor, no 5? Z P C'i'1QIr1Qfe Color thru tile: Submittal Fee $ 56 (..)D n Permit Fee $ CCF $ CO /CC $ l Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee$ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 13` L/LJ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 TAI° 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 goon faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property it pthject 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 wil rot ,?,' cpp. -oved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this (234 day of � , 20 12., by 1L'en 6 R. P, ct ? 6r who is o, rsonal!y kaown,to me or who has produced As identification and who did take an oath. NOTARY PLBLICv Sign: Print: Ocrc tea -QGta-/ Nay dc. o /a 1de My Commission Expires: APPROVED BY +°`.Y'• , + NAYDAOLA1.DE * * GBMMISSOPI #EE009384 a< EXPIRES: July 18, 2014 ****** v ivo **90411uulaiputau uiatef= * * * * *** **** * *** * * * * ** *** Signature (17-D Z 6.1.A L_ Contractor The foregoing instrument was acknowledged before me thi day of Jc)I)/ , 20 by, hires 0. ['AWL'S, who is personall known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expir Plans Examiner Structural Review (Revised 3 /12 /2012)(Rev:sed 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) ANGELA YOUNG ''= MY COMMISSION S EE188835 EXPIRES April 12, 2016 • .� Zoning Clerk 36" X 80" 4 L REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. OPENING NO. WDTH. HGT. SQ. FTG. I\, :arni Sores Village OPENING PRESSURES POS. NEG. APPROVED BY DAB 1 136 1 80 ZONING DEF''r • II FL15558.1 ELDG DEPT Al SUBJECT � CC,MPI_IANCE W111-1 ALL 10 STATE AND (2(1).51\41.f RULES AND REGULATIO1 FEDER 1 S 36" X 80" 4 L REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 136 1 80 20.00 4 38.2 1 -41.6 FL15558.1 66.7 1 -70.0 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 = 12 FT 6 IN PRAGER RESIDENCE 10070 NORTH MIAMI AVENUE MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - 4:42pm gabdels F: \01 Project Files\_2010 -MPS 400 Wind Charts) _Reference \00- MPS10-400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES 1 I EXTERIOR ZONE 5 PRESSURES Mean Roof t DESIGN PRESSURES (PSF) - ZONE 4 10 15 20 Tributa Area • Ft '-: 5+ _' 6. 25 41.1 +37.7 30 -40.6 +37.2 la_ '� ? 0 -15 ft • - 43.4 +401 -42 11- +39.0 16 ft -44.0 440.6 -43.0 +39.5 ' -.2 +38.8 - 41.6 +38.2 -41.1 +37.7 [ _ ' . ' IN +36 6 „" 17ft -44.6 +41.1 - 43.5 +40.0 - 42.8 +39.3 - 42.2 +38.7 - 41.7 +38.2 -41. +37.8 � ,� 1..- - 46.4 +36.6 18 ft - 45.1 - 44.0 +40.5 - 43.3 +39.7 - 42.7 +39.1 -42.2 +38.6 42 +38.7 � ,I; � +is y i* .i 19 ft -45.7 +42.1 -44.6 441.0 -43.8 +40.2 -43.2 +39.6 -42.7 +39.1 20 ft -46.2 +42.6 - 45.0 +41.4 -44.2 +40.6 - 43.6 +40.0 - 43.1 +39.5 - 42.7 +39.1 - 42.3 +38.7 - 42.0 +38.4 -41.7 +38.1 21 ft -46.6 +43.0 - 455 +41.9 -44.7 +41.1 - 44.1 +40.4 - 43.6 +39.9 - 43.1 +39.5 - 42.8 +39.1 - 42.4 +38.8 -42.1 +38.5 22 ft -47.1 +43.4 - 45.9 +42.3 - 45.1 +41.5 -44.5 +40.8 - 44.0 +40.3 - 43.6 +39.9 -43.2 +39.5 -42.8 +39.2 -42.6 +38.9 23 ft - 47.5 +43.8 - 46.4 +42.7 -45.6 +41.8 - 44.9 +41.2 - 44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 24 ft -48.0 +44.2 -46.8 +43.1 -46.0 +42.2 - 45.3 +41.6 -44.8 +41.1 - 44.4 +40.6 - 44.0 +40.2 - 43.6 +39.9 43.3 +39.6 25 ft - 48.4 +44.6 - 47.2 +43.4 -46.4 +42.6 - 45.7 +41.9 - 45.2 +41.4 - 44.7 +41.0 - 44.4 +40.6 -44.0 +40.2 -43.7 +39.9 26 ft -48.8 +45.0 - 47.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 +41.8 - 45.1 +41.3 - 44.7 +40.9 - 44.4 +40.6 -44.1 +40.3 27 ft -49.2 +45.3 - 48.0 +44.1 -47.1 +43.3 - 463 +42.6 - 45.9 +42.1 -453 +41.6 -45.1 +41.2 - 44.7 +40.9 -44.4 +40.6 28ft -495 +45.7 -48.3 +44.5 -473 +43.6 -46.8 +43.0 -46.3 +42.4 -45.8 '° -45.4 * +41. ® ° 29 ft -49.9 +46.0 -48.7 +44.8 -47.8 +43.9 -47.2 +43.3 -46.6 +42.7 � �"*s..•` ' per' ° 30 ft ,r,46 3 +451 +443 +436 +430 {' •fir`... - /` / , 32 ft -51.0 +47.0 -49.7 +45.7 - 48.8 +44.9 - 48.2 +44.2 - 47.6 +43.6 -4. +43.2 -'�' j„_ , IR �„ , 'J� 35 ft -51.9 +479 -50.7 +46.6 - 49.8 +45.7 -49.1 +45.0 -483 +44.5 ' ' • . ' I -54.2 +42.1 -53.3 +41.6 -52.5 +41.2 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 - 49.9 +45.7 -49 . +45.2 --; IN -52.2 45 ft -54'8 +50.5 -53.4 +49.1 -52.5 +48.2 -51.7 +47.5 -51.1 +46.9 -50.6 +46.4 -50.2 +45.9 - 49.8 +45.5 49.5 +45.2 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +483 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +493 -53.4 +48.9 -52.8 +48.4 -52.4 +47.9 -52.0 +47.5 -51.6 +47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 0 T m Z -1 rn 0 0 -0 V> I-+ O Ii 8 REMARKS INIT ISSUE REV -ADJUSTED HEIGHTS DRWN GSS CHID Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 Tribut ry Area (Sq Ft) right 10 15 20 25 30 35 40 45 50 0 -15 ft -53.6 +40.1 -51.5 +39.0 - 50.0 +38.2 -48.9 +37.7 - 47.9 +37.2 - 47.1 +36.8 -46.4 +36.4 -45.8 +36.1 45.2 +35.9 ss ft -54.4 +40.6 -52.2 +39.5 -50.7 +38.8 - 49.5 +38.2 - 48.6 +37.7 - 47.7 +37.3 - 47.0 +36.9 - 46.4 +36.6 -45.9 +36.4 �16 17 ft -55.1 +41.1 -52.9 +40.0 -51.4 +39.3 -50.2 +38.7 - 49.2 +38.2 - 48.4 +37.8 - 47.6 +37.4 - 47.0 +37.1 -46.5 +36.8 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 +41.6 +403 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 - 48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 - 49.3 +38.7 - 48.7 +38.4 -48.1 +38.1 21 ft 57.6 +43.0 -553 +41.9 -53.7 +41.1 -52.4 " -., -51.4 C .,'"--44-%.-5 iv. • +39, 49.2 ., ;1. -48.6 +38.5 -58.1 -55.8 -54.2 - `. ='�"" .6 -49.0 22 ft +43.4 +42.3 +413 a,$ ° • ,� ; -F ,' 9.2 +38.9 23 ft -58.7 +43.8 -56.4 +42.7 -54.7 +41.8 - S + -�,7. -��. �5 +40.3 5 a /•';' 0.1 -49.5 +39.2 24 ft -59.2 +44.2 -56.9 +43.1 -55.2 +42.2 -5 `, ` +41.6 +41. '.2 -• 1.2 =` +39.9 -50.0 +39.6 -59.7 -57.4 -55.7 �}g [l,(� ! •4 25 ft +44.6 +43.4 +42.6 . .6 I ` ` 26 ft _60.2 +45.0 -57.8 +43.8 -56.2 +42.9 -54 +42.3 'p 4i� +41.8 -Li +41.3 +40.9 3':-4 +40.6 -50.8 +40.3 27 ft -60.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -52.5 +41.2 -51.8 +40.9 -51.2 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 y8 ft +45.7 +443 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 2 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 • -65.9 -63.3 -61.5 -60.1 -58.9 -57,9 -57.1 -56.3 -55.6 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +47.5 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +45.5 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 55 ft -70.5 +52.7 -67.7 +51.3 -65.8 +50.3 -64.2 +49.5 -63.0 +48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +47.5 -59.5 +47.1 60 ft -71.8 +53.6 -69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 GSS TSB TSB DATE 03/05/12 04/09/12 TFUS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIOHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT 1. TABLES ARE INTENDED TO DEFINED AS THE USE OF CRITICAL CO 2. TABLES VALID 0 3. TABLES VALID F LESS THAN 10° SHA 4. IDENTIFY THE B CANNOT BE IDENTI 5. ALWAYS ROUND 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) THAN ONE - THIRD _,.- „_S OPENINGS ONLY - AREA OF AN OPEN BE USED. ALWAYS RO TRIBUTARY AREASTH E "' B+iSH "D,` RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION I5 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR•.. ' • SING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS 11 L._.s�o.N :.H • l Z �.;ND VERIFIED BY THE GOVERNING BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICAT1O 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED MRH <_60' BASED ON Kd = 0.85 LE VALUE OR CONSERVATIVE ASSUMPTION. E OP ING IN QUESTION (HEIGHT * WIDTH) OR AN EFFECTIVE WIDTH THAT NEED NOT BE LESS )....'._THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY 0 CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER OLDER, •. NTY FOR APPLICABILITY OF TABLE R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. IN NO ADDITIONAL CERTIFICATIONS OR a- 10% OF . '3i i,: t ru 0, % a. ' i RH, WHICHEVER IS SMA i∎- og QF LEAST HORIZONTAL DIMENSION OR 3FT (1 - # =°• " °° " `8- QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOM ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 a Fl ordela Building Code Online Florida Busines Regulation BCIS Home Log In User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map 1 Units Search Product Approval R: Public User ee scdick:lilly, Product Aooroval Menu > Product or Aoollcation Search > Application Ust > ApplicaUon Detail FL # Application Type New Code Version 2010 Application Status Approved FL15558 Comments Archived *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. 0 Product Manufacturer JELD -WEN Address/Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com Technical Representative Steve Saffell Address/Phone /Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext 2900 stevesa@jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 tp :// •8 dabuilding•org/pripr app_ dti• aspx? param= wGEVXQwiDgvKmQd101AQtjYlyI0j7j% 2ftI3jOkuy3IzYpeFdpXtbuEA %3d %3d[5 /7/2012 10:17:04 AM] Florida Building Code OMlne Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 05/01/2012 05/01/2012 05/06/2012 fnntart Us •• 3940 North Monrne Street. Teltahaaee FL 3294Qphone: 850 -4R7 -1124 The State of Florida is an AA/EEO employer. Coovrlaht 2007 -2010 State of Florida :: PNVacv Statement :: 8CCOSBIADLItilleMetit :: Rebind Statement Under Florida law, e-mail addresses are public records. If you do not want your e•mall address released In response to a public- records request, do not send electronic nail 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 Plaster at ma_sta2dbor.state.iLus• Product Approval Accepts: IM M Credit SAFE gyp: / %.floridabuilding.org/pr /pr_ app_ ditaspx? param= wGEVXQwtDgvKmQd1O Uttpt jYlylOg7j% 2RI3j0kuyJizYgeFdpXftwEA %3d%3d[5 /7/2012 10:17:04 AM] ( 1+Itl�rabeoc Hama _ -0 15558.1 Energy Saver /Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation instructions S -2104 for sizes, configurations, design pressure ratings, and installation details. Certification Agency Certificate FL15558 RO C CAC NI011082.odf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instructions FL15558 RO II 5 -2104 SS.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.odf Created by Independent Third Party: Yes fnntart Us •• 3940 North Monrne Street. Teltahaaee FL 3294Qphone: 850 -4R7 -1124 The State of Florida is an AA/EEO employer. Coovrlaht 2007 -2010 State of Florida :: PNVacv Statement :: 8CCOSBIADLItilleMetit :: Rebind Statement Under Florida law, e-mail addresses are public records. If you do not want your e•mall address released In response to a public- records request, do not send electronic nail 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 Plaster at ma_sta2dbor.state.iLus• Product Approval Accepts: IM M Credit SAFE gyp: / %.floridabuilding.org/pr /pr_ app_ ditaspx? param= wGEVXQwtDgvKmQd1O Uttpt jYlylOg7j% 2RI3j0kuyJizYgeFdpXftwEA %3d%3d[5 /7/2012 10:17:04 AM] NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: N1011082 Certification Date: 05/01/2012 Expiration Date: 08/3112015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To TAS 201/2021203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertitication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Ncg (Bill Water Test Pressure Missile Impact Rated Test Report Number & Comments X Single 0/5 Opaque 3'2" x 6'10" +661 - -70 10.0 psf Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S -2104 (1-8) 6.lkX8 Single w/Sidelite 64 uuer-kipaqIle Sidelite - Glazed 4 z x o le .ree, -il iu.0 psi fl nor- Tes Sidelite -No l.tt A -Gyow' Max Panel Size: 3'0" x 6'8" Sideiite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: 5 -2104 (1.8) CTLA -696W Max Panel Size: 3'0" x 6'8" Sideiite DLO: 6" x 5'3" (118" Tempered Glass) Installation Details: S -2104 (1-8) OXO Single w /Sidelites 0/5 Door - Opaque Sidelites- Glazed 5'10" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelites -No XX Double O/S Doors - Opaque 6'3" x 6'10" +57/ -57 8.55 psf Doors -Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S -2104 (1-8) OXXO Double */Sittelites 0/5 Doors - Opaque Sidelites- Glazed 8'11" x 6'10" +57/ -57 8.55 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sideiite DLO: 6" s 5'3" (1/8" Tempered Class) Installation Details: S -2104 (1-8) at onal Accreditation & Management institute, inc./4794I George Washington Memorial Highway/Hayes, VA 0j2 Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: JELD'WEN® Steel swarays6v6scoractmotr WxDOPAWEBTEB:L OUTSIVAVO MIPACFDOW OPTS PITH &W11 UT DERMAL AVM r. TH6 PRODUCT 6 ofsmo TO COMPLY KITH DIE CURRENT FLORGIA BUS= COLE AM) 180( moan, HUIRCANE ZERO: 1HVHZ' REQUIREMENTS. 2. WOW 8106 8I OTHERS. MUST 8E MOWED PROPERLY TO TRANSFER L0405 TO THE STRUCTURE s. Ear MOMS SMITE AS USTED PAID SPIED PER MOWN LOCATION OR)EN6S. ANCHOR EM ERT TD RASE M41681L 91411. 80 BEYOND WALL 0th OR 5741= 4. SEE 149.E 1 ON TES s8T FOR MGM PRESSURE RATINGS. 5. THIS PRODUCT htffIS /HE PATER 10W6MENIS FOR "HVE2' ZONES. SEE THE DESCH PEE CFART BELOW. 6. DOORS ARE IMPACT RATED MO 00 NOT REMISE M7M1 -0A0E APPROVED IMPACT RESISTANT SHUT Iwo. 7. 141AM1 -0A0E APPROVED IMPACT RES157ANr MUTTERS ARE REQUIRED FUR 510EU165 8. 90E4IES ARE AN WPM ANTI CAN BE USER IN A 910.E OR octal. CONFIGURATION. RESIDENTIAL SWAYED SMOOCH (Common to Al tore concuss( C 4ENrcUVSTRUCTIONS: Faces sheets: 24 ga (0.0201 minimum thickness, Galvanized Steel A -525 commercial quality - MOD per 45TM 620 with average minimum yield strength Fy(av .).24,600 Psi. Eepareded polystyrene .84 1.0 to 1.25 (bs./cl density, by JE>0 -w13N. ENC. 0o Port& Cumbue situ The active and inc6ve pants we constructed from 24CA. (0. 020' main.) g&vouzed steed. The face sheet tops and bottoms are bent 90' over the top and bottom roils The sup 114. rag measures 1.67' side z 1. 042' high The steel bottom rot is rob formed 0.021' galvanized steel measuring 1.67° wide e 1.21' high. The sides of the face sheet me rah formed ado the T.W. latch stile and Ponderosa Pin hinge stile which measure 1.67° a 1.0' the Interior cavity is Red with polystyrene. The (ace streets are glued In the polystyrene. Fixed LRe Corot: The assts is constructed from 2404 (0.020' min.) galvanized steel. The edges of the face sheet are bent 917 over to po(yetyrene core and glued to 4. the siddte panes am routed to receive the 001. Up Ute Frames or We egghead Tri ly tight Frames. (See sheet 7 for glazing details.) The Ole Games are seated w/ 05D glazing compound on the exterior. Frame CAnstructac The f u nes me constructed from Ponderosa Pare jerrths ° miring 1.25' aide a 45625' deep. Ire door and sidelte head jambs are mortised and butt jeired to the side jambs and attached add+ (3) 1604. 2' x 7/16' acorn ere stems. the we7ee use a standard bump face Peraia threshold meaning 4.04f deep z 1.0' hoe. Um tvesheld is attached to the Game nth (3) 1604. 2' z 7/46' cram wire staples. TAELEOFOCIIII hTS 9fr/ Tubas SEMI. NOTES AND 11Pf041. ELEWDONS 2 VERHCAL moss mots MP BL tr Wi10814LS 3 NONONTAL CROSS SEcilora 4 wawal. 06055 5E080115 A110 64O105 5 418240106 L 0.47415 APO DETARS 6 ANCHORDC LOCA1t7HS AND 0ErNIS 7 9AZMG OVALS 6 IRd7 commons .975• Te# 745' MAX. OA FRA11E WIDTH + .125' 35. 4 . 4 36° MAX. 0A PANEL WIDTH 81.25' MAX. 0.4. FRAME HEM- to° MAIL 0.14. P1. HOW ®® CS, o ® C. v e 0.625" .875' TIP. 37.75' NAX. 0A FRAME 651111 ' NAX O.A r 36PA1(. 80TH 8125' MAX. OA FRAME HECHT 80' MAX. OA PAt0I 100410 C2J _ = . �xn a #G INPALT LAVrr (5.X) = . __ _ FR(Xd E)7ERCE D C37 ANGLE OU15WING IMPACT 100r (x) TABLE 1: 1BE*E0 FROM E70ERlOR .75' 60' MAY OA Poe HEIGHT 81.25' MAX. CA ROE f0lfXfr 0.75' 7013' MAY 04. FIUME MTN1 .75' NULL BAR 1W .a75' 36' WLY OA TIP. PANS MOTH 15.5' MAX. OA S0f10E FRAME 110TH 14' NAIL 0A PANEL W57H G 6° WAY 0A 040. WIDTH fzr e 0.625 83.125' 1445. OA. 010. MONT 9740.0 OUTS?TNG IMPACT UNIT (0xo) W/ NON- IMPACT 263.OES NE*EO (7404 EXi7R10R for M X. 0A TRINE WIDTH .8 .125' .75' NULL.. 38.625' NAY 0A 84R TYP' PANEL WIDTH 36° 7441. OA W/ PANS. MOTH El El ACTIVE TYP. 15.5' MAX OA MUTE FRAME WIDTH 14' max. OA PANEL 110TH 81.25• MAX 0A FRAME HEU7f0 80' MAY 0A PANEL HEIGHT 6' MAX OA 0.1.0. YAM 6).125' MAX. OA 0L0. HBGHT 0.75• 1 ■ 1,,I, I :tie. acq.fa,I ,. .1g, V saw cow W41 Of, et 771 0x0) N/60 tioi -VPACr SIRES •66 ps( -76 al ,. T, , +97 Psf ..57 Prd 0.625' 2x151Z OU1 ' IUPACr jgdlr (0VX0) W/ NoN- IMPACT 6870116580400880465708108 Prepared By: 3heAy signed by Hennes F Harero, P.E. Reason: lam approving thlsdocument Date 2012.05.01 175115 -041X7 ORAWeea em: 5 -2104 SHEET CF "PE /S"rfldwllt 8110511740 Man, RC RmTe 407 -644 -6957 Fax: 407- 644 -2366 0.75" MIN. CONCRETE/ an MK JELD -WEN, INC. 3737 LAKEPORT BLVD. KLAMATH FALLS, OR 97601 PIS 541482.3451 EDGE DST. 1.50° MK MASONRY e BY OTHERS EDGE DIST MASONRY 6 1.50 BY 0 '2" 61IN. 1 DOOR STEEL FACE SHEET 24GA. (04201014. STEEL 2 FE IfFAD (FINGER JOINTED PONDEROSA PINE) WOOD j MANE HINGE On (FINGER MINIM PONDEROSA prep wow 0.250 MAX. 9113- 001101.1 (1) EMa hiNgrailif (11D 4 MEE TAM JAW JOINTED PONDEROSA PIN191 WOOD 5 r r BUTT HINGE 124a, ( RACER) StEEL wit ,...1 0 CD 5 X 1 PTV WOOD SCREW MOE TO 0009D SIM SHIM 0 Wilital allill■-. e 7 00OR TARN STNE 8 OUTSWING MOM BURP FACE 'MEWL° ALUTONUM rging 0.25 9 MAD TRIM Mt tot. 8 1" OR mum ow) SIM. /'..e. ifg=74, A'0.t. Tir' (ED SEE NOTE 3 0 WE 4 10 COMPRESSION WEATHERSTRIP FOAM /,' -t. • ..,.-=-...-_ IV ATM sta SEE DETAIL 7 ON SHEET 5 I ox NOTE 6 ON 4.,10,.. SHT. 4 w..1 1.790" ?ix 11 0009 lop Re. SIT DEDUL 7 ON SHEET 5 (i) I . 0 (I) 1.750° MIN 12 00011 80M)91 RAIL STEEL 13 000R HINGE STILE (EWER 'MED PONDEROSA P1140) WOW 14 00 x 1 3/4- PM WOOD SCREW STEEL 15 LOCK BLOCK (RNGER JOINTED PONOOTOSA PINE) 16 3/16" ITW TAMAN ANCHOR w/ 1 I/4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 t* 1.25 Dx..41 DENSITY) DY JEW-WEN 18 1400 USED - -', - :%..-.• ; ....: - • - .. . .-- -.- - . ' ..., :. .. .- ' ..• , .. PANa. THK ma MK. jes .,,," :1.1.1M,, 0 (1D 19 2x WOOD WEI DUCK W000 20 94194 (0.25° MAX. INK. FM rigISITY PLASTIC 09 001200) - ......!"...- SEE NOTE 2 aim SFIT. 4 0.125 " AM. GIASS THK. NOM 21 100400T 402 SEWS MOB STEEL PRODUCT: EDGE OPAQUE STEEL OUTSWING IMPACT DOOR UP TO 9' -O° x 6' -8" WITH & WITHOUT NON- IMPACTSIDELTIES lg A 15 . i a. e) ai 22 ONSET TITAN 700 SEINES OFADHOLT NOT SHOWN) 23 9 x 1 va" prAsciEw (011 U10 ERATO 24 x 2 a PFH 40000 5(41011 STEEL 25 x 2 /t PRI W000 SCREW STEEL 26 10 x 1 PRI 11000 SCREW (DTPERAL ASTRAGAL TO 0000 STEEL 27 10 x 2 " RH WOW SCREW STEEL 28 MULLION COP WOW EI00g2E 29 SILICONE MILK (CR LAWRENCE .930) SIAM 81.25° MAX. 800 TAX. 0A. 8125 MAL SEE CIAZING OA. ITETAILS, SHEET ERNE 7 HEIGHT 80.0 MAO. OA PANEL HEIGHT 30 GLAZING COMPOUND (OSD ETY COL) SILICONE 31 BRAD TRIM 1448. 16CA. ..ve ouR 3/8° QUARTER NOIRRI) STEEL 32 3/r QUARTER ROM SEEM STOP WOOD OA. FRAME HEIGHT C) . 2 WM 9 014 tir4 SR 4‘117 ' • ' '''''. ,..' : • ..„:: . ... .1'..;*..::. , ••• • • ' : • . PANEL HECHT 0 ej e 33 CORNER BLOCKS FOR PEEL DOCR HOTRIN RA/ UDE 34 SORAGE tom sEr est STEEL ei 35 SCRIAGE DEADBOLT *WI (NOT SHOO) STEEL SEE NOTE 2 ON gt, SHT. 4 W 36 9070400 57801. P400 94000 240A. (0.020° NUL STEEL) STEEL 37 ye TEMPERED aass (BY PPG) COL LITE FRAME S G (SPARTECH PCINOM PP55.I0 C13) CLASS POLYPROP. 4 A.S5t a 39 PRESSURE PVEATED 1014011011 B A R (3/4" x 4 9/16 x 81 l/4) P.T. 19000 MODIRED TO MEET THE 2010 FBC . MODIFIED TO HUT THE 1004 FBC 1 i 40 ALUMNI SOLOED ASTRAGAL (8Y WPM) ALUNTILD4 0 e BEE NOTE .3 ON 1 . e 41 ASTRAGAL STRIKE RATE ON WINN.) STEEL 6 ON SIC 4 22 NOTE 8 ON an: 4 SEE OETAL 7 09 sHEEr 5 .; > ..:' . • .., ... • . •.. ,..-, . : • .. , . ,. 7 ' • '... : ,, ,. . , • 42 YALE KNOB FEMME SERIES 43 YAIE DEADBOLT HERITAGE SERIES (NOT SHOWN) SEEL 44 SMITE FRAME IlEAD, SRL AND 441135 (RNGER JOINTED P014109054 PME) WOOD 45 LITE FRAME BY TRINITY FDR 1/2° MU. ROLYRROP. GLASS k!! Il it 45 1/2. (MATED TEMPERED MASS Osr wiNny/maci 47 TrE FRAME BY TIMM FOR 1° POLIPROP 48 1 INSULATED TEMPERED GLASS IMKIIY/444P40) MASS STEEL 49 U1E FRAME SCREW 16 m 11/2 LONG PANETTA 1137 HWY) 50 GLAZING COMPOLDAD DOW 1199 BMW 51 #10 11000 ITSTATIATION SOWN w/ 1.50" INN. 81887MENT SUL STEEL rs, N .....-, ""r....) ;■.....; as;,2ZIa ,...^...".1 0 re:`,;;', ,,..v...t: ‘ N.srvo.: ;\\ 52 DOOR LATCH STRIKE RATE k\\ 1 itn2:.' 53 ITOOR oral DEAD BOLT SIM& RAE otii% STEEL .625 ..set,e.S1-• o . ' 1.2r MP ‹... .... ‘10_ ^? 4. /* 4‘a'•.m(9or , r ■ ° %. i * cm1 I * = = t : , • "Ai 47 41 A 'All .Y./ 4.7 -AM A ..•. z " • •: * SIPE if la awe 9Y, nS UNDNG Phew 407-644-6957 Far 407-644-2366 Oar, 9- I-5 1.25 MIN. rata el - 135 • ' . SA N.T.S. - . z5o MIN 00110011017000/ .7, e orsr. MASONRY BY SCRS (\ VERTICAL CROSS SEET10N CONCRETE/ z5e MIN WC sy: aj &UM WOE INST. BY OROS rri.- VERTICAL CROSS SECTION cloc. BY: S. VIEW. OThiS1140 t40.1 S-2104 \j MN 111(311 Om THRESHow \2.) AT 54o1)7 E Asi sHecr .2_ or A_ .1..ia ®HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK E ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK E HORIZONTAL CROSS SECTION 3 AT IMPERIAL ASTRAGAL ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.J1' i _ 9.0° LG. AT TOP & BOTTOM SEE NOTE I stir 4 li1V 1sh: ASTRAGkL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR CLARa1111/1!q 0,Q4 . 6°0,, 1 a 0 83 O Prepared Br !G CRAPS, WC. Rum: 407 -644 -6957 Fax 407 - 644 -2366 acre 9 -11-01 SCALE. N.T.S. vac. Br JWJ a4t ®r: S SAFFELL DRAWING uo.: 5 -2104 SEE NOTE 4 ON SHT 4 e I I SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SIT. 4 0.750° I ► SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL_ CROSS SECTION • AT SIDEUTE TO LATCH JAMB NOTES: CONCRETE/ 1. SPACING FOR (RN 126 THE 110 x 1° PFH SQ?EWS ARACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE 0001? (S MASONRY AS FOLLOWS: FROM THE T0P [X7(441 & THE' 80110(4 (IP: 1.0; 2.5; 4.0", 5.5; 13.0', 18.0' & 26.0 °. BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 I/2` PIASCREW 15 AS FOLLOWS: T0P & BOfl I. HORIZONTALLY. S 6IEF PAVHE2: 10° IN FROM EACH CORNER. 30.• i' a. Y iE': LL 413..1L P;AR . • 3.0; 13.0; 26.0', 39.0", 52.0' & 63.0 °. 3. SPACING FOR ITEM 131 114E (6GA x 3/4° BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 19 THE 160A X 1° MD Tim HAIL ATTACHING THE MUWON CAP 1O THE MUWON BAR VERTICALLY, IS AS FOLLOWS. TO & 801714 HORROYTALLY,(w 1HE 8° OU4RTER ROUNOL• T-25° IH FROM EACH CORNER PATH (1) NAIL M!D -sPAN. ON THE SAES VERTICALLY RR 90TH 3/8° QUARTER ROUND & MULLION CAP); 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON RE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2° PEN WOOD SCREW. WHEN ATTACHING THE STRIKE RAZE TO RE JAMB AND SIDELTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2° PFH WOOD SCREW. 5. SPACING FOR ITEM 125 D& 18 x 2 1/2° PRH W000 SCREWS ATTACHING THE JAMBS TOGETHER AT DIE MU WON, IS AS FOLLOWS: 6.0° FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED OtI THE FIELD, 6. THE SIDEUTE PAAL IS SECURED INTO TTY SOEUTE JAMB W/ REM 129 SILICONE CAULK GN THREE SIDES AND 3/8° QUARTER ROUNDS SECURED NM ITEM 131 BRAD TRIM HAILS x 3/4° LONG. 0.75' TON. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING p°0a 0lSi THE HINGE' TO THE JAMB AND 51LEUTE JAMB AT THE MUWON USE REM 114, A 110 x 1 3/4° PRI WOOD SCR 1V 8. SPACING FOR 1TETA 149 THE 16 x 1 (/2° PANHEAD SCREW (TRINITY /REFRAOE) IS AS FOLLOWS: >, SIDELR.E LREFRA4(1 FROM THE T•(? D(WV VERTICALLY: 3.25', 18.0625', 32.8125 °, 47.5625' & 62.625°. ? . 5(0ELJTE UIEERAME TOP & BOTTOM FROM THE LEFT: ONE (1) SCREW AT 4.4375° 9. ALTERNATE INSTALLATION ANCHORS 01 EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF OLSTAUA1TON. 10. USE ITEM 151 WHEN INSTAUING INTO WOOD SUBSTRATE AT HFAO & JAMBS. USE (LEA 125 WHEN INSTALLING INTO MUWONS. USE ITEM 116 WHEN ON.SSAWNG OTTO CONCRETE /MASONRY SUBSTRATE AT 5(0031E SILLS. G HORIZONTAL CROSS SECTION 4 AT SIDEUTE r0 HINGE JAMB SEE NOTE 3 ON SHE 4 SEE NOTE 2 / \\ ON SHI: 4 1.50' 141(4, EUBED. SEE NOTE 6 ON SIT: 4 SEE DETAIL 5 ON SHEET 5 0.250' MAX. SHIM 0.125° MIN. _ GLASS INK. SEE GLAZING OETAKS, SHEET 7 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION A =t ITE TO SUCK c 007 t 558 ek N O p Sao W 0 cr Pmpared By: MCC DROPS WC. Pim= 407- 644 -6957 Fax 407- 644 -2366 rAtTrz 9 -11 -01 sou. N.T.S. weo. eY: 3(43 axc. et. S. 5471(1 . DRAWING 140.: S -2104 sAEtT ov a ' /�/ /jj / /jj / . SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SIT. 4 0.750° I ► SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL_ CROSS SECTION • AT SIDEUTE TO LATCH JAMB NOTES: CONCRETE/ 1. SPACING FOR (RN 126 THE 110 x 1° PFH SQ?EWS ARACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE 0001? (S MASONRY AS FOLLOWS: FROM THE T0P [X7(441 & THE' 80110(4 (IP: 1.0; 2.5; 4.0", 5.5; 13.0', 18.0' & 26.0 °. BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 I/2` PIASCREW 15 AS FOLLOWS: T0P & BOfl I. HORIZONTALLY. S 6IEF PAVHE2: 10° IN FROM EACH CORNER. 30.• i' a. Y iE': LL 413..1L P;AR . • 3.0; 13.0; 26.0', 39.0", 52.0' & 63.0 °. 3. SPACING FOR ITEM 131 114E (6GA x 3/4° BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEUTE AND ITEM 19 THE 160A X 1° MD Tim HAIL ATTACHING THE MUWON CAP 1O THE MUWON BAR VERTICALLY, IS AS FOLLOWS. TO & 801714 HORROYTALLY,(w 1HE 8° OU4RTER ROUNOL• T-25° IH FROM EACH CORNER PATH (1) NAIL M!D -sPAN. ON THE SAES VERTICALLY RR 90TH 3/8° QUARTER ROUND & MULLION CAP); 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON RE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2° PEN WOOD SCREW. WHEN ATTACHING THE STRIKE RAZE TO RE JAMB AND SIDELTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2° PFH WOOD SCREW. 5. SPACING FOR ITEM 125 D& 18 x 2 1/2° PRH W000 SCREWS ATTACHING THE JAMBS TOGETHER AT DIE MU WON, IS AS FOLLOWS: 6.0° FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED OtI THE FIELD, 6. THE SIDEUTE PAAL IS SECURED INTO TTY SOEUTE JAMB W/ REM 129 SILICONE CAULK GN THREE SIDES AND 3/8° QUARTER ROUNDS SECURED NM ITEM 131 BRAD TRIM HAILS x 3/4° LONG. 0.75' TON. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING p°0a 0lSi THE HINGE' TO THE JAMB AND 51LEUTE JAMB AT THE MUWON USE REM 114, A 110 x 1 3/4° PRI WOOD SCR 1V 8. SPACING FOR 1TETA 149 THE 16 x 1 (/2° PANHEAD SCREW (TRINITY /REFRAOE) IS AS FOLLOWS: >, SIDELR.E LREFRA4(1 FROM THE T•(? D(WV VERTICALLY: 3.25', 18.0625', 32.8125 °, 47.5625' & 62.625°. ? . 5(0ELJTE UIEERAME TOP & BOTTOM FROM THE LEFT: ONE (1) SCREW AT 4.4375° 9. ALTERNATE INSTALLATION ANCHORS 01 EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF OLSTAUA1TON. 10. USE ITEM 151 WHEN INSTAUING INTO WOOD SUBSTRATE AT HFAO & JAMBS. USE (LEA 125 WHEN INSTALLING INTO MUWONS. USE ITEM 116 WHEN ON.SSAWNG OTTO CONCRETE /MASONRY SUBSTRATE AT 5(0031E SILLS. G HORIZONTAL CROSS SECTION 4 AT SIDEUTE r0 HINGE JAMB SEE NOTE 3 ON SHE 4 SEE NOTE 2 / \\ ON SHI: 4 1.50' 141(4, EUBED. SEE NOTE 6 ON SIT: 4 SEE DETAIL 5 ON SHEET 5 0.250' MAX. SHIM 0.125° MIN. _ GLASS INK. SEE GLAZING OETAKS, SHEET 7 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION A =t ITE TO SUCK c 007 t 558 ek N O p Sao W 0 cr Pmpared By: MCC DROPS WC. Pim= 407- 644 -6957 Fax 407- 644 -2366 rAtTrz 9 -11 -01 sou. N.T.S. weo. eY: 3(43 axc. et. S. 5471(1 . DRAWING 140.: S -2104 sAEtT ov a 81.25' 0A. FRAME HEIGHT Tr. 5 SPACES ® 13.85" 6.00 TYR 74.50' MAX. 0A. FRAME WIDTH SEE DETAIL 2 7"-- ON THIS SHT. •1• 6.00 TIP. .00' 6.00TYP' I. YP. (-_ 12.50' TIP. - -3.00° TYP.I 5.50" 1 36.625" SEE DETAIL 5 rON THIS SHT: 7..375" .3 0° TYP.I 1 12.125" 7.00° TIP. IYP. SEE DETAIL J ON THIS SHT. DOUBLE WITHOUT SIDEIJIES ANCHOR LOC4AONS V1EWEO FROM INW1 011 SEE DETAIL 4 ON THIS SHT. AO TYP. — SEE NOTE 5 — ON SHEET 4 — 11 1 — Q o m iYP. SNG.E 0008 W1TF1 SDELIIES AHCHG7 L00411oNS uEWED FROM INTERN 1 SEE NOTE 10 ■ ` ON SHEET 4 SEE DETAIL 4 ON THIS SHE .15" MIN. 0(evi F1 "/01 1NfERSINK FOR ON ANCHORS Prepared Sy: .* BMW ORBS. NC, itf 4 WIV`aQ � . Phenix 407- 644 -6957 •- �4:•;r;, ., .imam Fmc 407- 644 -25 DETAIL 2 - ®HEAD JAMB i)EIAIL 3 - O 1HRESf10L0 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TOA B k 00011 DETAIL 5 STRIKE PLATES TO ASTRAGAL n, I 1 g W O U WE 9- 1 -0T swe. N.T.S. aro. BY JWJ Ott err: S SAFFELL Ewa: 5 -2104 sr¢r 5 oF 5 107.00° MAX. OA FRAME WDffi 4.50° TYP.--- 3.00° TYP.- 1 3.00° iYP7I, 6 1W. 81.25' MAX. 0A FRAME HEIGHT 5 SPACES N 13.85° SEE SHEET 5 16.41 ° TYP. .00' TYR --- .00' TYP. 00° TYP: 13.41' TYP. 6.00° TYP. TYP. 5.501 35. 25° SEE NOTE 5 ON SHEET 4 SEE DETAIL 5 — ON SHEET 5 1 3.00° TYP— L. 3,00 TYPr- 3.00° 7.00° TYP. TYP. *-- 7.00° 1w. SEE DETAI1. 3 ON SHEET 5 00UME 0008 WITH 9DEU1E5 ANCHOR LOGUXktS VIEWED FROM INTERIOR 7.375' SEE DETAIL 4 ON SHEET 5 Jr ° 31' 37.75' MAX. OA FRAME MTH • 6.00 TYP.-"1 ire 6 1YP. i 6 SPACES IN 11.54° 51.25° SEE DETAIL 6 MAX. J ON MEET 5 OA T , ®1 TAME EIGHT 5.50 I l m/ 36625° SEE DETAIL 4 / ON SHEET 5 7.375' 31° 31° SINGLE 0 T WIT 0111 SiOEUTES ANCHOR LOCA00NS VIEWED FROM INTERIOR en `$ o 0 Prepared By: MACAW OROPS. MC. R re 407- 644 -6557 Fax 407- 644 -2366 OM 9- 1 -0 scut: N.T.S. mw. er. JWJ 04X. et S. SAFFEI% mrawmm �� S -2104 EXTERIOR 0.125' MIN. TEMP. GLASS jHICKNESS INTERIOR BITE SEE NOTE 2 ON SHE 4 EXTERIOR EL42WG DETAIL 7 OM UTE FRAME SINGLE PALE 1/8' TEMPERED (LASS SPARIECII POLYCOM PP5530 C13 0.500' MIN. GLASS TNK. 0.125' TEMP. GLASS IN SEE NOTE 8 ON SHT. 4 .25'x.80' 0.50 INTERCEPT GLASS STEEL FACER BITE 0.125' TEMP. GLASS EXTERIOR 0.125' TEMP. GLASS :.41.u. 74 :d. FRAME (7.,•.7•ri� ,14 1 /2'INSULA LUPOY GLASS INTERIOR 75 °x.50° 0.50' STEEI. SPACER CLASS BRE 0.125' TEMP. GLASS 0.250' AIR SPACE _2 451 g :t558 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZINC REQUIREMENTS OUTLINED 114 FTC SECTION 2405. SEE NOTE 8 ON SAIL 4 2a GLAZING NAIL .5 112551Y UTE FRAME I" (MUTATED TEMPERED GLASS LUPOY EU -80 07 Prveted a BUADING + NC. Mane: 407 -6 6957 Far 407 - 644-2366 SNEEr 7 of £. 1.670° --I 1210° BOTTOM RAtt 12 240A (0.021") STEEL i- 1.645" 0.831" -r OOORNER OACK M 33 STEEL BOTTOM RA1L MDF x 3.0° LONG - 1.500°1 1750° ASTRAGAL HAS TWO 0.3125" 014. x 9" LONG 80L25; I ON TOP, I ON BOTTOM 1 L025' 0.624' r 1.670- j- 1.670- --j 1.000' 0009 HINGE 5TT1E (DR NGR17 JOINTED PONDEROSA RATE W000 40 ASTRAGAL MPERIAL) 6063 -T6 ALUMINUM -- 0.140" 0.530' -1 10 COMPRESSION 6 4n1EiS T1P SCHLEGEI.. 0-LON 005 650 -- 1.250" - 2.500" 0 ASTRAG.. STRIKE RATE 4P (IMPERIAL 0.125° STEEL) J L 1 1000" 0.482° a tL Y0 LVL 1.670° --{ J J 1.042" Q1i • }•• L. LVL -1 f 0.513° POLYPROP. TRINITY PLASTIC LITE KIT MA4ERMAL APPROVED UNDER 110A 607 - 0828.01 1 1.736 °0.675` 1.109° r are ! 1--I o I --1 1.381" LATCH STRIKE PLATE STEER. 222-1.8.421_11611 53 BOLT STRIKE R_ATF STEEL 1.250° %iioi i ,,..,,,,,,.■■■ 1.752" -'1 2621° l 1111 ..J1. SA,: TRINITY PLASTIC LITE KR' MATERIAL APPROVED UNDER N0A 107- 0828.01 0.375° -- F-� cy3/8- QUARTER 140(1140 32 212ELRE ST0P PINE --1 1.375" r "0.097° -�{ 4.000° mum s& HAGER STEEL BUTT HINGE PIJE (81.25° LONG) x 4" x 0.097° THTC STEEL WOOD -tOCIC BLOt3C IS F81C R JOMED PONDEROSA PINE 0 2040° L . ItI' .JL_ iad OOL PLASTIC IJTE KIT WUERIAL APPROVED UNXR p1OA 110- 1209.01 _ I 1 1_ 0 0 0 o` /�0�J PF � 0, 00(3;A(.UMTNUM - BY PENNO , . P." • , 1 000 INSERT rr O Prepared Br BULMO DROPS. 9 Phone: 407.644-6957 Farr, 407- 644 -2368 m kcegs SCALE: N.T.S. OWL. er: JWJ as aY: S SAFFEIL drams 11134 5-2104 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 107" X 81.25" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 `‘%t 11111 1, 111, ♦•N 0 O,•,'1"i 1` . •...• . "• #I sP 10 • . O ... Prepared by: Hermes F. Norero, P.E. = -o • • T' T • i Cr Florida Professional Engineer # 73778 4u Date: 05/01 /2012 ,0, e9 •...0 0 - • P; 6w � `∎ Evaluation Report Installation Details —q Pages 1 Pages 5 j S ie ;31 oNu ` ��0%N . Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30 - 04'00' oors\ BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material 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 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing 5 -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS Fn A Perfect Solution In Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TA5 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 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 (S -2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure xx, oxxo X. oxo, Positive xo. ox 66 PSF* Outswing Positive 57 PSF* Negative 57 PSF 1 Negative 70 PSF n meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50` 1,a. --., i L 3.00" i Yn" r 6 T1 P 1 11 1 I SPACES 13.95" r 1,C3(.3` rP 1 III 111 I I I I T 11 11 6 "(P • • • SPACE: 4 '3.95. 111 p Co TIP L 1 J 1 1 3 00' T P.1 I , _ 12r," 7.00" )P yP Hermes r, nlorero, P.E. Florida No. 73778 Page 5 of 5 0- 3058995528 » w w ear - 90 57 SPECIAL SERVICES CUSTOMER INVOICE Page 1 of 5 No. 6322 - 200098 Store 6322 N MIAMI /BISCAYNE Phone: (305) 981 -2959 12055 BISCAYNE BLVD Salesperson: SHM631O MIAMI, FL 33181 Reviewer: • t+a co Page 1 of 5 No. 6322 - 200098 REPRINT //4?P 155 2012 -07- 1915 :38 6 E AND SERVICE SUMMARY We reserve the right to limit the quantities of meuachantlee sad to customers ig Ii 5 -- $ iiY'i:r�!: ='d;'q IVi� - P.i = .. ! :i ip:;'Y is �. `.X.�.:...- l i �� E �, = =at =!?:'vc Name PRAGER IRENE - -, ':' .,i:i:r ,`: i i -; - ,; REF 101 - Homa Phone (786) 382 - 8091 >- _I O (J) Ad 10070 N MIAMI AVE - '�! r ��u� ra ¢¢,,,, -a': .h.. �'. r_e 155 -400 w"4-Prtme (786) 382 -8091 - �.'rsv EA _ ri+it!;. -� E:...:i' �cr'a2i: >e- :.�i �: ter,^::== ' -_ ' :�= ;`::;`sue =';[ :::1�:: -,Ip , a - n' ' . ?.�g ! ::At a;-: �. °w � ' ,6,.i _ : ii:!i:iial � adl::'d�� y'.r�' •'�!. ,i a:l.i <.-n °F:�:.i:!::: 'C:,- 'i_rs- �z_..�. PI� L -:.".: i : f 2 .. - az -i31�1 � � ::, =:: � is : � '. rcmparr/ Name Cue MIAMI SHORES �:..e� �` 34.97 don Oe r1P6on RTSG16 R03 setae FL ZIP 33160-1210 c011y MIAMI -DADE • t+a co Page 1 of 5 No. 6322 - 200098 REPRINT //4?P 155 2012 -07- 1915 :38 6 E AND SERVICE SUMMARY We reserve the right to limit the quantities of meuachantlee sad to customers ig Ii 5 -- $ iiY'i:r�!: ='d;'q IVi� - P.i = .. ! :i ip:;'Y is �. `.X.�.:...- l i �� E �, = =at =!?:'vc :} ! $11E-M. 'i'. i . -'I :i! €: ,;-. r�e'�� a �'d dr - -, ':' .,i:i:r ,`: i i -; - ,; REF 101 �( ��'�� STOCK MERCHANDISE TO BE DELIVERED: �^ - '�! r ��u� ra ¢¢,,,, -a': .h.. �'. r_e 155 -400 } :� :..c:;1!: l k3' -�e� . 3.00 - �.'rsv EA _ ri+it!;. -� E:...:i' �cr'a2i: >e- :.�i �: ter,^::== ' -_ ' :�= ;`::;`sue =';[ :::1�:: -,Ip , a - n' ' . ?.�g ! ::At a;-: �. °w � ' ,6,.i _ : ii:!i:iial � adl::'d�� y'.r�' •'�!. ,i a:l.i <.-n °F:�:.i:!::: 'C:,- 'i_rs- �z_..�. PI� L -:.".: i : f 2 .. - az -i31�1 � � ::, =:: � is : � '. i r�F. p $3,•�:�`'� '= =i =r. t A -,.as, R02 1X6 -8FT PT APP WEATHERSHIELD �:..e� �` 34.97 $14.91 R03 526 -877 1.00 EA 11116 "X2 -114' PR/ WM366 CASING SET ' $14.17 $14.17 R04 303 -965 1.00 EA 1- 1/4 "X2" PRIMED BRCK MLDNG SET $20.37 $20.37 SJO - MDSE TO BE DELIVERED: REF # S06 ESTIMATE V DELIVERED: DATE: 08/1012012 tl� z:f:,II�tSyY N P.U. #i7 :9rt:�-- >-;:�i �.F.,, s' _ -8_. ,y.: .. 3J..�., ,., $335.00 #2256052.5 _ _ `:E'. -T. %'E� +r!' x -�.., __�.�. :!A%s v3'!1'-^ �y y s fi.l- rsd`_'.::': df! 50601 -..., ._.: :.. .. -cx :17.:r ,. ... i i_'�a�.� 743-587 .s... . . :-.0;5-f- _ 4b d- Pi. -�n: 1.00 : r.. ,a,. -. �i' EA a_c.... tw ._ ,.__ >.- '4':•721, : --.""E- We °s'z:!!�:•tti:iat „z,r.. s :.,!,. .� ,.�,� :`9 `„•�.rtz I�• cgs 1. .7�.: :Sarx'. _ r. =9:L':i`. =::'.o,.r. '.: !.i:rnhr .'�a* �! .,;.1V ..i,. .-Ga ',:'. 'a.z �. tM 2` ': � s q,'� •Am.' i- rk: jj,, S:Zs� 31: ., tea' ..e� -r. -:� .13:_e° 9: :aez.r. � �. 7:: ,.?�•... :c:: - e �.� -.. p+' �'I��i' - . e.l:• , -: .,�, D 1 $335.00 / c> 381/2'' X 81L 114' - ID, R.O. / { #1 }. laIIIBQIQAPRODUCTCATEGORY= NTRYDOORS, *;y,i . TURER=JELD - WENWINDOWSDOORS - DOORSYSTEMS,QALOCATION= CORALSP, 3= *),OALOCATIONPHONEN UMBER= 1.800.925.3667,0APRODUC i %.j - RYDOORS,QAMATERIAL =S TEEL,QASYSTEMCONFIGURATI•4' c' IINJTS/DOORSLABS,QAPRODUCT S0602 743 -587 1.00 EA NA / KNOCKVIEW / *ATT T +(.. '' UT -OUT PEEPHOLE: N $0.00 $0.00 50603 743-587 1.00 EA NA 1 BACKSET / *A •+ . #1 a UT- SWING: N $0.00 $0.00 50604 743-587 1.00 EA NA 1 HGFN 1 *; 1J DULL CHROME HINGES: N $0.00 +.00 S0605 743 -587 1.00 EA NA / H Au / ';«'� 0 #1 *PREFINISH DOOR: N - a.00 60.00 Cheek your current order status online at www.myhdorder.com Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PRAGER Page 2 of 5 No. 6322- 200098 REF #101 VENDOR - SPECIAL INSTRUCTIONS: 12.23.6:: DELIVERY INFORMATION: 1DEUVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION 4101 AT TIME OF INSTALLATION. NOTE: UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. MERCHANDISE TOTAL: $384.45 II! '1.-- .{ " lZ ','ti �rt.tl�; x�}r��s�.�4= = ,,.. p. '!..C..,' a - . ,..r,a 4 4 t — :.._i REF # 101 ESTIMATED INSTALL BEGIN DATE: 0711312012 ESTIMATED INSTALL END DATE: 08112(2012 MERCHANDISE TO BE INSTALLED: '_ � ' � �G=:�-- I iK;Pr ' iV 7 )'.-�1� �r�± n � i v F'f .s "�:�i %,'o eil'v '' .: ; •- a"6¢�d'= P' r a �'i`� :�:� �s�!;i.�l� � �' P i a R02 155 -400 3.00 EA 1X6 -8FT PT APP WEATHERSHIELD R03 526 -877 1.00 EA 11/16'X2 -114' PFJ WM366 CASING SET R04 303-965 1.00 EA 1- 114'X2-- PRIMED BRCK MLDNG SET S0601 743 -587 1.00 EA <> 381 /2' X 81 114' - D, R.O. S0602 743 -587 1.00 EA KNOCKViEW S0603 743 - 587 1.00 EA BACKSET S0604 1 743 -587 1.00 EA HGFN S0605 743 -587 1.00 EA I-IGFN BASIC INSTALLATION LABOR: `P . . �,k ✓ - 1`,.r x r . `_ y:s`.i '. 3-i. � S7 . if, .43 ^_ gV : ( :1. E h l s. = r — F¢� .n _..2 , � w'...i. L - S a ZJ¢�` C N 6287.00 $287.00 ,�aay .a 523 -672 EXTERIOR DOOR FL- NAT/PRE -HUNG DOOR UP TO 36X96 1.00 EA OPTIONAL LABOR SELECTED INCLUDES: ai i r<. .; ig mr� ..... xxw .., r te,.- .... . _ .. -E , ..... 'T 94r4T g Q' ex t. a:. a '1'1t _ it ` �'-' a. ��i�l ';i:��,"�,!�ir:yr�a6�'kr..�: .i�..�3i.i 64f �.:�i._5�.- �'+-d�h .�I�'�: Hi wt:- �} �e�` �. PP._ , ...„...,„....... .._� S +i) i',j milli (�j'}j' 6__:' I ;�?..��'�iF��..�.1.13�?iff�fii� v. s�Aa�f$. 1.00 EA N , , I_ T x z�i � ii ssi. �?., �.:.,:.' �.".,"' �..._ `��I�<_.- ��'zllii�<s'iaktlk ": X15.00 15.00 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ r ! •tl1g Page 2 of 5 No. 6322- 200098 Customer Copy ti M cL 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PRAGER Page 3 of 5 No. 6322- 200098 REF #I01 23 1 UPCHARGE FOR IMPACT OR INSULATED GLASS UP TO 36° WIDE X 96" HIGH/ CUSTOM LABOR SELECTED INCLUDES: _ _:I,Ix�.�n_� •I: �. ��;n `.4 - r -� p,�:.� ?,�.y-�,j _�= .j. :: -- .vi :..r..:. - _ -1. - i:..: ��u,:.;-[a =1- :.P�.s:� i- o-ii<n3I � �:; a• �kt�e :43�!�`�t;;��:jh_, >.-- .:a:;:::. ..'i� . �f*:�I'!: 1 TO INSTALL PEEPHOLE Ilif%41II ADDRESS: 11PRAGER, IRENE 10070 N MIAMI AVE CRY: MIAMI SHORES COUNTY: MIAMI -DADE 1.001 EAI N J $90.00[ $90.00 1.00 PA N $16.00 $16.00 INSTALL LABOR CHARGE: $407.00 TRIP CHARGE: $0.00 STATE: FL ZIP: 33160 -1216 CREDIT FOR DEPOSIT/MEASURE: SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N PHONE: (786) 382 -8091 ALTERNATE PHONE: (305) 961 -9236 INSTALL TOTAL DUE: ($60.00) $357.00 PRE- INSTALLATION JORSITE INSPECTION DELIVERY WITHIN 30 MILE RADIUS OF STORE ' REMOVAL OF EXISTING DOOR UNIT • INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT • INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND CAULKING • INSTALL NEW On EXISTING LOCKSETAND KICK PPLATE(IF APPUCABLE) ON NEW DOOR (CUSTOMER PROVIDES) ▪ ADJUST DOOR TO ENSURE PROPER OPERATION DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS EXISTING DOOR INSTALL NEW INTERIOR CASING AND EXTERIOR TRIIwLBRICKMOLD BASIC INSTALLATION LABOR INCLUDES: OF THE NEW DOOR WHEN THE CASING/TRIM IS THE SAME SIZE OR WIDER (CUSTOMER PROVIDES) ` INCLUDE NON-COLORED STUCCO PATCH TO REPAIR MINOfi CHIPS AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER STUCCO REPAIR, SEE OPTIONS) • PRE -HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS WITH SIDELIGHTS • FINAL CLEAN UP OFALL DEBRIS RELATED TO INSTALLATION FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON CARE AND/OR TEST UNIT TO ENSURE PROPER OPERATION INSTALL DOORSCVER 72X96 UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE INSTALL FIXED RECTANGULAR TRANSOM LIMES NOT PART OF PRE— HUNGDOOR UNIT INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) DISCONNECT AND RECONNECT OF SECURITY SYSTEMSIWIRING INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WORK STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT STUCCO PATCH GREATER THAN 4 ", PAINT AND STAINING ELECTRICALWORK - Waft - Page 3 of 5 No. 6322- 200098 Customer Copy ti a 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PRAGER Page 4 Of s No. 6322 - 200098 REF#il01 INSTALL ALL AMERICAN DOORS SPECIAL NOTES: IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT WILL NOT BE RECONNECTED AS PART OF THFS INSTALLATION. " ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA . IT MAY BE NOISY DURING YOUR INSTALLATION • THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. AN ADULT OVER 1 B YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION ° All BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED FROM THE WORK AREA PRIOR TO INSTALLATION ° CHILDREN AND PETS MUST BE KEPTAWAY FROM THE WORK AREA ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WITH LOCAL AND/OR STATE CODES IF UNFORESEEN LABOR 1S NEEDED TO REPAIR DAMAGE FROM WATER, TERMITES, ELECTRICAL OR PLUMBING PROBLEMS, THERE IS AN ADDED CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. *CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. • THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS I!I 'i�2iail3i • II K;ti �lileel REF # 107 ESTIMATED INSTALL BEGIN DATE: 07113/2012 ESTIMATED INSTALL END DATE: 081/12/2012 BASIC INSTALLATION LABOR: 114 -442 BUILDING MATERIALS PERMIT FEE -NAT/ OPTIONAL LABOR SELECTED INCLUDES: ii _ k-THMIZSEV °L ;1'14 4REji PERMIT AND ADMINISTRATIVE FEE (CITY X $1.00)1 Page 4 of s No 6322 - 200098 Customer Copy :4!EM sE�.Ii. #�?.'�'°�)1�t.6 .i a �,xx�r..`1 �., ' ''"aa_,..Iisil.Y 35000 EA h! $1.00 $3350.00 ti I 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PRAGER Page 5 of 5 No 6322 - 200098 -1 i } : I : :OFF• �,17 -.:• !h ::i�IEi : < `:! (t E, c.•- •- e•,, i :J`i -�.:.� •: r_`.''; ni,,cE�= ,, r! � ; :: ; ' , - . - ::'I!�i:, ! =- , ...:s.. ` g -:�; REF #107 l;00 ? PRAGER, IRENE INSTALL LABOR CHARGE: $350.00 $0.00 ADDRESS: 10070 N MIAMI AVE TRIP CHARGE: CITY: IVIIAMI SHORES STATE: FL ZIP: 33150 -1216 CREDIT FOR DEPOSIT/MEASURE: 80.00 COUNTY: MIAMI -DADS SALES TAX RATE: 7,000 TAX: Merchandise- N LABOR - N INSTALL TOTAL DUE: $350.00 PHONE: (786) 382 -8091 ALTERNATE PHONE: (305) 961 -9235 - •P L`L�..� �'a'": - a"-��- ! -I13-4'j '. j. ( _ .,,I , :1 13,r- 'R �`9;E .-- :<_�i:: iI:I;£:: ,.- ,�,i'�.i: Ic." INSTALLER SPECIAL INSTRUCTIONS: 1115558 6 panel door no glass, outswing 68" high BASIC INSTALLATION LABOR INCLUDES: • ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING. ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER_ POSTAGE AND ADMINISTRATIVE). ` DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE SPECIAL NOTES: 'CUSTOMER 13 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 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES •..: -- .- .:a..,: - ORDER TOTAL SALES TAX $1 091.45 80.00 TOTAL $1,091.45 B D E ��-i; � ' ,. -y �,.c: r: -._ , : a < a"- •.a. N.l:..s:. o:.R ,: .: : :.r: :sx�._.: : �a .�. x ..- ..: S.: t, r_ I : __. � _:i:(,� . '�-, - ?lu[�1;= �..,;.. _.. .x,.�z, + -�,� -'Iitt ci - .z:cfi�.�i.isii� =9 ..e2:. _ :- : r9d. } ? -F .' = .Y .. ,I - a .' :y ;,.._ ii•� , .:ta ;::ial-e.R t ,a•_:: I - -, ��, ..q�7 : ,•�,:.. -`-e 'S &�4 .: . �� - �3- • .a1 ., r ' 1, ��1±�9; �r«r:1:' `�f` -a �v - •P L`L�..� �'a'": - a"-��- ! -I13-4'j '. j. ( _ .,,I , :1 13,r- 'R �`9;E .-- :<_�i:: iI:I;£:: ,.- ,�,i'�.i: Ic." _ ?^ :: M::ij3Fx 34 i -�`3: ^ .x. ."aa -Ia elm .. . j....'_`` r�`.': -` - ''�:- :i3v_.c:1;a.;.- �$� :, a: -M AK !: ,- :I- x.EFi ak2<.v .. il�i.ii n:: .__...., i�:.' -ca'@. i � . :x W !Y CO 2 O o Page 5 of 5 No. 6322- 200098 Customer Copy cm